The URL can be used to link to this page

Home My WebLink About7.1-207DESIGN TEAM LEAD Ll EN2Y_EE_9 MECH-1—PLUMBING ENGINEER CITY OF BAKERSFIELD PUBLIC i WORKS A A DESIGN , i AVENUE1501 7RUX77JN `,' MING AVENUE, SUI 7F 251 BAKERSFIELD., CA 93301 BAKERSFIELD, CA 93309 661/726-3507 661141 r • —7342 . FAX. V52 CONTACT. ALPH E. BRABOY RCE CONTAC RANDY BANKS •, •!• LSI• •randyb@mdcengr.com 5500 MING AVENUE BAKERSFIELD, CA 93309 1 1, 1 E A . ♦ JPE ELEC7RICAL ENGINEERING 5500 MINGE, SU17E BAKERSFIELD., CA 93309 L-661 831-7851 F VK'118*31-781,3 C TAC l I "Af I T ST -1., ST -2., ST—J, ST -4,.* ST -8. Sf—"9, ST -13, ST -17, _' J SW -3 4 D t— T— 1, T— 2s T— 3p T— �` &L I. ALL REFERENCES `: CLASS s BE REPLACED WTH CLASS 2 2006AS PER CAL 7RANS STANDARD SPECIFICA 77ONS, MAY 2006 ED/770N. 2. ALL REFERENCES TO CLASS "B" CONCRE0 SHALL BE REPLACED WTH CLASS 3 AS PER CAL7RANS STANDARD SPECIFICA77ONS MAY j 770N. STATE STAi 1 w 8B., -VENCHEMARK BASIS OF BEARIN,.O_._ NGIS PID--AA9723, DESIGNA77ON-P1157, RECORD ELEV. THE BEARING OF NOO'025*31*E FOR THE EAST 341.58' A I • , AT THE TOP OF THE <.. :.i, j: is ° OF 7HE EAST 112 ♦ , ROAD) ,,i .-. j:. #0#?#1§4WEST QUADRANT OF TAFT HWY & GOSFORD ROAD N00'P49#34-vE OF 5EC770Af 33, 30S, R.27E. ,; M.j 1 „. , EAS77NG-7 1674221.05 BEARINGS M. H. 0 P.P. F0_1 S.L. C. 0. MANHOLE ,� H L o .M. POWER W.V. EX/STING MONUMENT Da FUTURE MONUMENT X G.V. STREET LIGHT x STREET LIGHT WIMAST ARM CLEAN OUT EXISTING SIGN Q ♦ 1 I ♦ ~AINmyl LOCATION MAP NOT TO SCALE V �'&. w 1 . 1 CUSS A4 0)? B NO TE: 0,�, � �< 77 -IE CONTRACTOR LL CONTACT THE USA L OCA TOR SERWCE 1-800-642-2444., 48 HOURSRI O EXCA VA 770N. CONFORMED . . . . . . . . . . . . . . . .v Job No.: P2K219 File Path: K: \LDD--ENGINEERING\2011-2o12\KEN711` — Sports Village — Phase 2\dwg\Civil File Name: Base— KEN%11—Ph ase2.dwg 7.1-207 Q?,o'F ESS / W cf C 46515 x Exp. 6-30-13 cm v � F O� CAS\�O� -'.� A� Alli � �" i _ J R A , w 4 39880, PUBLICWORKS DIRECTOR Erm ► wj r , r i s r CIVIL ENGIN mm E� ENGINEERING DATE Z!�,, 3/13/12, TRAFFIC ENGINEERING DATE PARKS & RECREATION DEPARTMENT Q 1 2 3 —EASEMENT ------_________EXIST , T— _____________________________ EXIST A.C. FLOKINE RAILROAD n„ m n nGUA RD RA I CHAIN LINKE X UTILITY SYMBOLS EXIST WA 7 ER LINES EXIST SEWER LINE w EXIS T GA S LINE SD EXIST STORM DRAIN G EXIST AERIALE EXIST UNDERGROUND OH LINES POWER LINE EXIST UNDERGROUND T EXIST Tv TV CABLES PHONE LINE EXIS T OIL/ EXIST FILINE o FO M. H. 0 P.P. F0_1 S.L. C. 0. MANHOLE ,� H L o .M. POWER W.V. EX/STING MONUMENT Da FUTURE MONUMENT X G.V. STREET LIGHT x STREET LIGHT WIMAST ARM CLEAN OUT EXISTING SIGN Q ♦ 1 I ♦ ~AINmyl LOCATION MAP NOT TO SCALE V �'&. w 1 . 1 CUSS A4 0)? B NO TE: 0,�, � �< 77 -IE CONTRACTOR LL CONTACT THE USA L OCA TOR SERWCE 1-800-642-2444., 48 HOURSRI O EXCA VA 770N. CONFORMED . . . . . . . . . . . . . . . .v Job No.: P2K219 File Path: K: \LDD--ENGINEERING\2011-2o12\KEN711` — Sports Village — Phase 2\dwg\Civil File Name: Base— KEN%11—Ph ase2.dwg 7.1-207 Q?,o'F ESS / W cf C 46515 x Exp. 6-30-13 cm v � F O� CAS\�O� -'.� A� Alli � �" i _ J R A , w 4 39880, PUBLICWORKS DIRECTOR Erm ► wj r , r i s r CIVIL ENGIN mm E� ENGINEERING DATE Z!�,, 3/13/12, TRAFFIC ENGINEERING DATE PARKS & RECREATION DEPARTMENT Q 1 2 3 Q 0 cs� 66 N o N 0 n r v— z W N 0 N c~- 0 z E LL] w z 0 z W TITLE SHEET CS -1 SHEET INDEX ♦ ABBREVIATIONS PROJECT LOCATION PLAN CS -3 SITE DEVELOPMENT PLAN-ADD111VE ALTERNATES CS -4 LWM r •� ` -• - a r , i , LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE r• r a r r ry r;' LANDSCAPE r` a ' LANDSCAPE PLAN ra P LANDSCAPE r . LANDSCAPE PLAN r „ •—" -- — SE -3 r ELECTRICAL PLAN SE -4 r "• • r • r ELECTRICAL PLAN SE -5 r • r - SE -6 r IRRIGATION IN SINGLE LINE DIAGRAM &SCHEDULES s, r • r, r r i DETAILS SE -8 OVERALL SITE PLAN IR -1 • r ` r IRRIGATION BYPASS LOCATION PLAN IR -1.1 � r IRRIGATION BYPASS PLAN IR -1.2 • r IRRIGATION PLAN IR -2 a r -r r OTERALL SITE PLAN LANDSCAPE , LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN ry r;' LANDSCAPE r` a ' LANDSCAPE PLAN ra P LANDSCAPE r . LANDSCAPE PLAN r „ •—" -- — RAL ARCHITECTU LA-1 GENERAL• CODE INFORMATION LA -3 OVERALL SITE PLAN ,♦ -AL SITE t LA -4 FLOOR PLAN & ACCESSORY PLAN Al 21 LA -5 REFLECTED CEILING & ROOF PLAN Al 31 LA-6 XTERIOR ELEVA11ONS A221 INTERIORAT A231 LA-•' INTERIOR ELEVA A232 LA -9 SECTIONS LA -1 0 WALL i DETAIL r DETAIL 0 DETAIL SHEET A503 SCHEDULES •.r L_sk9:11 11'' � 11 Exp.6-30-13 SITE ELECTRICAL BitKERSFIELD, CA 93301 OF CA0 MECHANICAL I PLUMBING OVERALL SITE PLAN—FOR FIELD LAYOUT r, , • - a. • FIELD DIMENSION PLAN—AT WESTSIDE F-2 •Ir i.:. r y � r. PLUMBING FLOOR PLAN, DETAILS, &SCHEDULES r. •' ijr'' r „ •—" -- — RAL ARCHITECTU LA-1 GENERAL• CODE INFORMATION LA -3 OVERALL SITE PLAN ,♦ -AL SITE t LA -4 FLOOR PLAN & ACCESSORY PLAN Al 21 LA -5 REFLECTED CEILING & ROOF PLAN Al 31 LA-6 XTERIOR ELEVA11ONS A221 INTERIORAT A231 LA-•' INTERIOR ELEVA A232 LA -9 SECTIONS LA -1 0 WALL i DETAIL r DETAIL 0 DETAIL SHEET A503 SCHEDULES •.r L_sk9:11 11'' � 11 FIELD Exp.6-30-13 SITE ELECTRICAL BitKERSFIELD, CA 93301 OF CA0 MECHANICAL I PLUMBING OVERALL SITE PLAN—FOR FIELD LAYOUT r, , • - a. • FIELD DIMENSION PLAN—AT WESTSIDE F-2 ELECTRICAL PLAN SE -2 PLUMBING FLOOR PLAN, DETAILS, &SCHEDULES r. F-3 ELECTRICAL PLAN SE -3 r ELECTRICAL PLAN SE -4 r "• • r • r ELECTRICAL PLAN FIELD Exp.6-30-13 SITE ELECTRICAL BitKERSFIELD, CA 93301 OF CA0 MECHANICAL I PLUMBING OVERALL SITE PLAN—FOR FIELD LAYOUT F-1 OVERALL POWER PLAN SE -1 MECHANICAL FLOOR &ROOF PLAN FIELD DIMENSION PLAN—AT WESTSIDE F-2 ELECTRICAL PLAN SE -2 PLUMBING FLOOR PLAN, DETAILS, &SCHEDULES FIELD DIMENSION PLAN—AT EASTSIDE F-3 ELECTRICAL PLAN SE -3 ELECTRICAL PLAN SE -4 ELECTRICAL PLAN SE -5 HORIZONTAL CONTROL TABLE SE -6 IRRIGATION SINGLE LINE DIAGRAM &SCHEDULES SE -7 DETAILS SE -8 OVERALL SITE PLAN IR -1 IRRIGATION BYPASS LOCATION PLAN IR -1.1 IRRIGATION BYPASS PLAN IR -1.2 IRRIGATION PLAN IR -2 BUILDING ELECTRICAL IRRIGATION PLAN IR -3 SEWER IRRIGATION PLAN IRRIGATION PLAN IR -4 IR -5 SYMBOLS LIST, DETAILS, AND CODE RULES IRRIGATION PLAN IR -6 OVERALL SITE PLAN SS -1 PANEL SCHEDULES AND FIXTURE SCHEDULES IRRIGATION PLAN �R_7 SEWER PLAN SS -2 TITLE 24 IRRIGATION PLAN IR -8 SEWER PLAN &PROFILE SS -3 TITLE 24 IRRIGATION PLAN IR -9 PARTIAL SITE PLAN LIGHTING AND POWER PLANS GENERAL REMOTE CONTROL VALVE DATA IR -10 PUMP DETAILS IR -11 STANDARD IRRIGATION DETAILS IR -12 STANDARD IRRIGATION DETAILS IR -13 TRAFFIC STRIPING &SIGNING PLAN T-1 DETAILS T-2 WATER OVERALL SITE PLAN W-1 WATER PLAN W-2 Awl o oof Ess � ® � ", REGISTERED CI VI L GI NEER "j C 46515 2 Exp.6-30-13 CITY OF BA KEERSFI EL Ds�q�, C 1 V 1 L 1.501 TRUX TUN AVENUE F BitKERSFIELD, CA 93301 OF CA0 REVISIONS NO. DA TE DESCRIPTION i 1 3/30/12 ADD 2 SHEETS & REVISE ABBREWA 77ONS,r SEE ADDENDUM NO. 2 / I s ill. REVIA TIONS..- CONCREE NIC NO T IN CON' AP ANGLE PO ! BC BEGINNING OF CURVE !.. l..! BCR BEGINNING OF ss PULL = _ CURB r = a P s ! s BLDG BUILDING "" BCR P OR PG PA VEMEN T GRADE =s s . P, GRADE • VC BEGIN VER77CAL CURVE POINTOF _ CB CA TCH BASIN ,! POINT OF CF CUBIC FOOT PRC POINT OF aR. afAR REVERSE CUR VE OR CIL CEN 7 ' COUPLER C&G CURB CONC.C.O.B. CITY OF BAKERSFIELD ROP REINFORCED CONC, PIPI CONCRE7E RENE REINFORCEMENT CONST CONS7RUC770N RIW RIGH T- OF- WA Y CONT ! RT RIGHT CY CUBIC -r SCH. SCHEDULE D7L DETAIL SCHED.SCHEDULE DWY a r STORM DRAIN EC END OF R A- ECR END OF CURB RE7URN SH T SHEET EEC. LLECNICAL SIM. SIMILAR EMBED. EMBEDMENT SQUARE EP EDGE OF "A EVC END VER77CAL CURVE STA A! EXIST EXIS77NG I STANDARD fDN. FOUNDA!SIDEWALK GRADEFG RNISH !. OF ! FOW FACE OF WALL TYP. TYPICAL FT FOOT OR fEET UIG UNDERGROUND 1.. UNLESS l r GAL V. GAL VA NIZED 0 THER NSE GB GRADE BREAK PROPERTY LINE GPM GALLONS PER MINWE PW POINT OF VER77CAL HC HANDICAPPED IN7ERSEC77ON HORIZ HORIZONTAL!' OF CURB INV IN VER ! TOP OF ! JB JUNC77ON BOX TW TOP OF CROSS MAX MAXIMUM MECH. MECHANICAL MIN. MINIMUM MIR s MIRRORED s! _ YON. MONUMENT zCONFORMED SET a Drawn: !'' STATE FARM SPORTS VILLAGE PHASE 2 Job No.:' 9Engineer: 9001 ASHE ROAD 'Checked By. I SHEET NO. CS -2 OF 726 1 2 3 N Q) C - n e -- r z w a� 0 m N O 1 0 CL I z LJ N o a N i N C z_ CC w w z (D z w 0 a S TA TE FA RM SPOR TS VIL LA GE m F SEE SHEET CAw 1 , ` I At AV1 TAFT HIGHWAY A '!L I Y, N AM b, Tou i7A , � AL, 4 O 9\�,i3f ESS . -- -- - -® 4 1 1 Q) REGISTERED C/VW EN GI NEER �C 46515 Exp. 6-30-13 CITY 0E BA KEER SFI EL D y j, C / V i \- 1501 TRUX TUN AVENUE F �®� BA KER.SFI EL D, CA 93301 OF' CAO REVISIONS No. DA TE DESCRIPTION lI 3 CONFORMED SE } PROJECT LuCATION PLAN 7.1-207 Fie nlome.*evse—KEN»—phose2 Drawn: DP STATE FARM SPORTS VILLAGE —PHASE 2 SHEET N0. CITY OF BA KERSFIELL110; CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer: TA T Date: 3/75/12 Checked By.',-:/{t,� 9001 ASHE ROAD CS -3 OF 725 0 1 2 k Q0 Q O U V) Q) N n R z co i U z3 N co 0 C- a� V) x ----_�____ _._.--._.`__._--------�0� •. X10 — ° r^ 0 I...wW�.�.�Wv�.._.w.ww�.�..V...��..w�.�...�.....�Wti.�w��....��.�.�..�..��..�...�..V.....�.........:..�.�,....��w.�...�.�M...�..�.. � I } t � i BGG, 61 I f } F GO NEW FOOTBAL IELDS } I �..w.��.w....�.�.....Y....k.��.w..��.�.�....�.�._wY..�.M.W..-...�.x..�.�..w.M_......�....w.� � k.._..�..�.ww.....µ..,.�..�.w�...-.�,..-.�.�.-....w..�.�..�......�,.k..�...�...�..�..... ��° � I } } _ t 40, AoV } [ } lo 1 SD l _,_______—____________— It s NEW STORM DRAIN LINE TO POINT OF CONNECTION A T WEST OF PLAY FAIR DRIVE. SEE SHEET SD --1. NEW L -L fral'�l_!%TCw EXISTING BUILDINGS I g If • ( I i v �1 gyp• ,�'� 1 I ,0 ,��G• � [ } I( c 1 �® t p��5 F�� 1,�1 I 5 t If 01 I I IIf 01 I If t I I I I [ Oil I to}•} } I i I I It It I } f } t } It i t I�I 1 I i I I r}� t [ } } } I t f } I} I I I f If 6 g I � 1bkI t yt0�0. �61� It I 5 5 M.T. • 1 0 1. I I � If it I t 1g I I, i I If (} ( i SCALE.- .......... If ' . If If I I I I I I I I I [ }i t i _ z BA KEERSF IEL D, CA 93301 OF CA1-`� W x DA TE DESCRIP TION i 1 / / 12. N 2T O N i } r -- 4T O 0 x x ----_�____ _._.--._.`__._--------�0� •. X10 — ° r^ 0 I...wW�.�.�Wv�.._.w.ww�.�..V...��..w�.�...�.....�Wti.�w��....��.�.�..�..��..�...�..V.....�.........:..�.�,....��w.�...�.�M...�..�.. � I } t � i BGG, 61 I f } F GO NEW FOOTBAL IELDS } I �..w.��.w....�.�.....Y....k.��.w..��.�.�....�.�._wY..�.M.W..-...�.x..�.�..w.M_......�....w.� � k.._..�..�.ww.....µ..,.�..�.w�...-.�,..-.�.�.-....w..�.�..�......�,.k..�...�...�..�..... ��° � I } } _ t 40, AoV } [ } lo 1 SD l _,_______—____________— It s NEW STORM DRAIN LINE TO POINT OF CONNECTION A T WEST OF PLAY FAIR DRIVE. SEE SHEET SD --1. NEW L -L fral'�l_!%TCw EXISTING BUILDINGS I g If • ( I i v �1 gyp• ,�'� 1 I ,0 ,��G• � [ } I( c 1 �® t p��5 F�� 1,�1 I 5 t If 01 I I IIf 01 I If t I I I I [ Oil I to}•} } I i I I It It I } f } t } It i t I�I 1 I i I I r}� t [ } } } I t f } I} I I I f If 6 g I � 1bkI t yt0�0. �61� It I 5 5 M.T. • 1 0 1. I I � If it I t 1g I I, i I If (} ( i SCALE.- .......... If ' . If If I I I I I I I I I [ }i t i _ Cl TY OF BAKEERSFIELD.�� CiV1� p� 1.5 01 TRUX TUN A VENUE F BA KEERSF IEL D, CA 93301 OF CA1-`� f t } DA TE DESCRIP TION i 1 / / 12. SEE ADDENDUM NO. 2T I } It } 4T /1 I J f f } I } } it It IfI If 'f ro No A If T If } } } i } } f I } } t 1�J If 11 m File Nome.- Base—KEN711—Phase2 Drawn: TMA Job No.: P2K219 En gin eer: TMA Date: 3/15/12 Checked By. XkCk 1 60' o eRaFESS-/ q At jr, (k'.WA 3r f7 _ REGISTERED CI VI L NCI NEER C 46 515 Exp. 6-30-13 Cl TY OF BAKEERSFIELD.�� CiV1� p� 1.5 01 TRUX TUN A VENUE F BA KEERSF IEL D, CA 93301 OF CA1-`� REVISIONS No. DA TE DESCRIP TION i 1 / / 12. SEE ADDENDUM NO. 2T 4T /1 t ` NO. I - McKEE ROADWAY WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MA TERIALS, EQUIPMENT, AND PERFORMING ALL WORK NECESSARY TO CONSTRUCT ASPHAL 77C CONCRETE PA VING CURBS & GUTTERS, SIDEWALKS, CURB RAMPS, CATCH BASINS, STREET LIGHTING SYSTEM, AND STORM DRAINAGE SYSTEM UNDER THE ROADWA Y ROADWA Y. SEE SHEET C-8. , I, S, NCLUBED IN BASE ) �OWAV NO. — MUSCO FIELD LIGHT POLE FOUNDA TION WORK SHALL INCLUDE ALL LABOR, SUPERVISION, TOOLS, MATERIALS, EQUIPMENT, AND PERFORMING. ALL WORK J5G0 �G� NECESSARY TO CONSTRUCT FIELD LIGHT FOUNDATION. SEE SHEET SE -8. (REMO VED) • 7 J' J J J (INCLlIDEO IN BASE I ) z I'CONFORMED SET a STATE FARM SPORTS VILLAGE -PHASE 2 SHEET N0. 9001 ASHE ROAD CS -4 OF 725 0 1 2 I 0� 0 0 ro, If If SEE SHEET C-1.2 SEE SHEET C-1, ,,Omomm=� noun== mommom omwmmmm mammmm amoms" Naval== onummom ==@==a mmommm umanwm=a monamom ==am== sommoom soma=" Omani wa� ==no== ==mom= mamma= mamma= vmmw� =Ommmu mmm=mm mou� ==no= wunm=w m� ===now ===Mmwmmftow ,Oman= =No=== mommom awmwnm Mann== wmwamm moffxwmm lmuum""" FAIMMMMAM emmmmm=m NNmmmvm monamoss nommumm =Wwnum mo� Smm� monam� it .. ... ... ... y MCKEE ROAD 26+00 27+00 29+00 JV+00 31+00 .72+00 00 ( iftoo 2L f I r --- MMOMBEBN= .......... . .............. . H>.....# ..,,.H,. �..N..N.. .>... ............ I J I Tti..» . .. ......... ....... . ........ —'s ............ € S , It .......... .................. I € 5 £t i ....... ..... ... I y I j I I i I i . H.-> >.,; .N.....I f >��.�-....,,. ,-�.� - s >.,>�,,.�.�.,�>�w �..._ - �, H�.�..N> �k.��..�.--> � ( � � �� ----->------ -- ........... ... ... . . ........ . it � �� € • C4 Of I } If . ........................ 1 T 09f ..................... ........ if?A& ... .... ..... It--- - ----- - - - -- F .......... .............. T ( II ,I( I ( I s I 1 1 I j J J If t tit .......... ..... ............................ ........................ .. ..... .................. ...................... ..... I .......... T COP FIEL 9t NEW MOTBALL- OELDS NEW SOO DS If .......... . ................ .......... ............. If . . ..... . if OPOOM� Oman mmmmm wommum wmmmmm Immmmm= ammomm ammmo� mmmonow ammm� nown� smommummm ommmmmwmm 1000WAIMOMoft so—ST fmrm_�100 f If Ism ...... . ... . It 91 t,::.,....,....,..., ............ 7 loomommom moomommm sommomom annommm 01 =on- JJJ( ��_ � � IJ �� I i i f J I Jz s(s ff ( I F If It if it ISI �� >£r IJi �� .......... I i If Loss momaj I ( I I I I I I J( It ( J I) � � I I I J III if T R • I I (J f€ €€ t f J J If I J J ( � k, ,. 5 f r < I If -- --------- - 1-1 It If J y � }:$ �� z}y If I I I I f fs f JJJ It W TENA!gE DG. ......... ...... RES .. . .... _j . . ................ ....... e� Oman m I amm"Nom M"� a. mass"N's a. NNvmmNm "No"Nomm a. mons"Ns a. man"No"m m� IMMUMMOM Effmom=== moulm� sommosaw sammalm imminguam --�Nvv on" sommonamosso ftft=mmm ==am== mammas ommmm 0=� � wm=mm m=mmm MAMORM now -mm- Go—OWAMM samommon mossman asomposs, NmmNNm gvxmmwom nompaum mwamowom ammanymom 00000� monsoon= anommLvkwo M.H. I SEE SHEET C-1.4 EXISTING BUILDINGS SEE SHEET C-1.5 IWFMM rdpj AM � M VORA yIF ir ; 1 Are MeT'71111 ROUGH GRADING (BY OTHERS) File Name-BaseKEN711—Phase2 Drown: DP PUBLIC WORKS DEPARTMENT Job No.: P2K219 En girt eer.- TMA jDate: 3115112 Checked 0-op"n., t "*a o Q9,(jfESS 10 E. F C I CD rn 11 REGISTERED CIVIV ENGINEER w C 46515 rn Exp. 6-30-13 CITY OF BAKERSFIELD CM 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93,301 OF' REVISIONS No DA TE DESCRIPTION 2 A SCALE: 1$1 =60' CONFORMED SET %'S"JITE DEVE.L.OPMENT PLAN ROUGH,GRADING (N./wC.) Mp VA IT 4rA SHEET NO. C-7.7 OF 125 T- o rn C� C - n z LJ V Q) 0 cc cll Lt 4-1 L- 0 Q - z LLJ U z LLJ OrA BURRITODRAINAGE TOE OF BERM UA 5w, I ............ 071TIn AM 0 /—GRADE BREAK ff AL'lL%v-&,qwALqw-j A Mw's A, A w A iff MIL -7 - — — m :w-.jff-AFff,-LQAA4h A T NORTHWEST CORNER OF PHASE 2 SITE File Some.'Base-KEN711-Phase2 Job No.: P2K219 Date: 3115112 Ora wn: DP sum Engineer. TA Checked By , 7— — — — — — — -- — -- —K— 7— v-------------- I_r__ lb' ojb( .5- 26+ 0o 27+00 u -7i"-] llmflid--mf 1, a 99,of ESS E, Cl) REGISTERED CN11L ENGINEER C46515 Exp. 6-30-13 CITY OF BAKERSFIELD CM 1501 TRUX TUN AVENUE BAKERSFIELD, CA 9,3301 OF CAO'v REVISIONS NO. DA TE DESCRIPTION to 300 A 1. ALL WORK SHALL COMPLY NTH THE 2006 ST47E OF CALIFORNIA DEPARTMENT OF 7RANSPORTA77ON *STANDARD SPECIFICA77ONS AND "STANDARD PLANS$$ AND ALL AMENDMEWS, LAn AND ORDINANCES AS SPECIFIED BY 7HE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMA77ON SHOWN ON THE DRAWINGS RELA77VE TO EXIS77NG COND177ONS IS PROVIDED AS BEST POSSIBLE FINAL RESPONSIBLITY OF VERIFICA 77ON AND ACCURACY IS THE CON 7RA C TOR 'IS. f SCALE 1 '*�-30* ROUGH GRADING PLAN 7 NOTmviNmICONTRACT) . . . . . . . . . . . . . . . . STATE FARM SPORTS VILLAGE PHASE 2 9001 ASHE ROAD x SHEET NO. C-1.2 OF 125 2 L 66 0 N N 0C - n v - z V a� U 3 N U) 0 n I W 0- C/) z N 0 o CD z ry z z LJ 0 0 7+00 T__...._._. _ _ _ .._.._ _ T .— __._ ..._....— .— _.,_, -"� -7— _ __ _ __ _ __ -7 -7. _ _ __._ _ T � _ _ _ _ _ _ _ _ ._ � _ _ ___ _ _ _ — _._ — -- _ — _ — _ _ _ _._. _ 17 y y y Y Y Y Y y Y Y Y Vv �v 29+00 ammm-r^0 nnAexl.nr- R 30+0 _ � A rnn nr- nrn, e r^r- ^P' nP-ne s I � I 32+00 3f 00 I 01 :,iVAI. t .. ..`11111 .. .. �. ..... Fill F File Nam Base—KEN711--Phose2 Drawn: DP Job No.: P2K219 Engineer: TA Date: 3/95/12 Checked Dy.• fill, BEW QROFESS /o1v E . 8� F 110, REGI TERED CIV�ENGINEER � C 46515 M * Exp.6-30-13 CITY OF BAKERSFIELD 7507 TRUXTUN AVENUE 9TF cIV1� BAKERSFIELD, CA 93309 OF CAN - REVISIONS No. DATE DESCRIPTION it € If 3 4 / / 0 =ym PLAY FAIR DRIVE I €€ €KET MAIWV €€ ro LN 09 6 It I fit it it I 8 (NOT IN=CONTRACT) STATE FARM SPORTS VILLAGE - PHASE 2 ,9001 ASHE ROAD 7.1-207 1.3 SHEET NO. C— 1.3 OF 125 0 1 2' 3 it € If it 0 =ym PLAY FAIR DRIVE I €€ €KET MAIWV €€ ro LN 09 6 It I fit it it I 8 (NOT IN=CONTRACT) STATE FARM SPORTS VILLAGE - PHASE 2 ,9001 ASHE ROAD 7.1-207 1.3 SHEET NO. C— 1.3 OF 125 0 1 2' 3 W CL d m w a r- Q LO o N 0 1 ' .....,.,.,.,................ . _ r ------ '5Yj Ibc lb r IV Y f (� 2 V i . 4 € s f f ' , � �BURRr r0" DRAINAGE GRADE BREAK` �' - :�� • . c�°� I ��`G. � ��'� 15�`�� f 41 ,... .........,.......... ...... ...,.,................,...........,..,......�..n.,..... —a --------- , . ,, , . �................� . a, , . .............,. ,::.. ,.. .: _ �� r Pte, I.,m.._...t......................�......,...s,..,......, ......... ....... ,.. ,.............. , ... + . , . s....,,.....,., .. , n.,H ,. , ,......,,�...,, k .., . , . K..F�.... ,..,... • .. ,......M,......,,....0 .... r,F,...,,......�..�,..n�..... w , ..,..........A... �� I ° 1 I g•g `° f 1..... I .. ,, ......,., .,..:...........•..,...................:..................w.,...,................. ..:_ . , .. ,,....�.,..._.,,,,...�.........:n....r,�.......�....�......v.N..............,.�v�,.t....��,...........,t....,...........,K.......,...,...w.....K....................................a..,.....,.. v... .., . �..,�...F.n .:.,.................. �.��.rr....,.�r.,..:.... t M............:�.,�......a.�...vn�,...�.........wa..�,......,,....,.�.,..,a.,,_�.�..... ��o � f I � � I � f ..� � ,t f f fig.• � I f I 5 ... i � I I 1 I I w s s I � • I ......,..............i.::.... I ..................:.... ............................. . f I 1 ( W I , /5 _'5 1 F :... I .:.::..................... I f j I i S f IL Cl- (® I( I a 1 I I I I 1.......� ........ - I f �....,........................................_.........................:...............•.......,.....:.,,....,., :,...,...,... r:....,,..,.,.:...:.....,..,...,.....,,......,.. ,.........,...,....... I s I I v I � I a I I I W I ( I t � I f ( I C? ( I o I g } I I I f } I • ` I I I ( I I N° I I I �GV V A.....:.,.•..:...,,.............,....:.....,..,:.:,..,.,...,,,.........,.....,..,....:.:,.,.....:.,............ ............... �....,......:,.,:.:.... ......:.......... g 14� • �� 1 L GRADE BREAK EXISTING EDGE OF CONCRETE SLAB ROUGH GRADING PLAN YOTYgRS A T SOUTHWEST CORNER OF PHASE 2 SITE File Nome: Base--KEN711—Phase2 Drawn: DP Jots No.: P2K219 E•n gin eer. TA Dafen 3/15/12 Checked ByVKet s Q QROFEssioygt Y. 3�i3�2 CD REGISTERED Cl EN GI EER � C 46515 * Exp.6-30-13 CITY OF BA KERSEI EL D `r�•q7. cm 1501 TRUXTUN AVENUE V I BAKERSFIEELD, CA 93301 OF CAL�Fo� REVISIONS No. DA TE DESCRIPTION O/ /1 0 0 l � j I I .............. �� ._ = �• 41711. iIMI1MIINIIE M� _ • AREA OF GRADING WORK (setTHIS LA�('�E�O�PLAN PHASE 1 PLAY FAIR DRIVE ro_*'1 __ (NOTjwlNmCONTRACT) STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD X SHEET NO. C— i. 4 OF 725 1 2 3 M z Ld a) G7 C— ' GRADE BREAK { { { I II I I I�I I { m I { { I � { I { { II ...............r_...,.....,.,`.....M.........k......,„....�...N...�...,�.v...N�..., �..........w..., .... x.......,..,.....,...M,wM...�....,..�.,n..��......w ,..,., �{ I..................K..........,..........,...................,.................w....r..... s w s { I 3a t„ F c� �... s E f Q e .{ I STROOM a 0 0 0 s I ...............:: I { ll\ .. ..�..,... ,.,..�: .......,.. �"�,..,.,.,,4 .......... .,..,..., ..,...°.-.^•,µ,-��:,,,ar, ... +..m.. ®�. AY.��. .�.�. �...... ....... ....� •�,,. ,.,....-^..,,, •.,..�...l w,....pw...�... ..,...., .a.......... �.. �.... ..,® .—... �..�. ...�. µ..o.. ^�..m.. v.�e.� �.... ... �.. ..,..,��.r. �»Y,,., .,,.,w..� .... ,...M,�., ...... ..,».�.,..�°.�..��.W. .«..... .,...,.,.�H.+�.,�,�.,,.. .w..., ..w.w� ...,,,,., �..., ...,,.v .w.,... £ 0 6b �> { { { . �fl �....�,.•,.�. ..�,,., ......,o„ .�..., ....... ..,w,.., w..w, �.,,. ..,,...,. .,,...�.,,. „w«. ......... ......�. .,�,,,.„. ,,.M1.,.,..,, .....,.. .� .u-,�..,. w.,,,,. .......,,. .+..�... ,.wY.+,. �.....�... ....,.,. °.,,,� «.y�«., ».ems. ..w"x ",�..+v. "BURRITO'” DRAINAGE � � GRADE BREAK o EXIS77NG EDGE OF CONCRETE SLAB O 0- 0 0 z W Y I O N M-• r File ftme.• Base—•KEN711—Ph ase2 Drawn: DP Job No.: P2K219 Engineer: TA Date: 3/15/12 Checked Byr Exp. 6-30-13 CITY OF BAKERSFIELD 0-1 cm 1501 TRUXTUN AVENUE T : I I No. DA TE Rt / / lio A 0• �1 0 �o• JLO PA RKIN�G --: �. I L= fi... � I I i I O I ciaj O l . I� M z Ld a) G7 C— ' GRADE BREAK { { { I II I I I�I I { m I { { I � { I { { II ...............r_...,.....,.,`.....M.........k......,„....�...N...�...,�.v...N�..., �..........w..., .... x.......,..,.....,...M,wM...�....,..�.,n..��......w ,..,., �{ I..................K..........,..........,...................,.................w....r..... s w s { I 3a t„ F c� �... s E f Q e .{ I STROOM a 0 0 0 s I ...............:: I { ll\ .. ..�..,... ,.,..�: .......,.. �"�,..,.,.,,4 .......... .,..,..., ..,...°.-.^•,µ,-��:,,,ar, ... +..m.. ®�. AY.��. .�.�. �...... ....... ....� •�,,. ,.,....-^..,,, •.,..�...l w,....pw...�... ..,...., .a.......... �.. �.... ..,® .—... �..�. ...�. µ..o.. ^�..m.. v.�e.� �.... ... �.. ..,..,��.r. �»Y,,., .,,.,w..� .... ,...M,�., ...... ..,».�.,..�°.�..��.W. .«..... .,...,.,.�H.+�.,�,�.,,.. .w..., ..w.w� ...,,,,., �..., ...,,.v .w.,... £ 0 6b �> { { { . �fl �....�,.•,.�. ..�,,., ......,o„ .�..., ....... ..,w,.., w..w, �.,,. ..,,...,. .,,...�.,,. „w«. ......... ......�. .,�,,,.„. ,,.M1.,.,..,, .....,.. .� .u-,�..,. w.,,,,. .......,,. .+..�... ,.wY.+,. �.....�... ....,.,. °.,,,� «.y�«., ».ems. ..w"x ",�..+v. "BURRITO'” DRAINAGE � � GRADE BREAK o EXIS77NG EDGE OF CONCRETE SLAB O 0- 0 0 z W Y I O N M-• r File ftme.• Base—•KEN711—Ph ase2 Drawn: DP Job No.: P2K219 Engineer: TA Date: 3/15/12 Checked Byr MA MH GRADE A T EXIS77NG EDGE OF SMEW LK t f� 3� t k� ro ?R4F ESS / 0�VV E REGISTERED CIVIL) EN GI NEER C 46515 0 Exp. 6-30-13 CITY OF BAKERSFIELD 0-1 cm 1501 TRUXTUN AVENUE F OF CR-`Fp� BAKEERSFIELD, CA 93,301 11 {I { { No. DA TE DESCRIPTION 1 / / lio A 0• �1 0 �o• MA MH GRADE A T EXIS77NG EDGE OF SMEW LK t f� 3� t k� ro ?R4F ESS / 0�VV E REGISTERED CIVIL) EN GI NEER C 46515 0 Exp. 6-30-13 CITY OF BAKERSFIELD 0-1 cm 1501 TRUXTUN AVENUE F OF CR-`Fp� BAKEERSFIELD, CA 93,301 REVISIONS No. DA TE DESCRIPTION 1 / / lio A I IS PH MAP= GRADING O" (SEt EN GED PLAN PLAY FAIR DRIVE N ,,�,.�. „ate �;•.a vnc � � �� k CONFORMED S (-N0Tmv1NmC0NTRACT) STATE FARM SPORTS ♦ROAD 7.1-207 SHEET NO. C-1.5 OF 125 1 2 3 V_ I 0 00) U) U) 0 -C a_ V) 0 0- V) If fl FUTURE McKEE ROADWAY NEW McKEE ROADWAY I&If If It If SEE SHEET C-2 SEE SHEET C-3 a. a. a. a. mol goommmoum onamooam mompeoRNM U%Mmm"W= immmo"VAM ONOMMUMM MMUMMM� NOMM� WOffMINIUM SPDXXONMM UMMWMMM WOMMMMUMMMft ,Wmm=M ==No== mwxwmm mmmmm nomomm m =Mmmmm mmammo awnwmm now� ===an— inummoun mMjL noxnamm nomwoom mamwomm =Mangum $=MUNN= mowmm� mon� 000010=0 M"� "seawalls r IM KEE ROAD ZZZZZ zz,,,_ —26M 6 27+00 2+�I 30+00 — I — — - 31+00 32+00 Jif 00 i4foo wall —a— sai� Y.I I� "Ilk ................. ........ .......... ........... If oil................. ................ If ......................... . . . . ........ — --------- It I f � I C t I jl I f ; If 0 If It ........... .......... ............ ... . . LU ..... . ................................... OU 13 I1II FIEL6 j #174 FIELD #15 FIELD =#1 6 ...................... 7+__ If woome.) (M.M. fli ri If ...................... .......... B .............. ........ .. .... ........... B T a �B # � ! I � I i I C_ C-6 I I s s I 1,� f I I I f I If fil .............. ........... ........................ ........... . ...... .......... ............. T > I! �NEW SOC CE W. FIEL NEW 1:�I !,OQTBAL.i �IELDS DS _ ! I � � If ................ . ... ..... .................... .......... Ilk: .............. .... . . . .... If If ==MWWAM NOMMOtM a= am No twxmmwAmm =UMWMU*Aft ""m� mm'm*m museum —7— ........................ ! ( I �I f ......... ........................... ..................... ; Jill T ammoom moommo sommmm anomrso� somm� nomommum mommumm now. JL.Woo Mww� **so=== I I I t f s I � � � � i (I • ,...:.,.,r.rr. h...:... ,,..:..�.:.......r,. ,:.<..<w,.<.:;:,:•,..=at- =sl M—. --i =a=- =a=- =M_ ="l :: ff 7� F 7 I I � t f ( I I� �1 I( f t � f F N} � I ��(! I - f tT I I ��If ................ . . .......... ... . . . . . .............. =�D It J! Ilk i F1 ELD f #9 1 FIELD #10.1 1 1 #11 D #12 . ... . ....... T —1 1j fFF ................ .. (J -- - - -_ .................... . . ........................ T( I �! j f k � � � .. rfr If if... ....... If Ilk i - - ,,....,,>,,,,,,,,,,,,,,,,,r„>,.,. _ I( -} wass— If NEW TENA WE DG. . ......... . . . . . .... . ....... • .. . . ... .......• ... TR" )Wp RES ..... I UJ .. . ... ........„#r. ....... . . . ....... ............ .... . ........ L. L�7_ . . . . . . - — - — - — - } Kw , w�� M M w a u , w wv. a� w . M .,w. w Y� �� d w l �--- �� L..... .�. .._ ...._ ..�...... _ ........... If a. N=wmm�mwon N;mmmmm=m awsowagm mossoomm wasumvmm onewm� wommonam anommo� "WON=== Eam� onmea%MM nommmomm mo� panels== nommoomm ingamomm amons� woomwmmm F�wl 40mm=mm mono== ===own awamm mommmeonamn analogous commusno m� mosommum man� mammounm was� vogues$= manage= moommmm ow� gommamim mommommm swallow= ovagamona ammorm� LL I l f! I F U-6 NEWPARKM SEE SHEET C-4 -EXISTING BUILDINGS SEE SHEET C-5 W_M.HH__� 'Lw*'TE DFVELOPMENT PLAN W FINE GRA DING File Nome: Base—KEN71 1—Phase2 IlDrawn: TMA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engin eer. TMA Date: 3115112 Checked By. lcA, �gcjf ESS E A0, -1 —.Of— -Z REGISTERED CIOL ENGINEER u -J C 46515 rn ft: Exp. 6-30-13 CITY OF BAKERSFIELD ks, cm 1501 TRUXTUN A VENUE OF CA-\� BAKERSFIELD., CA 93301 REVISIONS No. DA TE DESCRIPTION 2 EA SCALE: 7 "=60' 'CONFORMED SET %52"TE DEVF[._ OPMENT PLAN=: ILI W FINE GRADING !'Fill M '%W, I WA I weMil �1, W-fiffiNyMI I �, I I � �,i � 1 I V& --EW- 111 SHEET NO. C-7 OF 125 1 2 3 N Li rillW n z Q m 0 LJ O n Q� N U C_ n r-- Z w m U .0 C_ a - I 4-d 0- V) I z LliN 0 I O 0 Z W _Z C5 z w 0 0 m wwolamompao" =a= DAlh%As_''C- TD1rl fir, or"®pi _ rA ll'/ J �. ► wl AI I spm/ � . ►L` File Name: Base—KEN71 1 —Ph ase2 Drawn: DP Job No.: P2K219 Engineer. TA Date. 3/15/12 Checked By. -7- __ _ __ .__ �__ �__ __ _ ___ ___ —N- `7 ' Y Y Y Y Y 27-00 28+0 9001 ASHE ROAD o QgoFEssl°,�� E. c� cn REGIS TERED Cl VI L GI NEER � C 46515 Exp. 6-30-13 CITY OF BAKERSFIELD q Crvj\- 1301 TRUXTUN A VENUE o BA KEERSFI EL D, CA 9330 ®r CAS'\ REVISIONS No. DA 7E DESCRIPTION 3/30/12 ADD GRADE E'LEVA 77ONS PER ADDENDUM NO. 2 /I l 1 1. ALL WORK SHALL COMPLY WTH 7HE 2006 STA 7E OF CALIFORNIA AND ISTANDARD PLANS*v AND ALL AMENDMENTS, LAWS / 1 ORDINANCES AS SPECIRED BY THE CITY OF BAKERSFIELD / OTHER GOVERNING 2 ALL INFORMA 77ON! ON RELA 77 VE TO RESPONSIBLITY OF VERIRCA77ON AND ACCURACY IS 7HE !. ' ! ' A .. 0 .• CROAD .�,..... . .isM�.ii • • •iiaiiiairiii ,: •.:: • : '• ;. .. . fHlifHlllV/�':.:�Nfil<HM%I%' / f /"'. :i,7«Irzvllic ': Ftrlls%ilii45":. ' .:••••/�..,i....fj, f....�., ' :;%It!lllf�lf .:.;;�ilt!{lli4d'�f • Y. ••'/ � Y ••'�•�••✓ :. � ir.»i ssli;S , S ainaa�.sa».� • ` ✓" ii I ■.t_ _FU PLAY FAIR DRIVE C ONFO S"111 7.1-207 x SHEET NO. C--2 OF 126 m n Lli F- 0 n Ln 0 66 N Ir - 0 CN (3) 3: -0 N 0 C - n z Q) co 0 m Q) C - n 0 4V J —0 L- 0 0— V) I 914- -'�- 7- - - - - - - -X--7- - — - w......- - � -7- -7 -7 - - - - - - - -- -r..._._ - - -...._.._.....r -V- 7- 7- - - - - - - -�7- - - - - - - - -- -- - - - - - - - - - - - - -K -7- -7 --7 7 y y y y y y y y y y y y y y 28+00 29+00 JO+00 I 0 mp UMIM 31 f00 32+00 ii+00 File Nome: Bose—KEN711—Phose2 Drawn: DP Job No.: P2K219 Engineer: TA ffimmuvx� Date: 3115112 Checked By. 111GRADE BREAK L O ♦ Dc tf 4) N lb 0jv', 1 1.. (bo 4,1 r- V, NEW PER DETAIL ERED CIVIL EIVJ(DINEER uJ C 46515 Exp.6-30-13 CITY OF BAKERSFIELD .le� civ 1501 TRUXTUN AVENUE 7/Z, BAKERSFIELD,, CA 93,301 OF CA\ -\F REVISIONS No. DA TE DESCRIPTION 3/30/12 ADD GRADE ELEVA TIONS. PER ADDENDUM NO. 2 A 11 2 3 A OIL PLAY FAIR DRIVE 9 I I INE GRADING PLAN 111 SHEET NO. C-3 OF 126 I ill ki��u I OR .5 OOTBALL FIELDS 00 GR, goo goo ZA 17 ir F -.91 T"d L-4 Af I I T 71 70 WIN 7A" i rtl VIM idui Aa kis File Name.- Base-KEN711-Phase2 Drawn: DP Job No.: P2K219 Engineer. TA Date: 3115112 Checked By. jkp -1 . . .... ..... EXIStUNG BUILDINGS egcjf ESS O Y\ E Rq <11 P, IV44k i�f &44tL .......... ........ ....... ................ ............. ......... ........ ...... ........................ ........ ............................................................. ............. Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE CM OF Cm- p c BAKERSFIELD, CA 9,3301 .5 OOTBALL FIELDS 00 GR, goo goo ZA 17 ir F -.91 T"d L-4 Af I I T 71 70 WIN 7A" i rtl VIM idui Aa kis File Name.- Base-KEN711-Phase2 Drawn: DP Job No.: P2K219 Engineer. TA Date: 3115112 Checked By. jkp -1 . . .... ..... EXIStUNG BUILDINGS egcjf ESS O Y\ E Rq <11 P, IV44k i�f &44tL REGIS -rFRED Cl VI GI NEER C 46515 Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE CM OF Cm- p c BAKERSFIELD, CA 9,3301 REVISIONS No. DA 7F DESCRIPTION 3/30/12 ADD GRADE ELEVA 77ONS PER ADDENDUM NO. 2 A 2 3 A li4 7 ................ / IE 'i............ ' ............ F- ...... ..... � 4, ......... McKEE ROAD 'Ile ==moo* AREA OF GRADING WORK:T (SM ENLMM) PLAN PHASE 1 THIS SHM N PLAY FAIR DRIVE_ __ __ _ NJ Fj fAA • CONFORMED S STATE FARM SPORTS VILLAGE — PHASE 9001 ASHE ROAD 7.1-207 I SHEET NO. C— 4 OF 126 0 1 2 3 m C) LLJ 0 n C:� IV) 6i N Ir - 0 0 to c- _0 L_ If (D V) a c - n z Ld U) 0 c\j c- a_ tll 0 U) 0 z Lij o 0 z ry Lij Lij z 0 z Lli OP Fl,TldT4W1_W ��mjj q mp Rp A 0 as WMES • -EXISTING SOCCER FIELDS 2 1 MEMO N FINE GRA DING PLA N 0 A I *jMR a 1111" IF AM � lWlz_ll 0,111 1 Am, File Name: Base—KEN711—Phase2Drawn: DP Job No.: P2K219 En gin e er: TA Checked By. T Date: 3115112 uv l MA TCH GRADE A T EXISTING EDGE OF SIDER''ALK W 11 RAI ,cif ESS E � I W__ WY = &,- - - mss'CD REGIS 7FRED Cl V1 E 1 NEER Lu mm ry C 46515 Exp. 6-30-13 Cl TY OF BAKERSFIELDcjvj\, 1501 TRUXTUN A VENUE e BAKERSFIELD., CA 93301 OF cAo� REVISIONS No. DA 7F DESCRIPTION 1 3/12/12 ADD GRADE ELEVA TIONS PER ADDENDUM NO. 2 2 A 3 3 i Ap 'A' I I rA;vk0,A .................. :�" TIMN441amll m—mbim Z-9 01 Oki Vi I ................ NFORMED- SET STATE FARM SPORTS VILLAGE - PHASE 2 7.1-207 I SHEET NO. C- 5 OF 126 N (D C_ CL z V co 0 0- Cn 4 i 1-1 ...... SEE DETAIL J13 A j I RIO in r2 SEE DETAIL DRAINAGE SWALE & "BURRI TO" MOM MMM MUM BOOM MM MMM =no* 0 nlf 184' PARKING LOT CABLE BARRIER FENCE ,o,--B(0SWALE—,,,,, r -AC PAVING Fli, All jr IF=w 11W��,,0111117 File Name: Base -KEN71 1 -Ph ase2 Dro wn: DP Job No.: P2K219 Engineer TA Dote: 311,5112 Checked By. -�4 SEE DETAIL ( 00, mom= X� a DRAINAGE SWALE & "BURRI TO" DRAINAGE SWALE FINISH GRADE & "BURRI TO A Q,;Xof ESS VEAN IiA �bIL � 'I�L�w /kV�l '3/ l � l!9 ��' �O�O -9��i 'LA C.D U_j REGISTERED I I EN GIN C 46803 Exp. 6-30-1 CITY OF BAKERSFIELDC/vl 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 OF CAO� REVISIONS N®. DA TE DESCRIPTION A 14Ad, 1000�4 00 3 00 00 EXIS77NG GROUND DRAINAGE SWALE & "BURR/ TOJv 7.1-207 SHEET NO. C-6 OF 125 :2 n . W 0 w 0 U U A -0 N 0 C_ I r r-- z W U) U m C) 0) N N U) U C_ n t.7 Q a I r- t` Z W N t -- O N I r r' `./ zN W W Z CD z W ( 0 0 EXIS77NG GROUND =1 I I—I 11—f! 1=i IT=1 I I---III—I 11—i 1 1=1TI— r%rl A BAB A ^r* ^SAI A ) r- rmWTTM71�" �7 tJ `— COMPACTED SUBGRADE lwmm--' no= —"'� SECT/ON C,,C (LOOKING EAST) NOT TO SCALE f ti 11^1 I ^f% A AP' EXISTING SIDEWALK Ir M N � Mi � o QROF ESS pEAN CONFORMED FT, . . . . . . . . . . . GR AD, NG SECT ,ON S I 7 1 -zoo File Nam Base--KEN7ii—Phase2 Drawn: DP STATE FARM SPORTS VILLAGE — PHASE 2 SHEET N0. Job No.: P2K2 / 9 En gin e erg TA Date: 3115//2 Checked By,,-'1XxtA 9001 ASHE ROAD C— 7 OF 125 0 1 2 N REGISTERED CIVILOENGINEER 0 46 803 Exp.6-30-13. CITY OF BA KERSFIEL ® s�� C 1 v � 9501 TRUXTUN A VENUE OF CA��o� BAKERSF�IELD, CA 93309 REVISIONS No. DA TE DESCRIPTION 1 0l /I OI CONFORMED FT, . . . . . . . . . . . GR AD, NG SECT ,ON S I 7 1 -zoo File Nam Base--KEN7ii—Phase2 Drawn: DP STATE FARM SPORTS VILLAGE — PHASE 2 SHEET N0. Job No.: P2K2 / 9 En gin e erg TA Date: 3115//2 Checked By,,-'1XxtA 9001 ASHE ROAD C— 7 OF 125 0 1 2 N N ry Lu n m 0 _j � --i -j __j Q) vQ*i ?m z z f1' N FUTURE McKEE ROADWAY 9 3 8 . . ............. 7- 0 13 r 1.00Z 1.04X 1.06X . ...... ..... ..... . . . . . . . . . . . 131 ................ ................. . .. .. .. .. .......... ... . ....... ... ...................................... .......... .... ...... .................. ........ ............................ ..................... .............. ............... ..... ......... ............. ........ ........ ................ s............... .......... .............. E 'Z.3 Cn i ` :I I )c f 0 'Ca CS NEW SOCCE R, FIELDS ....................... ............. .................................. 0-) C z co m > 0 tll C_ n 00 0 Ci 0 z Z Lij I Cz 'Zis Cl TY OF BAKERSFIELD C/v 1501 TRUXTUN A VENUE CW-� -08 Q L4 7- Q- DESCRIPTION 5'" TOP OF BERM CONFORM TO EXISTING GROUND 3 L lax . ........... ;.. ,,,soft UJ . . ............. 7- 0 13 r 1.00Z 1.04X 1.06X . ...... ..... ..... . . . . . . . . . . . 131 ................ ................. . .. .. .. .. .......... ... . ....... ... ...................................... .......... .... ...... .................. ........ ............................ ..................... .............. ............... ..... ......... ............. ........ ........ ................ s............... .......... .............. E 'Z.3 Cn i ` :I I )c f 0 'Ca CS NEW SOCCE R, FIELDS ....................... ............. .................................. 0-) C z co m > 0 tll C_ n 00 0 Ci 0 z Z Lij I pl, VIM Exp. 6-30-13 yk Cl TY OF BAKERSFIELD C/v 1501 TRUXTUN A VENUE BAKERSFIELD, CA 9.3,301 OF C 7- No. DA IL DESCRIPTION A 3/30/12 REWSE CONSTRUCTION NOTE 11 PER ADDENDUM NO. 2 3 lax 11 A E: Ci- to t6 2 Q cs 94 1; <J 1 1 64 :-Z EXISRN� GROUNP AT n-OKINE N Szi V.- N I ® (Z� Q Q_Q C3 to I EXIS77 GRO UNP AT FLOWLINE N N Or, CS Q� N L4 N ;:�i L_g z2Z2 FZ 4 I;q 47 U ) Ict NEW FZPNCINE NEW EW FZbKINE N L s= -a 407 qmxj, ....... ...... =+a2or. -a4074 S= -a. 401wo sa5Ox S=-0.4 '070 a2m. 50 VER77CAL UR VE 27 Lz 31.56' 5P 0 - -------------- iER 77CA L URVE 11111 11 1111 Will mi pl, VIM q V� Iasi m File Name' Base-KEN711-PhGse2 Drawn: TMA Job No.: P2K219 Engineer.• TMA Date: 3115112 Checked By. R ()F Ess C) .4 L . CID REGISTERED Cl VI E(IJ31NEER u -j C 46515 Exp. 6-30-13 yk Cl TY OF BAKERSFIELD C/v 1501 TRUXTUN A VENUE BAKERSFIELD, CA 9.3,301 OF C REVISIONS No. DA IL DESCRIPTION A 3/30/12 REWSE CONSTRUCTION NOTE 11 PER ADDENDUM NO. 2 3 lax 11 A E: to t6 2 Q cs Cs 1; 1 64 :-Z N Szi V.- N I ® Q_Q C3 I EXIS77 GRO UNP AT FLOWLINE Or, CS Q� N Icy 4*3 N FZ U ) Ict NEW EW FZbKINE s= -a 407 qmxj, ....... ...... =+a2or. sa5Ox S=-0.4 '070 27 Lz 31.56' 5P 0 - -------------- iER 77CA L URVE mwl q V� Iasi m File Name' Base-KEN711-PhGse2 Drawn: TMA Job No.: P2K219 Engineer.• TMA Date: 3115112 Checked By. R ()F Ess C) .4 L . CID REGISTERED Cl VI E(IJ31NEER u -j C 46515 Exp. 6-30-13 yk Cl TY OF BAKERSFIELD C/v 1501 TRUXTUN A VENUE BAKERSFIELD, CA 9.3,301 OF C REVISIONS No. DA IL DESCRIPTION A 3/30/12 REWSE CONSTRUCTION NOTE 11 PER ADDENDUM NO. 2 3 348 344 UU 1 40' VERT 1 '*'*-4'* mp m dp AP A MIP AP A AN 'A SHEET NO. C-8 OF 126 lax 11 A E: 348 344 UU 1 40' VERT 1 '*'*-4'* mp m dp AP A MIP AP A AN 'A SHEET NO. C-8 OF 126 00 cn -0 N 0) 1 c - n I z cn U 4-j L- 0 0- z 0 CN I--,' CD z Li z �5 z LJ M MN MAI HT0191 im =1 9-2 1 -r"l I r% r- I A 1 -.0 r- 9"% 01% A r% I A a A %, 10 No =1 0 77 7 VERT I "-- 4 am um * Exp.6-30-13 CITY OF BAKERSFIELD kp C/vl\- 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF' CAO REVISIONS No. DA TE DESCRIPTION A *-A ilk A LQ EXISTING GROUND AT FLO INE W S6 0-c kS. g01cg®® CQ N Q � y T �5�. $ � EXIS AT FL ®FYI INE EXIS � � izt "�m Z � Wim- C'®4�``s, �'??��'�� S {y�i' ' O FU FLOWUNf IN Q L '�?-� ` ® U CQIQ � �" m '40 FU FL 0 INk" i.,� M. C'4 LL�t 5 t --z if XISTN' FLOK L 4 WS= 0. 401o! ls=050Y4O' - I awAmemm, =-0 -403' $=-0.4 4 4— L' �103.67'1 • + 1=4Z 12 7 5 5 L=31.27 L+31.56 EXIS 17NG FLO INE f . ... ......... am um � 0 m Soulm rr-21ROFILE File Nome, Base—KEN711—Phase2Drawn.- TMA Job No.: P2K279 Engineer TMA 1 Date: 31 5112 lChecked By. Vs(A. fA. NWA MN Aft WBiv wwca Q?,Cjf ESS E. REGISTERED CIVAJ ENGINEER C 46515 * Exp.6-30-13 CITY OF BAKERSFIELD kp C/vl\- 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF' CAO REVISIONS No. DA TE DESCRIPTION A *-A ilk A LQ EXISTING GROUND AT FLO INE W S6 0-c kS. � y T �5�. $ � - � � � � Y) � dp "�m Z � Wim- C'®4�``s, �'??��'�� S {y�i' ' O FU FLOWUNf IN Q L '�?-� ` ® clq � �" m i.,� M. t°� LL�t 5 t --z L 4 WS= 0. 401o! 1=4Z 12 5 5 L=31.27 L+31.56 EXIS 17NG FLO INE f � 0 m Soulm rr-21ROFILE File Nome, Base—KEN711—Phase2Drawn.- TMA Job No.: P2K279 Engineer TMA 1 Date: 31 5112 lChecked By. Vs(A. fA. NWA MN Aft WBiv wwca Q?,Cjf ESS E. REGISTERED CIVAJ ENGINEER C 46515 * Exp.6-30-13 CITY OF BAKERSFIELD kp C/vl\- 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF' CAO REVISIONS No. DA TE DESCRIPTION A *-A ilk A CONSTRUCTION NOTES: CONS TRUC T A 0 C. PA VEMEN T PER DE TA X 1 ON SHEET 0-12. F21 CONS TRUC T A. C. PA VEMEN T PER DE TA It S 2 & 3 ON SHEET C-13 CONS TRUC T P.C. 0. TYPE T'v CURB & GU T7ER PER COB S7D DETAIL CONSTRUCT P.C. C. TYPE i CURB & ISLAND PER COB SM ST -2. 5 CONS TRUC T P. C. C, SIDEWA L K PER COB S 7D MATCH EXIS77NG WERE APPLICABLE CONSTRUCT CASE -vCMN P.C. C. CURB RAMP PER CAL TRANS S7D PLAN A888. n7 INSTALL CABLE BARRIER FENCE PER DETAIL J ON SHEET C-20. hy CONSTRUCT CATCH BASIN PER S0 SHEETS. Fifl INSTALL MONUMENT FRAME & COVER TO GRADE PER LEGEND. - FULL DEPTH ROAD CONSTRUCTION PARKING LOT AC PAVEMENT CONFORMED SET AW AP MP Ap • AP 1p A & A 4A 11 S TA TE FA RM SPOR TS. VIL L A GE - PHA SE 2 9001 ASHE ROAD x SHEET NO. C— 9 OF 125 1 2 N ry z < m Nf re MMA HORIZ 1 "=40' VER T 1 4' r7i REMOVE GRA TED INLET FUTURE CURB & GUTTER REMOVE GRA TED INLET 13+00 14+00 15+00 16+00 17+00 ----18+00— 19+00 20+00 . .. .... 1. 19x-- F z 78X - - - - - - - - - - - - - - - - . . . . . . . . . . . . _ .� gam. _ _ _ �. _ . ....... ... ....... .... . - -_- ...... - ---- - _-__'_'_"1 _ ..e.. �� .�� .w.e ...w �..,� w.w•� w•- �e .w. _ ww ....... w.ww _ �. �� _ -w. ww.e, �. ...w... -... �w _ .e �.�• w.w, ...we .r nw.. n•w.. �...... _.. nw.� _ .-. S ? .r.w, _ .�... ��. ....ww eww ..wee ..�.. n.... _ .ew. .w. ,...... wew. •wr e.w. w.ww. •w... ew.. .w.. .n.w nw,. _ _ _ _ www e..... .w.... ....e. _ _ •�..,� ..- _ �...� ..,.n. _ _ .mow _ _ _ _ _ e _ � ` t .......... ........................ - - - - - 'k .................. . . . . . ............. ...... T----'-') ...... . ............. . '7 . .. . ..................... . ........... . ......... ..... . .. . ........... ...... . .. . ......................... lwt! ifi j. 14Mr. "'foe 011-1 Hii '12 7" I IF 7j 3 L L�ji DRAINAGE FUTUOE SIDEWALK' \—FWUf E TOP OF ERM �E TOE FUTUE GRADE BREAK --1 FUTU OF �ERM -ETJ S. SH FIELA AW TUR # I's No AP AW'� REGI,STERED CI VIN u-1 4651IXTI ct C 5 Exp.6-30-13 Cl TY OF BAKERSFIELDx- cm 1501 TRUXTUN AVENUE 0, F A0 BAKERSFIELD., CA 93301 )0 RAEVISIONS No. EXIS771IG GROUND A T FL 0., WL INE A C14 C�o a k I C.-) CDC Q Q3 C3 00 zt (Zi EXISTING GROUND AT FLOWLINt mi CIO _J_ Jr FU77JRF FLO KINE mown mummom W= man wasumm wommmom wwm� I "Womm wwwommm FUTURE FLOWK s= a 407o ,,Doom S= 0. 201o,j '10..... gnaw== ,,moon= wommomm mm 10"mme I` 4= 103.67 n!k 80 s =-0rww. 20 7 v =now=, "WON== -4- 1=47 12 L=1103.67 L=47112 501> VERTICAL: R77CA L'. CURVE VER TICAL CURVE won= ....... AP AW'� [�CC�rAp Alp File Nome- Base—KEN71 1—PhGse2 Dra wn: TMA Job No.: P2K219 Engin eer TMA Date: 3115112 Checked By W,fp W JA W1 NXIIA W1 I 99,0FEss / qE. & \-\ <�,\ - REGI,STERED CI VIN u-1 4651IXTI ct C 5 Exp.6-30-13 Cl TY OF BAKERSFIELDx- cm 1501 TRUXTUN AVENUE 0, F A0 BAKERSFIELD., CA 93301 )0 RAEVISIONS No. EXIS771IG GROUND A T FL 0., WL INE A C14 C�o Q3 Jr FU77JRF FLO KINE mown mummom W= man wasumm wommmom wwm� I "Womm wwwommm S= 0. 201o,j '10..... gnaw== ,,moon= wommomm mm 10"mme I` n!k 1=47 12 L=1103.67 VERTICAL: R77CA L'. CURVE . .. ... .. [�CC�rAp Alp File Nome- Base—KEN71 1—PhGse2 Dra wn: TMA Job No.: P2K219 Engin eer TMA Date: 3115112 Checked By W,fp W JA W1 NXIIA W1 I 99,0FEss / qE. & \-\ <�,\ - [AW FULL DEPTH ROAD CONSTRUCTION PARKING LOT AC PAVEMENT L A*AMP -A A A A SHEET NO. C-10 OF 125 REGI,STERED CI VIN u-1 4651IXTI ct C 5 Exp.6-30-13 Cl TY OF BAKERSFIELDx- cm 1501 TRUXTUN AVENUE 0, F A0 BAKERSFIELD., CA 93301 )0 RAEVISIONS No. DA TE DESCRIP77ON A [AW FULL DEPTH ROAD CONSTRUCTION PARKING LOT AC PAVEMENT L A*AMP -A A A A SHEET NO. C-10 OF 125 a- 00 o 0') 0 ME Kia Q�oFEsse9�\EXISTING GROUND v FUTURE McKEE ROADWAY * 9+00 all GRADE BREAK t ..J tt,,II� 1.08X . . . . . . . . . . . . . . . . . . . . ..... ..... I I DRAINAGE "--GRADE BREAK STA 11+75.4018.00' RT FOA1 EXISTING GROUND AT FLOKINE EMU File Name.-Base—KEN711—Phase2 Drown: TMA Job No.: P2K219 Engineer: TMA Date: J115112 Checked By. gamma HORIZ 1 40 VERT 1 =4 REGISTERED CI VI ENGINEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD CIVI 1501 TRUXTUN A VENUE BAKERSFIELD., CA 93301 OF CAOF REVISIONS N®. DA TE DESCRIPTION Cz 2 L* 3 EXISTING GROUND AT FLOKINE EMU File Name.-Base—KEN711—Phase2 Drown: TMA Job No.: P2K219 Engineer: TMA Date: J115112 Checked By. gamma HORIZ 1 40 VERT 1 =4 REGISTERED CI VI ENGINEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD CIVI 1501 TRUXTUN A VENUE BAKERSFIELD., CA 93301 OF CAOF REVISIONS N®. DA TE DESCRIPTION A 2 L* 3 2 6 Ld MA TCHI, GROUND A T FLO A INE FU7-ZJRE FLOkINE MA TCH, GROUND A T FLO 14 INE FLOkINE 1,r--FU7URE S=-0.2071 L=103.57' L= i,4Z 12 EXISTING GROUND AT FLOKINE EMU File Name.-Base—KEN711—Phase2 Drown: TMA Job No.: P2K219 Engineer: TMA Date: J115112 Checked By. gamma HORIZ 1 40 VERT 1 =4 REGISTERED CI VI ENGINEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD CIVI 1501 TRUXTUN A VENUE BAKERSFIELD., CA 93301 OF CAOF REVISIONS N®. DA TE DESCRIPTION A 2 L* 3 2 6 Ld MA TCHI, GROUND A T FLO A INE FU7-ZJRE FLOkINE 5=-0-24 mommm ==now= 507* mawaft" mom L=103.57' EXISTING GROUND AT FLOKINE EMU File Name.-Base—KEN711—Phase2 Drown: TMA Job No.: P2K219 Engineer: TMA Date: J115112 Checked By. gamma HORIZ 1 40 VERT 1 =4 REGISTERED CI VI ENGINEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD CIVI 1501 TRUXTUN A VENUE BAKERSFIELD., CA 93301 OF CAOF REVISIONS N®. DA TE DESCRIPTION A 2 L* 3 FULL DEPTH ROAD CONSTRUCTION PARKING L 0 T AC PA VEMEN T AD A' MP Ap Mk SHEET NO. C11 OF 125 L0 0 N T_ —C 0 :E0 C_ CL z Qa tU CL 0 0 CD z li z (D z 0 ?A' vARIFq13R`n" To Rq'ni`) 4.41 /1" 7, V W 6 %.lowlyff wasomm === mmm C3�' SCALE: 11�—V-0" R '911 1.4 t- /1" Fi9ty fir SCALE: I'W—O" File Nome, Base—KEN711—Phase2 Drawn: DP Job No.: P2K219 Engineer. TA Date: 3115112 Checked By._.� .- i1' 1,t® n" r4- SECT/ON SCALE: 1"t-10'-0" -DRAINAGE SRALE PER DE TAIL 18,) -EXIS77NG SIDEWALK o ,00f ESS E A to,Ao�u ".. _T7�� 7i�3/1L ��tp\'e� . 6,��e��`y� '000 REGISTERED CIVIQENGIIVEER C 46515 Exp.6-30-13 Ae CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE cm OF, F CAO� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION If A 4 -CONFORMED SET 'awl STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET NO. C-12 OF 125 w ( m N 0- a� 0 Q V) I z W V N N I 0 0 z E w Li z �5_ z w 0 a 10 � s s a 1p 0%' ' i j FDIEVVWJ ANNUM I L, • 36'O P NEW McKEE ROAD W4 Y W-00 1 1T3'-0" 46E INLET A' AN 4" AC PA VlNG OVERCABLE BARRIER FENCE AGGREGATE BASE PER DETAIL � B/OSWALE .SEE DETAIL 1 PER DETAIL 3" AC PAVING OVER COMPACTED BACKFILL S!D WALK NEW DRAINAGE SWALE 40 AGGREGA TE BASE SEE DETAIL 2 TOP OF SLOPE PER DETAIL 2 2/* 2% -.n ."'"" a ""C EXCA VA TE EARTH �o �� 1 MAX. EXISTING GRADE (i��/< X/� ��/��/��i��/��/��/��/��/�%�/��/ /��/�� ` / /�� NEW FINISH GRADE .1 11-1 11=! 11-1 I Irl I - ice/ /ice/ice/ik/i�/ily"y"/i�/ice/ice/ice/ice/i `/i`/i� `/ /ice/i -1 I i-1 I ISI 11=f 11-1 I��i��i��ie�s��i�i��i�s��i��s��i��i��i��i \��i�e /0 N/��i� _ _�......................,.................. ....... 1��1 N SIDEWALK 1--- 5Z 0 V V!!ll R V di..i./ vvarr of a♦ Ctrs. sinim ammiam SHCTION SCALE 1"W -O" "Aft Lwl NOSWALE #ER DETAIL MIRROR F ,,A WNG ! t ~ ,t BASE N 0 0, A W WLWO O C'Ra� ESS /O ; REGI REL? Cl VI L N I NEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD q7. e1vt\- 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 OF' CA\_ REVISIONS No. DA TE DESCRIPTION 3/30/12 CORRECT CABLE BARRIER FENCE LOCA TION PER ADDENDUM NO. 2 Nj2 7 1/ 12'O" 1 14'--0" 1 25--0» , 1 16..36' 1 14'--0** I TOP OF SLOPE 3 TOE OF SLOPE 1 MAX. no- ORA/NAGE SWALE PER DETA/L e f8 f7NlSH GRADE ----\ 1VANES .wyv 7'-0" 7'-0" /-V1f+77A1^ ^n^1 /AIn rr1 rrr iil Iit fl1 III III !tl III III III III {Il I)/ lil ill ill III III it rrr rrr 111 11I +111 111 all 1 III sit III 111 111 Ile rrr rrr rrr Iil rrr 111 rrr rrr rrr ... .t1 .., ... ,.. .. ... .. .-- --- - ..- -- - CAP INLET DRAIN EXISTING DRAINAGE PIPE NEW DRAINAGE INLET COMPACTED SUBGRADE COMPACTED SUBGRADE AFTER FILLING PIPE TO BE ABANDONED mewils 00=00. WITH CLSM SLURRY CUT & CAP PIPE EXISTING DRAINAGE 'BURRITO SE rsw_"`� SE SECTION FOR FUTURE ROADWAY r4 =CTION =CTION SCALE 1 � 10' 0" SCALE: 1"%-W-0 � SCALE: 1 "--10'-0" CON,.FORMED SET 7.1-207 Tile /Name• Base—KEN711—Phose2 Drawn: DP STATE FARM SPORTS VILLAGE - PHASE 2 SHEET 11lQ. 71 -Yr OF E?A KERSFIEL D. CA L IFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer. TA 9001 ASHE ROAD C-1 J OF 126 Date: 3/15112 Checked By.• i 2 3 Z Q m 0 w F- 0 n C— 3 N c - q C-" Cr z V I N m / U N 0 0 c - n I co J V) r -- C^" z w N r -- a 0 V ry w z z w 0 a 92 �► i` sUA ..: , SCALE: 1`40' lm� ... I'� ,'ant � � MIS � ■rr � � GRADE BREAK 11 TOE OF M f . I . TOE OF BERM GRADE BREAK f Q QR°F Ess io,�� ca cn REGI S T RED CI VI L E/NEER � C 46515 Exp.6-30-13 C1 T Y OF BA KERSFI EL D q C 1 V 1 r- 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 0r cA�.r REVISIONS No. DA TE DESCRIPTION CORRECT DETAIL BUBBLE REFERENCE. ADD 7RUN- 3/30/12 CA TED DOMES A T DW'S. REMISE CONST NOTE 16. _ DELETE VEE GUTTERS FEST OF NEW BUILDING. SEE ADDENDUM! NO. 2 2 CONSTRUCTION Flj # ON SHEET C-12 CONSTRUCT A.C. PAVEMENT PER DETAILS 2 & 4 ON SHEET C-13 COB ST9 DETAIL ST -1. CONSTRUCT HEADER ER DETAIL J ON SHEET C-22. CONSTRUCT P.C.C. TYPE -Vp MEDIAN CURB & ISLAND PER COB ST9 DETAIL ST -2. 1 PE ON SHEET C-22. ` CONSTRUCT P.C. sem. PER DETAIL /'< SHEET C-22. CONSTRUCT 8` WDE CONCRETE SIDEWALK PER COB O/ / n9 CONSTRUCT I t /; ST9 RO CONSTRUCT T `DWDE CONCRETE PAVEMENT _. PER DETAIL ON n1l CONSTRUCT CASE "CU -9 P.C.C. CURB RAMP PER CAL TRANS STD PLAN .8s n12 INSTALL YELLOW A.D.A. 7OMESDETECTABLE TRUNCA TEDn13CONSTRUCT y DRIVEWAY PER ' I . STD DETAIL i CONSTRUCT 2.5" WDE P. C. C. VEE 6UT7ER PER DETAIL 4 �mCONSTRUCT JF WDEP.C.C.VEE GUTTER PER DETAIL ON SHEET C-22. n16 CONSTRUCT EXPANDED CONCRE7E PAD PER DETAIL 1 ON SHEET 0. i[a CONSTRUCT REINFORCED O ON CONSTRUCT ON /. R19 CABLE s ., .ar s PER DETAIL ON INSTALLSTRIPING, R21 INSTALL 4-v WHITE DIAGONAL GORE STRIPING. R22 INSTALL HANDICAP PARKING STALLS PER D7L 110-21. INSTALL PRECAST CONCRETE WHEELSTOP PER D7L 510-21.; R24 INSTALL INLET DRAIN PER DETAIL m INSTALL BASIN PER DETAIL m INSTALL r s , • t ELECTRICAL , dr , r CONSTRUCT 5" WDE P.C.C.VEE GUTTER PER ! R28 CONSTRUCT w , . PER DETAIL , , 4 R29 CONSTRUCT R3OCONSTRUCT FLAGPOLEPER DETAIL FULL DEPTH R`rr e ,CONFORMED SET-` � AP A iF/I 7► ! KmAA t , 7.1-207 trle Name: Base—KEN711--Phose2 Drawn: DP STATE FARM SPORTS VILLAGE PHASE 2 .SHEET N0. Job No.: P2K219 Engineer: TA Date: 3/15/92 checked By.• 9001 a SHE ROADC--14 OF 126 0 1 2 N n O O C6 N 0 O 0 r i+ AND ML'E S GREASE SAMPLING BOX TO BE ADJUVED TO GRADE NEW PLANTER NEW TRASH ENCLOSURE �G �lK ° Fo �z80Is 0 E B NEW WS 0 g y FF=345.44) IK �a° FG oti NEW411. A41 0 �(I o NEW PLANTER NEW REINFORCED CONCRETE SLAB (SCORE LINE PA TTERN TO MA TCH5117 EXIS77NG ADJOINING SLAB) P=347.20 P=347.40 GIM DING' PLA N A T NE W BL L' ; P=347.45 P=347.62 GjAr P=347.03 P=347.20 P=347.39 P=347.45 CABLE BARRIER FENCE TYPe P=347.44% P=347,67 P=347.21 P=347.27lsjl%?P=347.61 P=348.03 P=347.53 P=348.12 { P=347.85 P=347.46 P=348.04 { , P=345.76 P=347.84 P=347.05 P=348.12 P=344.35 P=344.30 P=344.47 P=345.91 P=344.50 P=344.30 T p¢6 'i O. ` . • . .• .� e • a+-... •-.-.. . e.. . e .`... • �. • �.� • � •. �.. • . .ms.µ a �... P=344.37 Q O.1• O® R.® 4YNtiN OwY Owwl el4i• fBfiWK � OeN i1MW � !� ®ilt Oil �. Wwp� 1. • ; • • • • • •. • +� O • :.. P=348.30 . �. 1 1 � P=348.29 . • , • s s -1 I I �,L I I I I N I rl P=346.20 P= 46. 2 P=345.91 P= 46. =3 7.8 P=345.54 P=346,8 P=347.30 P=344.61 P=345.60 P=346.7 P=347.96 P=344.60 P=345.7 P=346.9 P=347.84 P=344.5 �- ® ® P 34515 0=347.9 P=344.50 ® i•wi .�..�. Q P=344.50 P=344.35 P=344.66 P=345.97 P=344.40 P=344.40 P=345.93 P=344.45 P=345.85 P=347.85 P=347.85 P=347.03 SEE PLA A P=347.28 P=347.04 FOR GRADING FLAN THIS AREA P=347.44 P=347.45 CABLE BARRIER FENCE TYP. P=347.20 FTI REGISTERED Cl VIL E 1 EER r c 46515 Exp.6--30--13 r P=347.40 P=347.40 No. DA TE DESCRIPTION 3/30/12 P=347.68 P=347.40 PER ADDENDUM NO. 2 P=347.25 P=347.68 P=348.12 11 OF CONCRETE SLAB 5r l • • 1 • Z' :• •• • •: • M • • �. Wwp� 1. • ; • • • • • •. • +� O • :.. P=348.30 . �. 1 1 � P=348.29 . • , • s s -1 I I �,L I I I I N I rl P=346.20 P= 46. 2 P=345.91 P= 46. =3 7.8 P=345.54 P=346,8 P=347.30 P=344.61 P=345.60 P=346.7 P=347.96 P=344.60 P=345.7 P=346.9 P=347.84 P=344.5 �- ® ® P 34515 0=347.9 P=344.50 ® i•wi .�..�. Q P=344.50 P=344.35 P=344.66 P=345.97 P=344.40 P=344.40 P=345.93 P=344.45 P=345.85 P=347.85 P=347.85 P=347.03 SEE PLA A P=347.28 P=347.04 FOR GRADING FLAN THIS AREA P=347.44 P=347.45 CABLE BARRIER FENCE TYP. P=347.20 FTI • , • GRADEBREAK �P=347.26__ TOE OF BERM /'A INA GE 1� P=347.61 TOP OF BERM SIDEWALK - i 00 P=347.98 • • I 1 • 'r 1 i N V -70 WN rum w • •� •t I r1l P=34,8.09 P=347.62 P=347.16 .20 ` • • �y • • P=345.00 r � - -b48128 I P4348154 344.701 RR WARM �r �r ,• t 11., . .. 1 ,. File Name.- Base-KEN711--Phase2 Drawn: DP Job No.: P2K219 En gin eer: TA Date: 3/15/12 Checked By. ,, SCALE 1 400 Q Q?OF ESS / ONS` C/O) aQ gyp, REGISTERED Cl VIL E 1 EER r c 46515 Exp.6--30--13 Cl TY OF BAKERSFIELD q�cm 1501 TRUXTUN AVENUE F P=347.40 P=347.40 No. DA TE DESCRIPTION 3/30/12 P=347.68 P=347.40 PER ADDENDUM NO. 2 P=347.25 P=347.68 P=348.12 11 • , • GRADEBREAK �P=347.26__ TOE OF BERM /'A INA GE 1� P=347.61 TOP OF BERM SIDEWALK - i 00 P=347.98 • • I 1 • 'r 1 i N V -70 WN rum w • •� •t I r1l P=34,8.09 P=347.62 P=347.16 .20 ` • • �y • • P=345.00 r � - -b48128 I P4348154 344.701 RR WARM �r �r ,• t 11., . .. 1 ,. File Name.- Base-KEN711--Phase2 Drawn: DP Job No.: P2K219 En gin eer: TA Date: 3/15/12 Checked By. ,, SCALE 1 400 Q Q?OF ESS / ONS` C/O) aQ gyp, GENERAL ..sty 1. ALL WORK SHALL COMPLY WITH THE 2006 STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTA TION "STANDARD SPECIFICA TIONS" AND "STANDARD PLANS" ANQ ALL AMENDMENTS, LAWS, AND ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELA 77VE TO EXIS77NG COND177ONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBLI TY OF VERIFICA TION AND ACCURACY IS THE CONTRACTOR'S. $ CONFORMED E PA RKING L 0 T GRA DING PLA N STATE FARM SPORTS VILLAGE - PHASE 2 .00 ..rA,,D► 7.1-207 SHEET NO. C--15 OF 126 REGISTERED Cl VIL E 1 EER r c 46515 Exp.6--30--13 Cl TY OF BAKERSFIELD q�cm 1501 TRUXTUN AVENUE F 93301 of cm - REVISIONS No. DA TE DESCRIPTION 3/30/12 REVISE AND ADD NO TES & GRADE ELEVA TIONS PER ADDENDUM NO. 2 11 GENERAL ..sty 1. ALL WORK SHALL COMPLY WITH THE 2006 STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTA TION "STANDARD SPECIFICA TIONS" AND "STANDARD PLANS" ANQ ALL AMENDMENTS, LAWS, AND ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELA 77VE TO EXIS77NG COND177ONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBLI TY OF VERIFICA TION AND ACCURACY IS THE CONTRACTOR'S. $ CONFORMED E PA RKING L 0 T GRA DING PLA N STATE FARM SPORTS VILLAGE - PHASE 2 .00 ..rA,,D► 7.1-207 SHEET NO. C--15 OF 126 N III ry III n z m n Li 0 n nM N tai 0 c- 0 w. cy) _0 N Q) z U) 0 m cl) c - CL U) 4-1 0_ z o 0 N I--,' 0 z ^z{` fy Lli W z 0 z Ljj 0 r) M i is r I n: 1 ............... .......... 1 ewn a� ...sno tenor .....a. ®ew Mow .new. evo aam...m .r.u.r .lawn .na.wai. nwwr a...n.0 wean naw..an ..ea. ® ..wmne .uwr .sow r.ay. wr.... �� 157r 'tT.MOM`!_,. ...__ ...�. � ��_! it H SEE SHEETCI7 t � —MM M! –, ilii.. I 7M.", *, 0, M - 0.0 lf; - M, A.nse Mw.w. MMw Mr. e...w .www ww.r .www re.w.s Meww wr.w� rare aw.rw wwme ®� .ww s. .r•r. eww+ e..Mr .en..rw wu..en Maar ,„ry,+h,*`�*” File MomBase—KEN711—Phase2 Drawn: DP Job No.: P2K219 Engineer. TA Date: 3115112 Ch e ck e d By VgAte ME /01, N-EloAn _p;*ljrrV�.,j 9 Rgj F S/ E f v1 C -D REGISTERED CIA) ENGM7ER w�2�rl C 46515 EXP.6-30-13 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE C/v BAKERSFIELD, CA 93301 OF C REVISIONS No. DA TE DESCRIPTION A 2 3 C '5 of C8 C9 Cl 2 C13 C6 C7 cl 0 cl 1 Cl 4 C15 C31 C30 C27 C26 C23 %.,/-2 C20 C32 C29 C25 C24 C21 C19 C33 C36 C37 C40 C44 C34 C35 C38 PARKING LOT C39 C42 C43 Cl 7 Cl 8 C59 ,NEW C5 C55 r%r%A C51 C50 cltu C46 C60 C57 C56—,,.. C53 C52 C49 ' '.I. � v � O c 7 C65 C6 8 C69 C7 2 C73 C76 C47 C66 C67 C70 C71 C74 C75 C48 -j C87 C86 C83 C82 C79 C78 00 00 C85 84 C81 80 C77 SEE SHEETCI7 t � —MM M! –, ilii.. I 7M.", *, 0, M - 0.0 lf; - M, A.nse Mw.w. MMw Mr. e...w .www ww.r .www re.w.s Meww wr.w� rare aw.rw wwme ®� .ww s. .r•r. eww+ e..Mr .en..rw wu..en Maar ,„ry,+h,*`�*” File MomBase—KEN711—Phase2 Drawn: DP Job No.: P2K219 Engineer. TA Date: 3115112 Ch e ck e d By VgAte ME /01, N-EloAn _p;*ljrrV�.,j 9 Rgj F S/ E f v1 C -D REGISTERED CIA) ENGM7ER w�2�rl C 46515 EXP.6-30-13 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE C/v BAKERSFIELD, CA 93301 OF C REVISIONS No. DA TE DESCRIPTION A 2 3 of • NOTESM- 1. ALL POINTS ARE TO THE FACE OF CURB EXCEPT FOR PARKING PLANTERS WHICH ARE TO CEMER OF PLAMER. 2. SEE SHEET C17 FOR CURB POINTS & CURVE DATA TABLES. NF, Rr lelD . . . . . . . . . . . . . . . . . > Mrt E... . . . . . . . HORIZONTAL CON OL PLAN STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET NO. C-16 OF 125 2 I �?,pf ESS IoV Y\ 14 E . eR �. 14'--0" Cl)�P`' �t®o 4 2 DRAINAGE SWALE C DRAINAGE SWALE REGI S TE•RED Cl VI L NEER uj C 46515 x 5' 0" 4`-O" 5' 0" Exp.6--30--13 NTS NTS DRAINAGE SWALE Cl TY OF BA KERSFI EL D �,�� C I v l \- 1501 TRUXTUN A VENUE TF Foy TOP OF 50Q OR FINISHBA I.�ERSF-1 EL D, GA 9,33�? 1 1 } 4' 0" GRA VEL BED "BURL TO" w GRADE FOR SEEDED LAWN o�REVISIONS WRAPPED IN a TER FABRIC � � ® NA 7ZIRAL TURF ® 8" AMENDED ROOT ZONE MIX No. DA TE DESCRIPTION EQ. } I EQ. OVER ROOT ZONE 8"1 NYLOPLAST PERFORA TED lX PER DETAIL 3 BASE OF SOD CORRECT PIPE SIZE PER ADDENDUM NO. 2 J � ! } LA TERAL PIPE EXTENSION ® li5? LENGTH VARIES 1 1 I/ARIES 1 VARIES _ 1 TO TEMPORARY 6"0 INLET DRAIN `"-- ------ Na SEE PLAN 1 I WHERE OCCURS 1 I I —810 NYLOPLAST INLET DRAIN 1• All r:t yy t .•L :xe 1 • is v ♦ e•f • tt, • • t tt ^W . r . • •S • 'lr •rte .. 1 1 t• I 1 S S• .z V •t . ,V ItTr 1171EM ti• r y i Y _ I W ••t + III=111 =! 1 11=1 I I =111.=1 11- =•1 f !� :=111} 11.��=1 I lr..� 11=1 11- =X1•-:1 f 1�111�=1 2 111=111=1 1 1 ---lli--IlillliI'� :1I1I�III1#illlllllilllllli}1lillll�l�lil,i� -- "- 1 I -----8 0 NYLOPLAST PERFORA 7E9 =111`1 111 � � 0 00 0 PIPE EXTENSIONS A T EACH 0 00 " a 1 ( l 111= 1 00� "00 8 NYLOPLAST PERFORA TED SIDE OF INLET DRAIN 4 �Oa 0 ca 11 c� i 1-1 I I 0 00 BUBBLER DRAIN BASIN W TH ... �p0, o0 6" DROP IN GRATE WRAPPED I } GRADE BREAKS -j D00 COMPACTED SUBGRADE X00 00 IN FIL 7E'R FABRIC 000;04 �0 001 0 0 3O" GRAVEL WRAPPED " IN FIL 7E"R FABRIC ( BURRITO )T/ 1411111111II&N 1 SCALE: 1`1' -Om 80010' LONG NYLOPLAST } T �I PERFORA 7F9 PIPE EXTENSION 5'-®" 4'-0" 810 NYLOPLAST PERFORA 7ED I 1 }--C i� E 111=1 { I =111=111 111== I I 1=1 f IEE i=1 I I =1 I I = ON EACH SIDE OF INLET DRAIN LA TERAL PIPE EXTENSION { I TO TEMPORARY INLET DRAIN I *HERE OCCURS lfi11 l 1111I}fil1 ~-----.._COMPACED SUBGRADE SCALE: 1/4"=1' 0" 810 NYLOPLAST TRAFFIC RA 70 FINISH GRADE STEEL GRA TING AT TRAFFIC AREAS el2" MAX GRA TE OPENING, FINISH GRADE—\ V 8"1 NYLOPLAST 7RAFFIC-°RA TED SMEL GRA 77NG AT TRAFFIC AREAS eli" MAX. GRA TE OPENING) ril-PiRzoam -111 fit tit 1 1 1 fr-li�= 11 I I 1 I } 1 1 I 8"0 SCHEDULE 40 ( I 810 NYLOPLAST j j �' NYLOPLAST DRAIN BASIN/INLET SOLID PVC PIPE I 1 `''-- NYLOPLAST DRAIN BASIN,INLET 8`0 NYLOPLAST PERFORA 70 PIPE --\ 1 1 1 TO 810SWALE DRAIN BASIN--\ I 1 1 PERFORA TED PIPES • • • • • • • • • • AT B I 8"0 NYLOPLAST PERFORA TED OR SOLID PVC PIPE THIS SIDE PER PLAN I liiiiii,ii Fill Nr;: File Name.• ,Base-KEN711-Phase2 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: P2K219 En gin eer: TA Date: 3115/12 Checked By.♦ • • • • • • • • • • 8"0 NYLOPLAST TRAFFIC RA TED STEEL GRA 77NG AT TRAFFIC AREAS (li" MAX. GRA TF OPENING) • • • • • • • • • • • • • • • • • • • • � 1 GROUT COVER 1 I ---PVC VER77CAL PIPE R 77NG TYP. ALL AROUND ! I TIE INTO RCP PIPE BELOW I DOUBLE WDE MARMAC COUPLER TO A WTERSTOP RING SEAL 1 1 BE 14RAPPED AROUND CONNECTION �' • 2410 RCP STORM DRAIN a PIPE OPENING d a ' .4 Q• A ® ® q i CONFORMED SET "'6`iiiiiiiillIll Di?,41N BASIN DETAIL •4 A e 4 d M;,7r R ,. E SECTIONS & DETAILS STATE FARM SPORTS VILLAGE PHASE 9001 ASHE ROAD 7.1-207 SHEET NO. C-18 OF 126 OR .��GUARDPOST C SCALE. 1`1a—®aa D A DWIAlr- I 11T 60 CONT HEADER CURB ALONG EDGE OF AC PAVING AM 5j, , ... ..... .. M��WMNI 04� 010� NP, L li ... 111 r 7111 BIOSAALE DRAIDNAGE AAML— SMEM BEYON. SEE DETAIL (NO7E.- BIOSWALE ENDS 5�—O*l MIN. FROM EDGE OF CROSS SLAB.) SCALE.- 1`1' 0" EDGE OF AC PA WNG AC PAVING Z'r f I Awl IM14 ---,-6"--CONT HEADER CURB ALONG EDGE OF A C PA WNG File Nome.• 8.cse-KEN711-PhGseDrawn: DP Job No.: P2K219 Engineer: TA Date: 3115112 lChecked By,.,'/w4 -2 R21pll wom, 810SWALE o e?,cjF ESS I o q\A E. ip tVJ&4- 4e-. M I REGI ,5TERED CIVILUENGIN EER C 46515 * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE C/vl\, BAKERSFIELD,, CA 93301 OF CAO� REVISIONS No. DA TE DESCRIPTION A A -woof %ftmm N., z '131 11 A 4 2'-0" 2=O'* 2=.O` 6=O B/OSWALE SECT/ON SCALE: 1`1'-0*" SECTIONS & DETAILS STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD m m 2' 0" LEVEL CABLE BARRIER FENCE PER DETAIL e 20 SIDEWALK 27* 7.1-207 Al SHEET NO. C— 19 OF 125 0 C - n 0 0) 0 a V) 0 IN T_ Ir - 0 CD z ct� bi bi z (D z W � 0 go PLAYING FIELDS SIDEWALK PLA PING FIELDS SIDEWALK J.- 1 3.1 MAX. ADJACENT CONCRETE MAX SIDEWALK PER PLAN ,.,--77?ASH RECEPTACE- SEE NOTE 2 GRADE BREAKolill BENCH -SEE NOTE 1. 2 Y2. 1 2 Yy 11 MAX SLAB JOINT -"MAX AS REQUIRED 6 - ------ 6 m/111.27o! FLA T FRON FLA T T EDGE C:� Z, Ltj 4" 7HK CONCRETE PAD SEE COB STD DETAIL ST -9 (SIM.). DRINKING FOUN TA SEE NOTE J. RDI A UST)YRP. DRAIN PIPE DO WV TO -0 J�6p alill. 11010' DEEP MIN. GRA VEL -FILLED DRLL TYPE ""A"" TYPE "FIR lrlr (PROVIDE 00 VER.) NOTES' 1. BENCH TO BE ANCHORED IN-PLACE PER MANUFACTURER'S SPECIFICA1TIONS. 2 TRASH RECEPTACLE TO BE ANCHORED IN-PLACE PER MANUFA C 7URER **S SPECIFICA 77ONS. J. DRINKING FOUNTAIN TO BE SURFACE -MOUNTED PER MANUFACTURER'S SPECIFICA77ONS. 4. GRADE ELEVA TION OF CONCRETE PAD MAY VARY TO MATCH EDGE OF ADJA CEN T SIDEWALK. 5. FRONT EDGE OF PAD MA Y REQUIRE A CURB TO RETAIN ADJACENT EARTH. SCALE.• 114»1'-O G0AR0P0ST C TS6x6 GAL V. GUA RDPOS T 12 THK) GAL VAN/ZED CAPSPACED AS SHOMV - r, R !1400 STEEL CABLES TURNBUCKLE- TYP SPACED AS SHOWN SEE DETAIL "A" BELOW ------ ---------------------- ...... ...... ...... An — - - - - - - - - - - - - - - - - - - - - --- r==m tm�� FINISH GRADE !14 S TA INL ESS S 7 EEL S WA GE ---------—-—-— 4 TO TURNBUCKLE THREADED 7ERMINA 77ON BOLT (MECHAIVICALL Y CRIMPED) III fit 11-111 1 f= 111=111 1 1 Y400 STEEL CABLE CONC. FOUNDA 77ON- TYR COMPACTED SUBGRADE !/2'0x8' GAL PIN-TYP. 11111111111111 I I CI j 11111111 1 '-2*90 TYPICAL J1810 DRILLED HOLE IN S7EEL POST NO 7ES- DETAIL "A 1. ALL STEEL SHALL BE GALVANIZED UNLESS N07ED OTHERWSE. 2. CONTRACTOR SHALL PROVIDE SHOP DRAWNGS TO THE ENGINEER FOR APPROVAL. D R_ 1 111111 a Jim 1", 0 1 mw IT , m4 SCALE- 112`-1,-O 11 I fzm FAM 8" CMU WALL-TYR 3 SIDES BUMPER CURBS 11_1'-8` WDE x 1'0*1 DEEP CONT. FOUNDA77ON-TYP. L mm a CORRUGAI 7ED PANEL SLAB JOINTS ---I STEEL FRAME GA 7ES- TYP. CURB PER CIVIL PLANS 6" ]NK. CCNCRE7E APRON WITH 14 0 18' ox. EACH W4 VEE GUTTER PER CIVIL PLANS NOZES.- 1. DESIGN OF 77?ASH ENCLOSURE SHALL MATCH PREWOUSLY CONSTYUCTSD S77?UC77JRE IN PHASE 1. 2. S7EEL GA 7E MA 7ERIALS SHALL BE GALVANIZED & PAIN7ED TO MATCH EXIS77NG PROWDE LATCHES, HINGES, CANE BOL 7S, & MISC. GA 7E R TTINGS. J. SEE COB S7D DETAIL ST -25 FOR REMAINDER OF APPLICABLE N07ES NOT SHOWN. -DRAIN BASIN PER DETAIL Ell VSIDEWALK 9 ----------- VEE GUTTER CMU CAP PER CIWL PLANS 14 CON T 8" CMU WALL WTH 14 @J2'o.c. EACH WAY O 2x8 CONT. BUFFER BOARD o --CURB PER C(WL PLANS �, CONC. BUMPER CURB 6" THK CONCRETF SLAB WTH#4 0 18 ox. EACH WAY 5 -mw /—AC PAVING PER a WL PLANS CONT SECTION A A 2 TRASH ENCLOSURE DETAIL CZ Jv SCALE: 114`1�-O @�®f ESS E. cli uj REGISTERED Cl VI GI NEER C 46515 r;;01 Exp.6-30-13 Cl TY OF BAKERSFIELDCIVI 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 OF CN,_\ REVISIONS N®. DA TE DESCRIPTION A 3/30/12 ADD DETAIL NOTES PER ADDENDUM NO. 2 A 3 A CONFORMED SET.. 7.1-207 File NdmBase—KEN711—Phase2 Drawn: DPSTATE FARM SPORTS VILLAGE -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engl*neer.- TA Date: 3115112Checked By. / 9001 ASHE ROAD C-20 OF 126 ,dl eR°f ESS/o�, q TOP OF BERA41G'RADE BREAK ` �to QN E . e� 04 VEE GUM 0) N N a n I Z W U) 60 tit CU N U) a C - n i 0 4-1 1 e -- r Z W N r -- Ca N RJ 9'--00 0 WESTSIDE -t--,", - I - 9' O" - I - 9'O,, - 15'O$,l 9'-O" 15'-o a 1 9'00 15acj 9 _0" ! 5'-0x I 9' 0" I 9'-o In 14'--Q" 0 EASTSIDE AC PA VINO --'' {rgg�j Ak i SCALE 1 "=1 D' -Q" CR O-SSWALK-& PLANTER & ��i F/M r - mm aAV ,SCALE: 114`1'-O CABLE BARRIER FENCE J2O BIOSWgLE � WHEELS TOP PER .. .. .. AM AT SIDES OF PARKING LOT SCALE: 114*` -1'* 0 File Name., Base--KEN711-Ph ®set Drawn: DP Job No.: P2K219 Engineer: T Date: 3015/1.2 Checked By. / EDGE OF PAVEMENT OR FACE OF CURB/WALL 2'-2" MIN. 0 A ro) I I i P C.a Cn REGISTERED CIV EN INFER C 46515 Exp.6-30--13 CITY OF BA KERSFI EL Dy�, CIV 1 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 OF CA0"' REVISIONS No. DA TE DESCRIPTION 1 /1 /O d /I MI AN �- Ir'I I ►I 2-14 CON T. SECTION 5 HEADER CURB M N PRECAST CONCROF i110 HOLE EACH SIDE - CA FZJ A aye a► s .,..,CONFORM.... r, 3, SET SCALE- 1` -l' -O" STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE "►O;•, 7.1-207 I SHEET N0. C-27 OF 725 1 2 3 IN PRECAST CONCROF i110 HOLE EACH SIDE - CA FZJ A aye a► s .,..,CONFORM.... r, 3, SET SCALE- 1` -l' -O" STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE "►O;•, 7.1-207 I SHEET N0. C-27 OF 725 1 2 3 N Lli n z m 0 1 CL fifi 0 N 0 N N n fi z m Cn 0 C_ a_ fi 0 0 0- V) LLJ 0 fi 0 N I -e" 0 z E LliLLJ z 0 z LLJ 0 M COMPA C 77ON NO 7ES- 1. 957o RELA 77VE COMPAC77ON 2 FEET MIN. BELOW FINISH GRADE IS REQUIRED FOR SUBGRADES UNDER ROADWAYS PARKING LOT5. AND CONCRETF SLABS. A j 2. 857* RELA 77VE COMPAC77ON 2 FEET MIN. BELOW FINISH GRADE IS REQUIRED FOR PLAYING FIELDS & LANDSCAPED AREAS. A C PAVING (TYPE "A'� COMPA C TED SUBGRADE -PAVHMJ.=NT SHCTION AT McKEE ROAD SCALE: 1'W-01" m Vt//Yll /It_01L_u SUBGRADE VEE GU T7ET EQUAL EQUAL 4 CONCRETE SLAB _-O- < -4 4Z- < 41 < ti f 4 7 1 177 1 Im I 1— -1 17 11 A I IT—_1 I I -L 6" VEE GUTTER 9'-0'0 MODIFIED 14 LONGITUDINAL BARS IM" CURBS WHERE OCCUR EACH SIDE (2 TO TA L) CONCRETE SLAB WITH PROVIDE JOINTS #4 @ 18" ox. EACH WA Y PER DETAIL AC PA ViNG 10 AC PAVING 0111- 4:v� 4. t7A. j d: v A. ®' GRADING PLANE * * AJA 4 4. .6WA i "A. 4 A - t A COMPAC70 A GGREGA TF BASE COMPA C 7ED SUBGRADE NOZE: SEE COB STD. DETAIL ST -17 FOR APPLICABLE N07ES NOT SHOWIV. VEE GUTTHR DETAII, CURB WHERE OCCURS JO" AT PARKING LOT (MAY BE MONOLI THICALL Y PLACED 4'—O" A T TRANSITION TO CA TCH BASIN WITH ADJACENT VEE GUTTER) -.,,—EQUAL EQUAL A COMPA C TED A GGREGA TE BASE CONCRE7E SLAB A < 9'. 4 4 A hg A&MIL mmm m Oowft -PAVEMENT AT PARKING LOT SCALE: 1`1'—O PARKING LOT I PLA WNG FIELDS EDGE OF AC PA WNG YOR TOOLED EDGE — A C PA WNG --i 1-- • _: r OMPAC70 10e A GGREGA 7E BASE ""00,0011 14 CON T TOP & BOTTOM HEADER CURB ALONG EDGE OF A C PA lk; HHADHR CUR13 RNISH GRA DE (SIDEWALK WHERE 0 in SCALE 1n1' -O` VEE GUTTER 14 LONGITUDINAL BARS 0 12" ox. (J TOTAL) AC PA WNG -.0— 1 COMPA C 7ED 6" VEE GUTTER A GGREGA 7E BASE (REINFORCED) COMPA C 7ED BAKERSFIELD, CA 93301 OF CA\_\F SUBGRADE NO SEE COB ST7. DETAILS ST -17 DA 7F FOR APPLICABLE NOTES NOT SHOMV. It I A k, VEH GUTTER DIETAI SCALE. 1"W -O" _ III I r IT 1-1.1 L_ I ` F=l =1r. ' ` I` T F1 1-=" __j COMPACTED COMPACTED 4 SUBGRADE A GGREGA 7E BASE go "'.•a Zs SEE COB ST). DETAIL ST -9 (SIM.) FOR APPLICABLE NOTES NOT SHOWV. (S CROSSWALK SLA13 DHTAIL 2 SCALE: 1`1'-O" _\ 6-v WIDE X 19' MIN. DEEP CONT VERTICAL CONC. CURB TAPER CURB ENDS PER DETAIL 6 (PAIN TED RED) FLUSH CURB A T DRIVEWA YS PER PLAN— —y2$R TOOLED EDGES PROVIDE CONTROL JOINTS x 14 CONT. AT 12' o. c. MAX. EACH WAY TOP & BOTTOM j 6*9 7HK. CONCRETE SLABCO 4 . AC PAVING GRADING PLANE WTH 0 0 18'" ox E CH WA Y A_ =7 A 4. . . I I 4 A. A COMPACTED SUBGRADE COMPACTED A GGREGA 7E BASE hLO SEE COB STD. DETAILS ST -2 & ST -9 (SIM.) FOR APPLICABLE NOTES NOT SHOW. VERTICAL CURB ZiLAB DETAIL SCALE: 1`W—O" TYPE *18 "CURB o ?\:kcjf ESS 10 '?\A E _Go Q) REGIS rCl VI INFER CK LLJ C 46515 2 riERED Exp. 6-30-13 CITY OF BAKERSFIELD CIVI 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 OF CA\_\F REVISIONS No. DA 7F DESCRIPTION I It I A 3/30/12 ADD AND REVISE DETAIL NOTES PER ADDENDUM NO. 2 4 < % 44 :C V' A 4T SA WCU T 1 112'v DEEP JOINTS —CONCRETE SLAB (PLACE BEEN CONSTRUCTION J01N7S 0 15' o. c. MAX EACH WAY U.N. 0.) 1 4 4. < 4 77 Z Ilk 4 DI) 4 1 .4 A—REBAR WHERE OCCURS -WEAKENED PLANE JOINT Jv CONCRETE SLAB fo DOWEL /a o. C. CONSTRUCTION JOINT PREMOLDED EXPANSION SLEEVE ONE END 9 A T ADJOINING3'—O"IQUARE JOINT FILLER IN TH 31410 SCH. 40 PVC CA M H BASIN TRANS( TION WE GUTTER CONCRETE SLAB f6 GREASED DOWEL 5' 6" 0 TYPE V CURB EQUAL EQUAL 1 A' j.4 4 3'--O` 0 VERTICAL CURB Qj n.. ' Q ' : A .4 .4 * , : *. * ' ' . -4 Z -e• < 4 1' 2" 0 TYPE IM' CURB 26 !12'0 SO. GAL V. . A At Y4 4 Ilk f t. < EXPANSION JOINT PEDESTRIAN SAFE . . *./ . :* 4 . <4 - -- L41Ad <; 1. Uri f— STEEL GRA TING M TA PERED CURB �fl I t f hF1 ® TOP OF CURB y4"R TOOLED EDGE GRADE BREAK GUTTER FLOOCINE OR PA WMEN T GRADE ALIGN FLOWUNE FINISH GRADE WITH CATCH BASIN PER PLAN EXPANSION JOINT VEE GUTTER FLOKINE COMPACTED SUBGRADE DRAIN TO CATCH BASIN PER PLAN BOTTOM OF GUTTER HEADER CURB WHERE OCCURS ELEVATION TERM/NAT/ON CURB DETAIL SCALE: 1"1'-O'* CONCRETE SLAB JOINTS o C2 SCALE. \—CATCH BASIN PER DETAIL 23 HEADER CURB 5 PLAN 8'00 SCHEDULE 40 SOUD PVC PIPE CON,FORMIED, SET., TO B10SWALE DRAIN BASIN S/m. File Name: Base—KEN711—Phase2 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer. TA Date: 3115112 Checked By. SCALE: 1`4�-O" MW A ILS SECTIONS & DE I A STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET NO. C-22 OF 126 2 I -4'. r < 14 -1- 4 4 < 4 < % 44 :C V' 4 .4. < CONSTRUCTION JOINT PREMOLDED EXPANSION SLEEVE ONE END 9 A T ADJOINING3'—O"IQUARE JOINT FILLER IN TH 31410 SCH. 40 PVC CA M H BASIN TRANS( TION WE GUTTER CONCRETE SLAB f6 GREASED DOWEL 5' 6" 0 TYPE V CURB EQUAL EQUAL 1 A' j.4 4 3'--O` 0 VERTICAL CURB Qj n.. ' Q ' : A .4 .4 * , : *. * ' ' . -4 Z -e• < 4 1' 2" 0 TYPE IM' CURB 26 !12'0 SO. GAL V. . A At Y4 4 Ilk f t. < EXPANSION JOINT PEDESTRIAN SAFE . . *./ . :* 4 . <4 - -- L41Ad <; 1. Uri f— STEEL GRA TING M TA PERED CURB �fl I t f hF1 ® TOP OF CURB y4"R TOOLED EDGE GRADE BREAK GUTTER FLOOCINE OR PA WMEN T GRADE ALIGN FLOWUNE FINISH GRADE WITH CATCH BASIN PER PLAN EXPANSION JOINT VEE GUTTER FLOKINE COMPACTED SUBGRADE DRAIN TO CATCH BASIN PER PLAN BOTTOM OF GUTTER HEADER CURB WHERE OCCURS ELEVATION TERM/NAT/ON CURB DETAIL SCALE: 1"1'-O'* CONCRETE SLAB JOINTS o C2 SCALE. \—CATCH BASIN PER DETAIL 23 HEADER CURB 5 PLAN 8'00 SCHEDULE 40 SOUD PVC PIPE CON,FORMIED, SET., TO B10SWALE DRAIN BASIN S/m. File Name: Base—KEN711—Phase2 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer. TA Date: 3115112 Checked By. SCALE: 1`4�-O" MW A ILS SECTIONS & DE I A STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET NO. C-22 OF 126 2 I Q rn r— N 0 0 s v N N W 0 c— n I Ir - z W I Q) m!f I 0 / N a� c— CL I N 0 4_j 0 Q.. I z W N r-- 0 N ( t-- z Fy W W _z Ca z W 0 .3'. 3 Vim„ � Z � CATCH BASIN `—STORM DRAIN PIPE PER PLAN o E F2 ®0 s �P ca r� REGISTERED Cl VIL E GI EERc 4651rn Exp. 6-30--13 CITY OF BAKERSFIELD q C1Vt�- 1501 TRUXTUN AVENUE �F A BAKERSFIELD, CA 93301 � Z � CATCH BASIN `—STORM DRAIN PIPE PER PLAN al L1 x1 % xl V4$ STEEL ANGLE FRAME TH l2"fix" STUD BOLTS 0 18" o. c. GAL V S7FEL GRA RNG (PEDESTRIAN SAFE) 1 %" MIN. FINISH GRADE rYP. PLAN NO 7ES. 1. SEE COB SID. DETAIL D-14 FOR APPLICABLE NOTES NOT SHOWN.6" 2 =0 SQ. 2. FOLLOW MANUfAC7URER S RECOMMENDA ]IONS IF A PRECAST CATCH BASIN IS USED. J=O" SQ. SECT/ON 'A" 7 CATCH BASIN DETAIL CZ SCALE: 1 "=1=0" WN '' iUnTWO)WO a #4 VERT BARS 0 • EACH WAY CAST -IN-PLACE OR PRECAST CONCRE 7E VA UL T STORM DRAIN PIPE SEE PLAN FOR INVERT ELEVA 77ONS #4 U --BARS 0 18' e. c. EACH WAY NOTE BOTTOM SLAB MAY BE CAST -IN-PLACE PER ENGINEER'S APPROVAL. File Name, Base-KEN711-Phase2Drawn: DP Job No.: WL P2K219 En gin eer: TA Date: 3/15/12 Checked By . ecif ESS o E F2 ®0 s �P ca r� REGISTERED Cl VIL E GI EERc 4651rn Exp. 6-30--13 CITY OF BAKERSFIELD q C1Vt�- 1501 TRUXTUN AVENUE �F OF cAL,Fo� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 3/30/12 DELETE DETAIL 2IC23 & ADD DETAIL 3/023.. PER, ADDENDUM NO. 2 00 /o 00 (a 0) %I j N N al L1 x1 % xl V4$ STEEL ANGLE FRAME TH l2"fix" STUD BOLTS 0 18" o. c. GAL V S7FEL GRA RNG (PEDESTRIAN SAFE) 1 %" MIN. FINISH GRADE rYP. PLAN NO 7ES. 1. SEE COB SID. DETAIL D-14 FOR APPLICABLE NOTES NOT SHOWN.6" 2 =0 SQ. 2. FOLLOW MANUfAC7URER S RECOMMENDA ]IONS IF A PRECAST CATCH BASIN IS USED. J=O" SQ. SECT/ON 'A" 7 CATCH BASIN DETAIL CZ SCALE: 1 "=1=0" WN '' iUnTWO)WO a #4 VERT BARS 0 • EACH WAY CAST -IN-PLACE OR PRECAST CONCRE 7E VA UL T STORM DRAIN PIPE SEE PLAN FOR INVERT ELEVA 77ONS #4 U --BARS 0 18' e. c. EACH WAY NOTE BOTTOM SLAB MAY BE CAST -IN-PLACE PER ENGINEER'S APPROVAL. File Name, Base-KEN711-Phase2Drawn: DP Job No.: WL P2K219 En gin eer: TA Date: 3/15/12 Checked By . ecif ESS o E F2 ®0 s �P ca r� REGISTERED Cl VIL E GI EERc 4651rn Exp. 6-30--13 CITY OF BAKERSFIELD q C1Vt�- 1501 TRUXTUN AVENUE �F OF cAL,Fo� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 3/30/12 DELETE DETAIL 2IC23 & ADD DETAIL 3/023.. PER, ADDENDUM NO. 2 00 /o 00 CON -FORMED LZ SECTIONS & DETAILS STA FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET N0. C-23 OF 726 T-1 0 1 2 3 :2 0- 00 o C- L LL - N a) C - n z 0 0) U) n U) 4� L- 0 0- z Li 0 S- 0 CD z x LLJ III z (D z Li W-61* W-6 on ILLUA41NA TED SIGN 9 PROWDED BY "STATE FARM teo. IF rm It to 4 LAD 12" BRUSHED ALUM. LETTERS EACH SIDE 1 !1210 ELEC. CONDUIT I m CONCRETE S L -11f, qlw=ll L '"T A ��l 1 7=1 T lf'71 I —I II =III—III—III—IIIf W-8 SIDE ELEVATION rpw- �—1 Y210 ELEC. CONDUIT/STUB A 2'--0" 12'-8'0 2'O" W-8 PLAN VIEW ,1 71 /1,, /— I Ct 4 Q, j to 12"W'" AMERICAN SLA 7E "PE7RIFIED ROOT' 71LE FINISH (ON SIDES & ENDS) REINF. CONCRE7E BEAM WTH 12" 12" 77LE FINISH x (ON SIDES & ENDS) TO MATCH EXISTING >--CAST-IN-PLACE, REINF. NATURAL CONCRE7E PIER BASE WTH 1x6 BOARD FORM FINISH AT ALL EXPOSED SURFACES I ILLUMINA TED BOL PER ELEC. PLAN,' 8-14 HORIZ. W7H #4 HOOP 77ES 0 18 " o. c. FIN. GRADE ---\ CURB & GUT7ER----\\ AC PAWNG N07ES.- 1. CONCRE7E SHALL BE CLASS 2 2 REINFORCING S7EEL SHALL BE GRADE 60. J. ALL CAULKING & SEALANT SHALL MATCH CONCRE 7E COL OR. 4. APPLY AN77-GRAMT77 COA77NG WHERE APPLICABLE 5. SUBMIT SHOP DRAWNGS FOR APPROVAL BY ENGINEER. 6. PROWDE ELEC7RICAL SYS7EM FOR LIGHTING. Z SEE EXIS77NG MONUMENT SIGN FOR REFERENCE MR 31ml "STA 7E FARM" SIGN 6-#4 HORIZ. W7H #4 HOOP 77ES 0 18' o. c. GROUND LIGH 77NG t I & CONDUIT- LTYP- ---- 11 111 111 111: \\ a I I 1M 3-16 HORIZ BOTTOM BARS EQUAL L Y SPACED 8,-O*" —#*42" DOWEL 0 48'0 ox. COMPA C 7ED SURGRA DE (2 ROWS -9" APART, 6 DOWELS TOTAL) SECTION "Air& SCALE 114`1'O 14 CON T 0 EACH FACE —,, 14 HOOP 77ES 0 1 Y2 0 CHA MFERED ED GES- TYP. 1 112" RECESS 4 " - ®I EXPANSION JOINT .4 TYPICAL .41.. 'A A A CONCRETE SLAB FINISH GROUND 41, 4' A 0 N /\\//\\//\\//\\/\\//\\//\\/,`\\// N�7 z Y INV NVW. //) 01 oA A JA 4-0 X X, `�//:�/��/��/ T XA' A lz— I-- ,z 4 J" MIN. A A II-- l I I— CLR. TW. 4. COMPACTED SUBGRADE R l/. 11 q,of ESS I o1v 4 E 14 llls,� I.-, C -D x REGISTERED CIVIL VNGINEER u-1 C 46515 M Exp. 6-30-13 CITY OF BAKERSFIELDcwt\, 1501 TRUXTUN A VENUE OF BAKERSFIELD, CA 93301 C REVISIONS No. DA TE DESCRIPTION 12TIl 3 PLANIER SIZE VARIES m CHAMFERED EDGES- TW CONCRETE BENCH -1 WHERE OCCURS CONCRE7E SLAB THICKENED EDGE- T)R FINISH GROUND Cn —!12'" I I I (REINF. WHERE OCCURS) EXPANSION JOINT WHERE OCCURS —A 4: v 4. - & . A xcx - "X XQ X 7=77=71=, 11 1=1 I E� I I W' 0, e\\%\\/\\/\\/\\/\\/,'//\\/\\/\/\ :> i��ei��ii�i%i�`�%.�� \ III=1 I I._.-. II I I, i I �.N � �N !9 zs Zift U I 1"IV -W .\ N N BLENCH DL=TAIL SCALE 1`1'—O**' File Nome.- Base-KEN711-Phase2 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: P2K219 En gin e er: TA Date: 3115112 Checked By v A P ANTER DETAIL L SCALE.- Mgm AILS SECTIONS & DE I A STATE FARM SPORTS VILLAGE PHASE 2 SHEET NO. C-24 OF 125 9001 ASHE ROAD I 00 N CY) 0 -C 0 N (1) U) Q C - n C) 0 CL z Li C\j CD z D:f z �5 z M, ^ 7"rlll 1^11 !E7E 2 Y200 SCHEDULE 40 PVC PIPE PER WA TER PLANS - ry & uffilm 19 M, I&V = WANAMILK-iM C TRENCH AC PA VING OR CONCRETE WHERE OCCURS SEE PLANS '\\M171\0A Exp. 6-30-13 CITY OF BAKERSFIELDC/ 1501 TRUX TUN AVENUE W LA 7ERAL LINES REVISIONS WHERE OCCUR CASE goB 0"' LQ 1 IlA SAND BED n I 1'-6" WIDE TRENCH ^ Irni-A 1^1 1 ,E7E SCALE- 1`--1 O TO 8571 F,CCUR C PA WN 95x) File Nome- Base-KEN71 1-Phose2 Job No.: P2K219 Date: 3115112 OF POLEIFOUNDA 77ON FLAGPOLE SHAFT ., m jo 1, A I f E S S / o o E. C') OIL REGISTERED CIVILVENG/ NEER w C 46515 Exp. 6-30-13 CITY OF BAKERSFIELDC/ 1501 TRUX TUN AVENUE W BAKERSFIELD, CA 93301 OF CAt-\� REVISIONS No. CASE goB 0"' LQ 1 IlA 2 File Nome- Base-KEN71 1-Phose2 Job No.: P2K219 Date: 3115112 OF POLEIFOUNDA 77ON FLAGPOLE SHAFT ., m jo 1, A I f E S S / o o E. C') OIL REGISTERED CIVILVENG/ NEER w C 46515 Exp. 6-30-13 CITY OF BAKERSFIELDC/ 1501 TRUX TUN AVENUE W BAKERSFIELD, CA 93301 OF CAt-\� REVISIONS No. DA TE DESCRIPTION 1 IlA 2 11 A A 11 SEAL AROUND BASE f SLOPE TO DRAIN-TYP. FLASHING COLLAR FINISH GRADE A V1 TRE. 1l : ll.-- `' .: ' f I �= f f f=' 4-16 VERT. BARS I I 1E I W TH JJ TIES 0 12 o. c. Fl r STEEL WEDGE : 957* COMPACTED SUBGRADE co --�'��METAL SLEEVE DRY SAND J' CtRat. fR ZIA .. j %� A CONCRETE FDN. (4000 Psi) � 4 STEEL WEDGES 41 :11 M I GAL V STEEL BASEPLATE STEEL SUPPORT PLATE -%00364 LONG COPPER GROUNDING RO WELDED TO PLA TE NO LE.- 2�-010 1. SEE FLAGPOLE MANUFACTURER'S SPECIFICA TIONS FOR INSTALLA ]TON RECOMMENDA TIONS. 2, SEE ELEC. PLANS FOR LIGH77NG REQUIREMENTS. CONFORMED SET tam, ;% UOAWmm SCALE 112'�-l�-O Dra wn: DP En gin eer. TA OWN= Checked By. 1 S PHASE 2 TA TE FA RM SPOR TS VIL L A GE 9001 ASHE ROAD 7.1-207 SHEET NO. C-25 OF 125 R = 0.5' (15mm) R = 0.5' (15mm) NO R = 0.5' (15mm) EVansion pints shall be located each side of a structure street's Traffic Index (TI). See and at the end of curb returns. Table 'B' below ------------- -,\,R 7 Expansion pint filler matedaf shall Consist of Zone " pre famed strips of a durable, resilient compound d R = 05" (15mm) M. median areas, and in alleys, withkn 55-6.5 1.5' (046n) the existing, accepted roadway 70-8.0 20' (06m) red 8.5 OR MORE 2.5' (075m) Backfill compacted to 9OX relative 4p compaction in all other area t d d Q °. r• fl. 4Q .4 ,d7' •V • .d , d Backfill compacted to 90X E IA N TWE T 0 e R = 0.5' I(15mm) J 10' (025m) Radius n n r" R= 0 5 " (15mm) WA N0 TES. t All work shall conform to the applicable sections of the 'Standard Speclftcations, State of California, Department of Transportation', approved current edition, and the following general notes: 2 Subgrade preparation for Type 'A, 'B ; and "C" curbs and gutters shall be constructed true to grade and cross section with compaction of 9OX to a depth of 6.0" (0.15m) below the saubgrade J. Concrete for curb and gutter shall be doss 'B" and shall be within 2.5" (65mm) to 5.5' (0.14m) slump. 4. Timber forms shall be surfaced on the on the side placed next to the concrete and shall not be less than 15' (40mm) thick offer being surfaced. 5 Top and face shall be troweled smooth, then given a final fine brush finish. 6. Mere existing curb and gutters are to be replaced, new construction shall match existing construction unless otherwise directed by the City Engineer. 7. Concrete shall contain no additives unless prior approval is obtained from the City Engineer 8. Concrete shall be cured with a white pigmented curing compound complying to section 90-ZO18 of the standard specifications 9. Existing sections of curb and gutter shall be sawout at the limits of the area to be reconstructed Standard curb return radius shall be 20' (6.1m) min. on local streets and 3O' (9.1m) min. on all arterials and collectors or locals at b aA d ' *Gutter only allowed where approved by City Engineer. 10 Weakened plane Joints or cold faints shall be constructed at 15' (4.6m) intervals EWansion joints shall be at each side of structures and at ends of curb retums 11. Type "B" curb and gutter is required on all types of streets unless another is expressly permitted by the city Engnee: 12 Type "A" curb and gutter is permitted only where opproved or required by the City Engineer. 13 Type 'C' curb may be permitted by the City Engineer only in Mobile Home Parks, and R--S-25A (Residential &burba o Two -And -One --Half Acre Minimum Lot Size) Zone 14 Permit for curb and gutter construction shall accompany actual work 15 Men constructing new curb and gutter, the existing pavement shall be sawcut a minimum of 20' (06m) from the lip of the gutter or as directed by the City Engineer. FILENAME: ST-1REV Expansion Joint Weakened _ Plane Joint intersections with arterlds or collectors or as directed by the City Engineer. 8 : 4 -' 44. Curb & °d Gutter d Right-of-way . , :• ; . pyo, .O d o p WAR CAUMWO SVM*y &*=WA#P ISOV4 40 &M F* aw WIN ma dip a MW OWN Ad is { dQ * 4.5' (1.4m) Minimum on oil local streets ant 55' (1.7m) Minimum on all arterially collectors, sdroo14 hospitals, commercial, industrial, or as directed by the CityEngneer. 6.0' 0.eRm) Minimum on meandering sidewalk. 8.0' (24m) Minimum sidewalk width per Civil plans NOTES• L All work shall conform to the applicable sections of 8. Sidewalks shall be scored to a minimum depth of 0.125' the spedficatlens entitled "Standard Specifications, (5mm) unless otherwise directed by the City Enghw.. State of California, Department of Transportation,' approved current edition. 9 New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to 2. Subgrade preparation shoil be constructed true to those in place, or as directed by the City Engineer. grade and cross section, with compaction of 90X to a depth of 0.5' (015m) f0 Existing sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned pint. 3 Concrete shall be Class "A" and shall have a slump between 2.5" (65mm) and 55' (140mm). The surface 11. A permit for sidewalk construction and reconstruction shall be finished to Fade and cross section with a float, shall accompany actual wok. troweled smooth, and finished with a broom. 12. Any variance in finish, color, or material, from standard 4 Concrete shall contain no additives unless prior approval will require approval from the advisory agency is obtained from the City Engineer. 13 Transitions in sidewalk types must be approved by 5. Concrete shall be cured with a white -pigmented curing the City Engineer: compound complying to Section 90-7.018 of the Standard Sneeifrcations FILENAME: ST-BREV f Weakened Plane Joints shall be installed at 15' (46m) intervals and expansion pints at 60' (183m) intervals Depth varies depending on the EVansion pints shall be located each side of a structure street's Traffic Index (TI). See and at the end of curb returns. Table 'B' below ------------- 7 Expansion pint filler matedaf shall Consist of Zone " pre famed strips of a durable, resilient compound TRA DEPTH I 0.5" Rod (13mm) - Typical E Wo MEDIM (SEE NOTE )'13 FAR MODIRED 'M' CURB) NOTES• t All work shall conform to the applicable sections of the 'Standard Speifications, State of California, Department of Transportation ; Pavement Construct Inside Drop Space at equal Distances Mel Mel Air (Jim) ft R .10E DROP Pavement Standard Manhole Cover and Collor per Std SW -6 Mortar Seal 4r (Law) Standard Tee 'e,4 . Water Seal (rubber gasket) ML &P Class 'A' Concrete Standard 90" Elbow WIINDE DROP Standard Manhole Cover and collar per city standard SW -6 Mortar Seal Water Seal (rubber gasket) Min. 2 stainless steel strops at max. 3 0' (1.2m) spacing attached to manhole shofi with stainless hardware Standard 90' Elbow Class X' Concrete NO TES.• 1. A# work shall conform to the applicable sections of the specirications entitled 'Standard Specifications, State of Uifbmia, Department of Transportation, adopted current edition. 2 Drop manholes will only be allowed with the approval of the City Engineer. J All manholes shall conform to Sea J.2.3 of the manual text 4 Drop manhole Is only allowed if drop distance is JO" (0.76m) or greater. Maximum slope allowed inside manhole FILENAME: SW-3REV 12' (0.3m) concrete collor (if not located in sidewalk) Waterproof next 12" (O.Jm) Min. Radius To Street Light 1. Locate street light pull box in sidewalk within 50' (1.ft) of street light standard 2 Remove cover before placing concrete Keep inside of box free of overspill. 3 Pull box Mall be size 31/2 and shall be located within 5.0' (1<5m) of the street light and installed flush with the sidewalk. Gravel (6,75' or 2&nm max.) shall be placed under the pull box for drainage. Pull box cover shall be marked to Identify It as street lighting. Pull box shall be pro cost concrete. Cement Joint Gaps formed by uneven hole cut into existing sewer main shall - be plugged with poper before cementing. Do not use ookun. Slope owoy from Pull Box P.C.C. slob not to be poured until paving Not& PCC Slab not to be placed until 4 N07ES.- 1. All work Mail conform to the applicable sections of the is in place. Slab and lid to be 0.125" to posing is in place. out/et 0.25" (Jmm to 7mm) below now paving A.0 Paving sawc1u, Edge Pick Hole t (Optional) 1.0 .9 P5mm) Letters, 0.5' 0375" Diamond 0.25 (%,m) Hign Mot, x (12mm 9MM) w X 414p_ 0.125" (Jmm) Deep .4 - -7 MONU size, extend lower halves of must he mortared and neaffy raked or wiped on inside Top of L Building paper or Plastic in joints of Poe. Monument IKSI 0.5" (12mm) Hole 4 10- (0.26m) 0.75' (20mm) Letters Pipe Casing2.0' if 0.125" (3mm) High (0.6m) Square PLAN Concrete Pad 4. Air sewer manhoI04 for sewer lines lager then 18" (0.46m) SEC7701V IIHIRU MONUMENT transition channel between X; r LUMAI (M* ) NO TES.• WS 10 1) sm I All work shall conform to the applicable sections of the ends of lower halves specifications entitled "Standard Spedfications, State of California Department of Transportation'. approved current curing compound as per section 90�-7018 of the standard edition, and the followkg general notes: -1 ------ 2 Castings shall conform to the provisions of the spedfications Shelf slope is 8.339 for grey -iron castings, serial designation ASTM A4,4 class no. JOB &W (OW a 12 r Lai to Melf /4, - J. All frames and covers shall be tough, grey cast Iran, free from warps cruck4 swells, and ad sheet, and sha/1 have a workmanlike finish. WC770N A -A 4 The seats of frames and bearing faces of the covers shall be Stamp Disk with R.C.E.machined for a smooth, non-ro*ng fit between the two costings or LS Number. 5 Casting Mall be thoroughly deaned and doped twice in a I ... Concave depression for preparallon of asphalt or coal tar and o# applied at 3000 F Surveying purposes to form a Firm and.lenaclous seal. FILENAME: SW-2REV 6 Concrete sholl contoln no additives unless prior written approval cm��: is obtained from the City Engineer. DRAW JCU 7 Concrete shill be cured with a white pigmented curing compound half of pipe shall only be com#ffig with section 90-7018 of the Standard Specifications. 8 The surface shall he finished to grade, troweled smooth, and TYPE "A" N.T.S. Own a light broom flnish. 9 All concrete used shall be Class W Inlet it dr (JW) 10 The name of the manufacturing company shall be on the SEC770M underside of the cover. Disk shall be Leitz Disk and Stem to be 11. Poe casing shall be 10" (0.25m) I.D. steel, ASS, or as No. 804-13 or cast together of Bronze directed by the City Engineer. approved equal FILENAME- ST-21REV 0.438' x 2 0' Shank DATE 6/2/99 STANDARD (11mm X 50mm) DRAWIN INI Pavement Construct Inside Drop Space at equal Distances Mel Mel Air (Jim) ft R .10E DROP Pavement Standard Manhole Cover and Collor per Std SW -6 Mortar Seal 4r (Law) Standard Tee 'e,4 . Water Seal (rubber gasket) ML &P Class 'A' Concrete Standard 90" Elbow WIINDE DROP Standard Manhole Cover and collar per city standard SW -6 Mortar Seal Water Seal (rubber gasket) Min. 2 stainless steel strops at max. 3 0' (1.2m) spacing attached to manhole shofi with stainless hardware Standard 90' Elbow Class X' Concrete NO TES.• 1. A# work shall conform to the applicable sections of the specirications entitled 'Standard Specifications, State of Uifbmia, Department of Transportation, adopted current edition. 2 Drop manholes will only be allowed with the approval of the City Engineer. J All manholes shall conform to Sea J.2.3 of the manual text 4 Drop manhole Is only allowed if drop distance is JO" (0.76m) or greater. Maximum slope allowed inside manhole FILENAME: SW-3REV 12' (0.3m) concrete collor (if not located in sidewalk) Waterproof next 12" (O.Jm) Min. Radius To Street Light 1. Locate street light pull box in sidewalk within 50' (1.ft) of street light standard 2 Remove cover before placing concrete Keep inside of box free of overspill. 3 Pull box Mall be size 31/2 and shall be located within 5.0' (1<5m) of the street light and installed flush with the sidewalk. Gravel (6,75' or 2&nm max.) shall be placed under the pull box for drainage. Pull box cover shall be marked to Identify It as street lighting. Pull box shall be pro cost concrete. Cement Joint Gaps formed by uneven hole cut into existing sewer main shall - be plugged with poper before cementing. Do not use ookun. Slope owoy from Pull Box 0.5" or 0.625" x 8.0' (Unin or 16mm x 2.4m) Grounding Rod (at street light pull box only) PULL BOX DETAIL 2r A 9, A "Y" must not extend into sewer main. 1.5'- 2.0' (0,5m - 0.6m) slack wire between connections To Utility service ei Coll conductors and secure fuse holder and splices at top of pull box with cable ties. Waterproof in-line fuse holder (at street light pull box only). Ground Clamp INNER BOX DETAJL FILENAME: ST-23REV NOTES t For pipes 60" (015m) to 1.0' (0.3m) in dbmetar, a licensed contractor who has the proper equipment and permits is considered an approved agent and may care into the city's lines or remove a section and construct a W)v or tee, For pipes 18' (046m) or larger, a manhole must be constructed where corings are mode. The city inspector must observe the installation of saddles to cores pipe and shall conform to the requiremmis of the West 2 VItrified day pipe saddles shall be extra strength clay Coast Standards of the clay pipe institute J VCP soddes moy have either lugs or collars. 4 The bell shall be true, circular and concentric with the bore of the pipe and shall be scored an the inside of its entire depth. 5 Openings in existing sewer shall be made only large enough to admit a// of saddle rifting. Lugs or collars not resting on pipe shall be blocked up and sealed with epoxy glue. Anspected by the Public Warks 6. # installations shall be i Department of the City of Bakersfield prior to backfill. 7 For PVC and ABS pipe, Fittings shall be Infection molded and shall be installed in 11he on new p1painn cut -in Fittings are not permitted on new subdivisions or now new main lines. 8 PVC or ABS saddles shall be rubber gasketed and shall be fastened by stainless steel bonds. FILENAME: SW-7REV I 1% MW A107 Street Light Toward center of Interseoft Toward Street SUMB&MG TAT! NO TES: 1. For metal poles, apply backing to a dean surface 2 Backingplate shall be Almetak EMP - 2.56 or approved equal on a// city approved poles 3 Numbers used shall be Almetak PS - 2.5 series or approved equal 4. Pressure sensitive markers of reflected scotchfite blue numbers on a white background 5 Bottom of letter block is 9.0' (2.7m) from po* sidewalk elevation, adjust as needed to dear hardware or appurtenances. 8 For street fight pole standards; see detail ST -22 7 Developer / contractor shall install city approved numbers on all street light poles. FILENAME. S724REV I I 4 N07ES.- 1. All work Mail conform to the applicable sections of the CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE out/et spedficafts entitled 'Standard Spedficatibns, State of - ,,4r ftft) &C I'-9 rrrl California, Department of Transportation* approved A 4f w 1 sewers a manhole vary in 2. Alf unlined manhole joints shall be Sled with Kent - -7 0.5" or 0.625" x 8.0' (Unin or 16mm x 2.4m) Grounding Rod (at street light pull box only) PULL BOX DETAIL 2r A 9, A "Y" must not extend into sewer main. 1.5'- 2.0' (0,5m - 0.6m) slack wire between connections To Utility service ei Coll conductors and secure fuse holder and splices at top of pull box with cable ties. Waterproof in-line fuse holder (at street light pull box only). Ground Clamp INNER BOX DETAJL FILENAME: ST-23REV NOTES t For pipes 60" (015m) to 1.0' (0.3m) in dbmetar, a licensed contractor who has the proper equipment and permits is considered an approved agent and may care into the city's lines or remove a section and construct a W)v or tee, For pipes 18' (046m) or larger, a manhole must be constructed where corings are mode. The city inspector must observe the installation of saddles to cores pipe and shall conform to the requiremmis of the West 2 VItrified day pipe saddles shall be extra strength clay Coast Standards of the clay pipe institute J VCP soddes moy have either lugs or collars. 4 The bell shall be true, circular and concentric with the bore of the pipe and shall be scored an the inside of its entire depth. 5 Openings in existing sewer shall be made only large enough to admit a// of saddle rifting. Lugs or collars not resting on pipe shall be blocked up and sealed with epoxy glue. Anspected by the Public Warks 6. # installations shall be i Department of the City of Bakersfield prior to backfill. 7 For PVC and ABS pipe, Fittings shall be Infection molded and shall be installed in 11he on new p1painn cut -in Fittings are not permitted on new subdivisions or now new main lines. 8 PVC or ABS saddles shall be rubber gasketed and shall be fastened by stainless steel bonds. FILENAME: SW-7REV I 1% MW A107 Street Light Toward center of Interseoft Toward Street SUMB&MG TAT! NO TES: 1. For metal poles, apply backing to a dean surface 2 Backingplate shall be Almetak EMP - 2.56 or approved equal on a// city approved poles 3 Numbers used shall be Almetak PS - 2.5 series or approved equal 4. Pressure sensitive markers of reflected scotchfite blue numbers on a white background 5 Bottom of letter block is 9.0' (2.7m) from po* sidewalk elevation, adjust as needed to dear hardware or appurtenances. 8 For street fight pole standards; see detail ST -22 7 Developer / contractor shall install city approved numbers on all street light poles. FILENAME. S724REV I - R=0.5" P.C.C.slob not to be poured until poVng is in place. Slab and lid (12mm) to be 0.125" to 0.25' (Jmm to 6mm) below new finished paving. vin gra (am) A= I a 'EDT _5 21, I 4 N07ES.- 1. All work Mail conform to the applicable sections of the CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE out/et spedficafts entitled 'Standard Spedficatibns, State of - ,,4r ftft) &C I'-9 Mere incoming and outgoing California, Department of Transportation* approved A 4f w 1 sewers a manhole vary in 2. Alf unlined manhole joints shall be Sled with Kent - -7 size, extend lower halves of must he mortared and neaffy raked or wiped on inside of Poe. sewers 8.0' (0.2m) bWd 4 V. -0: .1 4 inside of wall and shape Shelf 4. Air sewer manhoI04 for sewer lines lager then 18" (0.46m) transition channel between 1W ends of lower halves 5 Concrete pad shall be cure with a white pfgmented A .1 curing compound as per section 90�-7018 of the standard T -1 ------ SpedflCations. Shelf slope is 8.339 6 See standard dwing SW -6 for frame,cover, and Melf /4, - i�tli3�A�3yy Mere Incoming and outgoing Shelf shall be broom finished for sip resistance 7 6 I ... so wers in a manhole are of A.: .: FILENAME: SW-2REV t cm��: the some diameter, the top -4P. DRAW JCU half of pipe shall only be CHEon MANHOLE SCALE M. SHAH TYPE "A" N.T.S. Special removed between walls and Inlet Aggregate SEC770M CITY OF BAKERSFIELD SW -2 (calcareous) the broken edges shall be CALIFORNIA C> -k1 plastered smooth with -J cement mortar, PLM AT BOTTOW RACE,A ffM AT W - R=0.5" P.C.C.slob not to be poured until poVng is in place. Slab and lid (12mm) to be 0.125" to 0.25' (Jmm to 6mm) below new finished paving. vin gra (am) A= I a 'EDT _5 21, T 2.1 Mortar, 4 N07ES.- 1. All work Mail conform to the applicable sections of the CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE Dry Packed spedficafts entitled 'Standard Spedficatibns, State of REVISIONS No. California, Department of Transportation* approved A 4f w current edition. 2. Alf unlined manhole joints shall be Sled with Kent sea/ or approved black mastic equal Inside of manholes must he mortared and neaffy raked or wiped on inside of Poe. J Pro cost reinforced manhafe sections shall be constructed in accordance with the provisions of ASTM C-478, -0: .1 4 current edition. 4. Air sewer manhoI04 for sewer lines lager then 18" (0.46m) in diameter, sha# be lined with 'T -Lock' or approved equal 5 Concrete pad shall be cure with a white pfgmented A .1 curing compound as per section 90�-7018 of the standard T -1 ------ SpedflCations. Shelf slope is 8.339 6 See standard dwing SW -6 for frame,cover, and d7 manhole details Z N1 channels shall be smooth finished with steel trowel g MIL Shelf shall be broom finished for sip resistance 7 I ... A.: .: FILENAME: SW-2REV cm��: DATE 6/2/99 STANDARD DRAW JCU CHEon MANHOLE SCALE M. SHAH TYPE "A" N.T.S. Special APPROVED SHEET NO. Aggregate SEC770M CITY OF BAKERSFIELD SW -2 (calcareous) CALIFORNIA CITY 840INEER PUBUC WORKS DEPARTMENT Adfisting nuts to be if Normal Aft 1r^ tightened and secured in Normal Normal Normo! Aw AW 0 place when plate is in CH. - 40ft C.H. C.N. 4aft - ----- Rektordbg at* proper position. see plan slew Iel- R=025' (6mm) i A WT... Normal guitar • floWlne PLANPLAN w(dw Alhambra foundry curb ormor400-I&Cam Bob 926 -ft BW A A Al QMWft Bob 9a IA -3911 with anchors or equal ff . . . A' E & Protection bar aftk . . . * * W Normal Normal COVER (see note 7) I 4 C.H.0M Normal dw 410 11 -CH a5- (15mm) Dia. StIrlup to* x 17' (2&rn; x 0. *n) • 'A 5Normal 0 Oftm) ening s®r C.H.M. MASK) A CH m��R=1. support bolt with hex nuts aUmits R=3:0' (75nm) \100 A 191, out err R=300 (75mm) FExpansion rn ---or2.0' deep joint Slope Break line IA- O 14 bars bent down A-aterial between box and PLPLAN and imbedded into curb depression wo// 1.0' (OJn) tjp. PLM 2.0' Mum rod AQ A 00 &M 93Z& so WL Md an SM RAW L DETAI Nhambro foundry ga/v. frame & 4 0" 10ann? MAWWWWO comer / A 15JO with 2.75" (70hm) go`= agm Normal Gutter Top of I stainless steel socket head set 84naft 09 screws (set opposite and finished $No* dpq See steel NO 7ES.- Roebe curb Normal Gutter Top 0 f Low RoWine flush) or equal plate detail t AN concrete shill be dw 'A" and shay be "in 2.5- (ftnm) to 5.5 --NNW* � Amm-..Nw� (0.14m) slump. ---,-:3 J A' W L 2Slab to be poured monoffii: *0 q&w* where sl~ h; required ex or nee* rqPA7,dV- qrkm of a// e4wed concrete shall match dope, (AW No. 4 bar 441sh, color, and soaring of adA=t warele low tow WNW *a* ON see note 14 A J. WW IhWaw T=6, e (01St) aw* t Aen H>8' (24m), T--8.0" (oft) • I a, L>8' (?. ft), T=d 0' (O.,an). Catch ba* web shall be hwaaaed •fibua*4 R--poe 4* w1# ffii4t7eaa by 2.0" (50 m) mink= in thkkness if poured eyahst naturd ground PROtTLE Pfflqlf k) Iku of outside face )bnns. 2326 kM god Waft Rob w Slope to outlet from all directions lit 4 Wdl rehfandIg not required when H--80' (24m) or Im and L=70' (2.1m) 0326 m9a or /on Wills exceeft ffim linits strap be rekknood with No. 4 bars at 0' (0.45m) ac both ways Al rahkrchg Adl be No. 4 bars tr (40mm) dear of ihsi* koe unless otherwise shown. 40 5. All e*wO metal pals shall be gdmized after kWwAm. NOTES. Round 6. &Wart bolts shall be kstaW lwhan length of qmhy aa**,i0'(1.&n) (7ftm) for other inlet sy0pe 10' (50mm) for I)pe Off Gutter Subgrode is mew O.C. and shill be spared between 30' (0.9m) to 50, (un) O.C. A and A-1 caft bahs and 30- • optional with t)pes unless otherwise show7. ^". contractor 7 Ww curb openkg exceeds 15' (0. 14m), a piab round sted protection bar C.H. = curb haobt Water stops to- (25mm) Ah dna, shdl be bstdled Bar shill be inbeMd 5.0- (Un) C.N. + D Llinits = ftits of Mal dpvwkn in gutter. on plastic at sash end pis 2. Guitar *pfwabn she// be d= 18'P.CC 6.0" (0.15m)* omw Ar *0 tw SE0710M A -A 8. Poe shall be as Vadhd or as dkocted by the City&#kw. The thick angular cut on the poe shill be made as diected by the aty Engkor. J. GOO, 00, and 01 inlets maybe used with qpvid of Me City Enyher. 00, 00, and C4 Mets shill be Aconstructedsnaft A 9. N1 work stall owtonn to the applicable sectionssectionsof the spedflcatims :4 A entitled "Standard Specilkal=4 State of C4ifemia, Dqmrtment of wMaut steg in to Me State 4 of Calffomig Department of fivnVortaft Stmdffd Transpwieftn, qqwoved current edition. Plains D72 & D74 wd grates shat/ be I)pe 24 in I confonraoce to standard pion D77-& 1.0, ARLENAME, D -14REV FILENAME: 0-17REV .4 : DATE DATE (2ftm) 6/2/99 4. Detds for AC Pavement *en RCC pawneilt 6/2/99 4 4:' aR is u* corners &V/ be sparisd off. STANDARD •STANDARD DRAWN DRAWN JCU JCU CHECKED 5 bposkin matefid w le (5ftm) deep j*t between CHECKED M. SHAW SHA CATCH BASIN ----M. box and whg& GUTTER DEPRESSIONS SCALE SCALE N.T.S. N.T.S. TYPE "A" APPROVED SHEET NO. 6. Orales only dlowed with the approvalof the CitySHEET NO. -i APPRovE Cr AROUND Pff rwry ^C 0 A V=Z2QC1=1 n Priv n= 1aAv=c-Qc= n File Nome: P2K219 Drawn: DP Job No.: P2K219 Engineer: TA Date: 3115112 Checked By. IJ&A& no sop AF& A►A 0/V4/ E 7.1-207 SHEET NO. C-27 OF 125 O M REGISTERED Cl VI ENGINEERJRC 46515 ( Exp.6-30--13 -30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE OF CAO BAKERSFIELD CA 93301 REVISIONS No. DA TE DESCRIPTION A 11 7.1-207 SHEET NO. C-27 OF 125 O m �=m"""m 6000mmommmm mmwamm W� moo=== ammomm am==== aummw= "mmumm mww� mno== mn=mmm mmmmma= NWAMWNM lummmom mm. mmmm =.=me Mm==. m..� mmme. W.Wmm ==M=m ==moo- wwwww .-mm ^� w-- ---- ------ ------ ---- w m " McKEE ROAD 6f 00 00U 00 Q J� ' -- -- f— . ___ . ___ . ___ . ______. . ___ . ___ . ___ . ___ . ___ . N'�-----------------------------------------�| N ................... | | . .. � 0 | | | | U �_�__~____� ° ' --- ' _-- ' --� --- ' --- ' ' | -------------------- ||| \ N | ' \ ' | ` | ' > 8 || If FIELD #13 FI ELD #1 If | ' | � ° |' FIELD #15 FI ELD #1 '| f P| |'' | ' < ' '| | ' | ' | ` W 0 || {| | � ' | ' \ 0 ' ) ` ° Ifm at N m ifB ............ . ........... ........................ 9fQ |' 91° ( . / ---- -_ . ....... ' � ' | ' / N `/ IfIf" L_______________-----------------__--�' �_ . ___ . ___ . ___ . ___ . ___ ___ D H ' ' --- ' ---' ' --- ' --- ' --- ' --- ' --- ' --- ' m|�----------------------------------------�| | | . | '�i ' w Ifm 91 | ' ' ~ ----------------------------- J | !' ' ^ ---- ' --- ' --- ' --- ' ---' ' --- ' --- ' --- ' --- ' --- ' --- ' --- ' --- ' --- ' --- ' --- N � | ' '. |15 | �-----------------------------------------7| �� / 910 If� | / 'FIELD # FIELD #10 N m | |' | ^ | || |tj L � | , � || ' / || --If Q / 8 ' | Ni| n .'| Fla'DS- | . ' =� If° ` . > if � N't 91 � Mr, I � A C 46515 CITY OF BAKERSFIELD X 1501 TRUXTUN AVENUE C/V�\, CA 93301 CA\ - REVISIONS No. DA TE DESCRIPTION Ifif Q 1m�60� NEML*A N�4A ' | | A | ''' . . /IfIfo ' ' ' ' ' ' ' ~___ —� �� —� -- -- -- — ' -- ' -- ' -- ' — ' — ' — ' -- -- | ' > ' [_—------—---~~~----—----1 ' � \ -- ~~ m � | | &I�T)Nd B614bWOS= ==�=�� == === �� ____ _________________________ ' / SEE SHEET F 2 SEE SHEET F-3 � ^� 40% LL �� =�_� ��~�`��'� � �_' � �_=~�=� �� 1. ALL WORK SHALL COMPLY W TH THE 2006 STA IE OF CALIFORNIA AND "STANDARD PLANS" AND ALL AMENDMENTS LAWS, AND ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. J REFER TO CURRENT STANDARD F007YALL AND SOCCER FIELD LAYOUT MARKINGS & EQUIPMENT/NS7ALLA/7ONGUIDELINES AS SPECIFIED B>^7HE A7H[E77CORGA0IZA770N EQUIPMENT MANUFAC7URER OR GOVERNING AGENCY. C NFORMED SET"' ---� ~/ ()VERALL �� a IN FOR � �� PLAN File Nam Base—KEN71 1—Phase i9n: DP Job No.: P2K219 Engineer TA Date: J115112 Checked By,,'�%Ua Am 'Zi ET146Z L0 0 N o 0 � 1 NLiC_ n r - z III a� I i N N 0- I 0) 0 %f — V I z N r-- oN f r - r -- o CD ry Li z W 0 0 K E2 Li 3-9 0 M u 0 M m 34 F3 E3 M m N QROf ESS I 0 � � 196, s ;, �.� f :.t. • { ��O N Q®5 ° 61$ 1 � £ Q®`' � 1� 1 k I � � ' ' . � `�' ' `� • ", ' ' . � .:.. ®� s 2 2 v ®�°: 2 I I w I t Cl) `rte �o� Goy' �`�G• �� f F�®� °o� G• �� I CD %si, �o �p�� o� �� f `s�� a°�`5'� o�' 1 - - REGI TERED CI V/ EN GI NEER r�'' C 46 515rn �� 'A Q,Q�• 61� _ � ti�� 1° I ` : ,. Exp. 6-30--13 yE ep 5 N. CITY OF BAKER.FIELL7 �qj. C1ViL 01,� 1501 TRUXTUN A VENUE Fnr, s • �� ,� 5 3,. : ,.,..,...,. ,.....« v:.......<,. , .,..... ..., , . °1� f BA KERSFI EL D, CA 93301 40 RL i No, DA TE DESCRIP TI DN FIELD #13 FI ELD #1 f G � I I • .� 3 ? } 1 d f f ' r � i y f � :y.............. ,.»»,,.,,.r,.,»»»» ... ,»»,,,,»,,,,,......»r,,,,,,,,,,,:,..»,,,,,»,»,,,,,»,»,,..»»„»»,,,.,«...,.,,r»,,,,,»,,,,,,,,,,»,»..,,.,,,,,»,,,,,,,,.,,,,,»»,,,,,,,,,,,.:.,,,.,...,, ,:.., .....w,,..,,,,.»..,w.:...,w.,:...:..,..:.,...,.,,,.:..w... w :............,_ .rv.»_, .,., .,,,...,..�.,._..<....,,:..,....:,,.:..,,,,,,,.., ,«,.,. �. , ...,:,.,....w:,.:...a.,...,.,.«,..,.....,.w~.,,.»,,,....:.»»,.......,:.,:...:...rw,v.r.,.,:..,..,..:.........v,,..,,.,,..v.».»,�..,w.,:<,..,.....,..:.,.,»...,...�.,.v,...,,,.:..,,,......,. I �-- w 12 169.5' } 12' ` I I ! I 193.5' QUI ES lYf? FOOTBALL FIELD VYIDTH 1000,i I \iJINSTALL GROUND SLEEVE FOR GOAL POST LOCA TION. I I• f (BY OTHERS) f -NEWf INSTALL A TTACHh1ENT FOR PYLON LOCA TION. I I S (BY OTHERS) »».......».»....,....r.., ».,.»,»».........»»»»....... ».»,...»... ».,... »,:. »..,.....:»».»..:...»..».».».. ».s x Y.... . �1�.................................................................... �1� A ................. f ! , f ... , 6,��..v ,.....,...:.:.::.:....................r,.....,a:.,v,.:,..::,....v.:.:,...:v.:.....,:....� � a...:.,.,x.,...,.v...... N. NO N .Vp� lk46 Ll 2 2 Q'��G• 61�y 2 � �'��°� � ! I �.�• � • � w,<rll.+«r,me«r!<rfrrrfrf<rr/«rrr.;«.<r/rrrrf«.wrrvtrv,<•rau+rf .. <.«r..frf «<.n<..r r...v //�,<err.vrr<.<r<r ,r.rr„r, rri. .vrvr. rvrvrrry«vvrrr. <r. rrr fJ.,r,<rr<ru.<u!rlr ry rr.,<Uivfrfr rlrcri.r.virv,r<m,/. fnlrvrllrcrlr /rrc /fe,nvfl.<pv/.!<r<rv.vttr<rflt<rfF•riNft<rtrllpfrv<°ri!wrl v<rM« ul. r/uarr,[ .f<rl<<. r«r..««<...rv<.r<r<v.r«rr«.rr<rn.<rr<fr<..rc.<l«r<rr<.<,wr«rl�..�«�.r.«<.r..r<. ...rv.rr<.r<rfr«.l« <r...r<.<r .......<...« .....<r.<.F.rrrf.,rr <...<..<..<................ i.<r.,r rrf«<.«, l �r.«<r..r,.f..<r„<rf««««..«rr.«rrf.>..<, l<rrr.<,.<.,««<.r<.<r ,«rr<.,r,<.,<,.««.<:<r<t,.« ..,<.««....<.,..rr«rr<rrr<,...t<rr««rlrr<r.<rr,r,r, ,rc.,_.,,r,«<lr.>,f«,r«ffr<r<.,«lr«<r.«<rr«,f««..ff,.«<rr,r<r<r,rr«.f<.<r«..,.,ry<r<. r,.l««.< x,rrlrf.«ry«r.l<rr.,«.«<,«.f<rr<.«<.<.<rf<,f«<�„<,.lt•«<t«r<r.,f/,r«,«<..<r,rr,«<r<r<.,«r./rr .«,v<�<.f«r.<rcrf..r..t<.rr<r<r.rr<....<..r,.. �6 s <�. I I •* 1 rvrcr .rr r .rcrrr rclrr.r<r.r<f < «r.«r<. l«rr ..< rc �•:. < rr ... r..rrr.r.rr ®5'� 6�1��° 1 � s ®�� °�1 � 1 I I �. z 1 s ; t vQ #X2.4 _ 2 2 �,Q ��G.2 I I »,»„ » ,, �'�.., »,,P,,..»»,.»,»,.,»,,.,,,...,»,,,,.,»........,,.»..».,.,,,,..,..».»»..,.»,» ,Q- ..��. $, ».,», Q•� 6k �b� ` ,...«.......,»»v,,,,»»,.....».»»»..»»,.»»»,, c�,».»,.».,,,,»»,»»,.,,,,....».»„»,...»»„».,..,,,»„»»»»..,.,».,»..Q•� »,»,,. >��> G.161� ��• G. X61 �� 1\0 f f G. • ��I I p �� f ��i�G �� ®�G �6 y I G• z ..... .r ..................» . ,., ..,., .,......,...................,................,.,,, ......., � ».,, ,r, .,,,.,, »,,,.,, , », r „ , ., , . t 5 I I I I ( I o I{ l • ! � f =j tFI ELD #9 FI ELD #1 I r ::D I I I :! ................. s I S i Y s F . f r f S I ! I Fyo`I I ? I I Z < Y f } . .......... ............ ... ...... . ....... . . ........ . . . ............. . .. ............ $ t < i f S f f < { 7 I f I� • I. . . . . . . . . . . . . . . . . . . .............. A. s Gp 1�'� Gp �,�� • 1 9 a. I �6 t 0 4 G• 0� G. C. � �.� �°Anol P� .,.,..,»..»....... ..°..»»».»,»..»«.»»,»,»«..,.,..,.,»...»»»,,.,,»«,»»»,.....«,.»,..»,,..,.».�e..gig».»,,..,»...,......»,,.,,». G• � ,..,»».»»,»........,, �.».......»„»,»,»,»»,r»».»,,..»..»,,..,r,.»..».,»...,»..,,,»».,».»».....» ,� , «„»,» � � `�` 2 2 �tiP °1 2 �� I I I File Nome.•Base—KEN711—Phose2 if�n; DP OF BAKERSFIELD, CALIFORNIA PU13LIC WORKS DEPARTMENT Job No.: P2K219 Engineer. TA Date: 3/15/12 Checked By W44. t SCALE.' i'=40' AREA OF WORK� NtE ENLARqLD,,PLAN ju!mmiml CONFORMED SET /N NCE BLDG, FIELD DIMENSION PLAN ..�.�.; TROOM ATEASTSIDE OFPHASE2 SITE S TA TE )=A RM SPOR TS VILLAGE — PHASE 2■ 9001 ASVE ROAD 7.1-207 SHEET NO. F 2 OF 125 W n 0 m 0 0 a) m n N o 4/ s L_ E �o n z Li(D m W N a) U) C_ IL Ll C" z LLJ0 i N z ry C.a W 0 ..- ... ....... ............ ... ............. �.,. .., :.......,....., u... y ............... N.,..w,......:. ........ .... a.....,. �....f ...,.........,.H., .,..,.:... I I , I II I $., f� 2 _ 1 00 I II I II I 2 1 :.......:......:.:. 1 z 2 �1°..:.......:....:..:.:...:...... :... 2 Ljo5� �9®N` f I�h�� 6 I�h�� (�� p1�� ' �� ° } I G• ��1 - v ®��'' .110 �°�� IN61 Q° X61 �y� q�� I - �' G• 1 1 6 s 6 g 1 'S 1 } I 6 A4° 61®1 �� ° N6 �` �6 OP 'C�►®�(° ®c�'� 6 �gti ®y'� 6 �g� ,� �1.�'t`� �� • ��o I g ®� ' �� d t G Q•'� £ 6 6 I II �' �P 1�,G• Pv ��G Qo G• X61 oO� �.�• G®� Q,,Gg ,OPS Q ,�G Q ®�o° Qo�G° ��1 s� G°��`�....Go ��G P� `�G• �° 5 s �®� t V I I � to �., : •a: ,..:..:::......... a .�` �.....:.,€ � ��.....:.h... �.�.r:.....:...::...,....�. �' .n......v� � s I P� :� P� ..G®�,��.........:..:.........:.......i:...:,...,...:::....:..,...� �,` f } oP� �QP� G®�,��,...............v..A.,...j... �''. } •�I II t } I � I I I I I z E 31.5 36' 60' 36' 31 e 5' I I I{ I I 195' I I II if {I I } s I • j �3 t f TYP. A T STANDARD SIZE FIELDS 97.5 975 tf I I II � if ^' III s t I t I Q) • I s� s � .��" � I I � � I II I I I . t . fl I II . ♦:n..,..r. "f z t t ,.... ,�. � I I � if • • I II I s If = f y FIELD�FIELD #1ItN t II I x t s } } I�p t , . I ! y::..... ........:,.A.:::..:::.:..:::...:...n.,........:.:..,.:::........v..:...:..:rr.....:.w.w...♦r.r........:w.r..•,....:.,...,:...•...,. :.n...,..:......:.::...., n.•.. , n ..+....v., „ .r.`; � •• � I (I � � 1 ®� 1 5� 5� ®51 � 1 1 ®� 1 5� 5� QOM 1 z � �` 1 I I � �• v �• o Q 1 Q 1 ti .4b Q• °�• 6 Q 1 5 egg �ti G®P �g��.y1 oP�, go° 16 OPS, g®• �6' GpP g�,�1'► 9.y�L ti gg .y2 oP g4�1 �v g°• 16 P� g°•16 I I I g� g1 6° G p�a�' o g�• o gti o • I {I I � o® � 1�9 � 1g° Go�' G ��6go1 s 61g°°;o° 5 � 1g2 61g2 G o�g�� G ��g�� 61g'� } G 5 � 1g� I � �• �° X01 t G•1 G' X61 G° \6 LF 2 @� �� I fig, _v .:. �.:. /:.nn...: �•.v.:.n� :, G �„� I ®c. P� 5 .., :•'.. I II I I r.r..�r-..::..�........,...rr.:..,r:/�......NN,...v.N:n.aN::r-....,.�:...r..r,:....:.�.:.:,rh......: t} � . ....,.:.,:.,r:.:w,.•,:..r::/::...,..,:.:.r::: Hµ .:N/.:....r..N.,,/, ,..,..,r..,:,r::/..,....:,r:,:.r.,..,....::::.:.:.:�:,,: ,r „ ,,,.. ,r. ,....M. £� ..... . ...... ............,...h::.......:...........:.........,....::.....:...:nrr...r:.:.....::�:.:.. r.::.:..�v..::.:...:...o..::...:...:.::::.::..::N.:...::.::.,.F:..��.:n.A...n.:.�.....�n�.�:.n.....r...r.:,..n,.h....n.:....�.v:....:..v....:..:..nr........v..:..r:n�h.. k.:...A.A:: ....:: n..�..r �...NNx ..� .n. L__ �_ _� _____�. 1.044_._°_ . ......1 II ,f.,.:.:, ....... .....v..:/:n::............ ...,.n,f..f:,n♦,♦f. f.f♦,:,�Nfnrf/.:,r,ff:n.f.N..:♦rv,.f�,♦f.n♦f �.,./kk nv.:,f Nr nn,v.,.,,.n,..n., N �rc ,� �+ � ,«f:r,..w:./,: { i I f..:.....::.... .. ..:...w............... ,,....... .n,.r.v..n.,..............:..:.,....,. ...n,:.,..:,. w... , ,:...,.,..,, .. n,n.v..,,f...rrnnYw..,...,..,..n....�♦:..n:.n _ _ t I� ! II I 2 F �•�� 2 y 2 I V.1 II I �6= � ®o .:f...,:../. ..,:.♦.. �6 = /� �� y� >...k::.....:♦.n.n.r. ,.: �:. � �6 ° r 2 I bp �• Q G° 1 �� G �$• I I I F° o�g �v �G° o�g �� gy�`��1 �vP �g� s F�', �g�� ®v G• g� gyy gg�`��1 I I li 6 g° 6° g 6 6 G, 6 1 0� 1g 5� �� g0 �G'` �G 0 5 05 1g py ,�G' t ( I I �G: �6 Q G. �6 Q® 61 �� ® G. SQA ,, G'�P = # Q G• �6 Q o• �� Qo �1 ��' �� G• G•G®�,��a•�v,®�o° ;.,....♦........... ... P ".n.."♦:,.....:,..:..//.,.::�, � �f.n:r..M,♦...♦.. �:,...,.,�,.w,,,...,",....,♦,,�e:wfKN.nr�/..�.,...f.:N:,/,"�r.' It /r'• j F �� y � s I I II r ; 9' 36' Y"`� 60' `' 36' 9' r f { .. v:...n,.. I I } I I S 150' ( I { I I TYPICAL AT MINI FIELDS #11 & 1112 I I I I 75 75 s I I I str fn..,.r.,:.. �.n.....,".....:..:r... n""...n"".r."n...".......f":"..♦,...nr.........._n..:.n.,......:#.................. .:.........k.,.........:,..�. =r.f..../.,....�..k..,..:..,.,.................... f.n :..:...r.r.. ,.rr♦/. ...,........,"..,..," :. �.....,n.�.M.♦.....:..r,♦,....,.,,...,,..r..: f ® I I I I _ II eCER NEW S' I! I II I I i / � I I I f f I#12sI . } � r� t � r,N,♦. t � I II f .� Pa •�• _ I } II r � � •'t I I I r s - l: ".,.,..",.♦".....".r".."f..�........."............:........",...:.n"...."."..",.........,...r.....,..."..,...",..n..,......"..,:..♦.r,".,..r,,,.:n«."♦.s y{,♦,.♦.,...,....,.............n....n...r...♦:♦.�,...♦n...."♦.�...... :,....�.,....,.�....♦.. �..,,.♦..........::.,H.♦,..r♦....m...$ r I I II I II I G y t s G G �. s ®5� o�� t Qo 6 I } 1 G } f P v ° 1 o• 15 ` ti �• P '� L ®1 ti 4 1 z �° I I I I �6 g�'�' I 5 0® 6 �� 1ga oo Y 6161g� 1gti G 2y G �'► z 1g`G I ! G• �6 a• �� °19 °1g ' o•6 c• �� ; z o° �° 0.1� o1g °1g } o•��' 6,y�• { 1 } I I I 2 �1`®�G• ®'' n♦ G' N 1W ,� t _],'�'' . `� a,`� �;' y G' ,, s G° 6 gy I jjt ICToa .j..,::.... ®� G° f,•° 2 G" tv,.,.:.r., e ♦' �°/l..,.:"....•.,...,f:r, , V".,:..,,..: 5 ®� •�G• y t 1 °• ! ¢> I O l S I 5"". I ( I �P �P � P� �. P� tiP � �P �P � �P �a P5 �� P � �,G• } I 11 s s } s 's y y ':: •• •• ••• •••• •••••••••• ••: ••.::::n ::.v."' ` n,v...v..r..mn:✓rrmv....,. rr... n.. r:n'.n.nn':♦...,.f .• •.,n.. rr m.. n•rr,r ... N..n•Mv... r...:vi. ,Pn:nv.. f. n...nnn.! I I I..:..,:...::.:.:s::.,,...:,,,.n,,,,w:..:n.:;r::nv.,v.,.:.:.v.v:nv,:..:..:..:...n.:.•::n.::: n..: '::,•:... � :..,.. :.f:v , ��t } : I / s I {I..,f,..::.fff:.::..Lnf♦f«♦:.♦♦♦n♦.♦f♦«♦fffr.f,,.:,/,fff.♦..":�.fw:.:,.f.f,♦.N.f,k. ,�.,,�.♦,�, ♦.w:�.w.,r,.nf.:n♦f.,♦kf♦:♦f.,♦:.,,fN,ff.,♦♦::/ ,.,nN:,.f:.:f I 1. .2 . 0 If If 1 0 IN WA_ I I ir," MP04 O ,,R®f ESS 0lole REGISTERED Cl VIL ENGINEER C 46515 Exp.6-30--13 CITY OF BAKERSFIELD X14 CIVIL 1501 TRUXTUN A VENUE F BA KE•RSFI EL D, CA 93301 Ofi CA��a� REVISIONS No. DA TE DESCRIPTION 1/ FIELD EQUIPMENT • I +a Ii A A A j x CONFORMED 7.1-207 File Name.• Base--KEN711—Phase2-f&i9n: DP STATE FARM SPORTS VILLAGE - PHASE 2 SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: P2K219 En gin e er: TA Date: 3115112 Checked By 0.6A. 9001 ASHE ROAD F-3 OF 725 d i 2 19 W ry 4 hQ !6 N 0 z Q CL z 0 0 U U) J cv 0 CL I ! t # { # I) I! t # I t 1 I# ! I P t I f 1 I t t E E# f # ! t t! 1 I #! SEE SHEET IR -2 SEE SHEET IR -3 # € € # # € #} # # € # I I ! ## # t t # ## t # t € snNmm mm mm m mmum mm =no ==own= mosommmummm on= # 11 € ! I t ## # € t € •• 1°� •• ! f i i i i s i i i i t _ - _._. - — . __......M . ___. ! I € I I 1 I f # I f € INFcKEE 0A _ ----------_— . _ _ . .. _ _ _ _ _ y. ... _. _ _.. _ _, _ _ ._. __.. . _ — _ _ _ ... ... . _ — _ _ _ ._ _. ....... _._... __........". -------- --,__,,. ----------- 7W ____w—_..._L;,_ N T'T/2/r tri 211 -1/2" /� • ' // ' •:...... " 1-1/2" 1-1rEfn ,!� # 1 117 # `1/!f"..................,,..........-....,...,..«,..,,•,.,,.-,.�.,,.,.,..,,,,..,.,.,.,.........,,.�....,n..�.,.,.,..�,«......".......,.,n....n..,...,,..»,..,.^.. � ,,,,,.n,.,...«.,..,,...n�.,.,..,.,...,..«.....«..,..,..,.,....,,..,,.......,....,,,.,,...,. ..�..,,,�..,..,.. �.< .l1 < .•.•,.., fa.+'sror• r�u�o/nrrarr �u ..w..v.....,»w.,". t # t .... _ .....� _....._ , Q N „ „ „ „ 3,. GPm •^ 1-T/2 2^T/2 v 2 . 4-1/2 T-1/cf 1 ,Q ar S/DEwAlX 4 ............ ......_ ..._ .._. -/0. B d d !j. ` `�!�\ e _ milli 3" r r 1r�" ,11211 2„ z-vz" z-112'1 �..� x 2-1/2" 3 I d � 3' 547 I � � /" " /»rrRraG I" ! a \ 3'1 2B' SOUT/! O<fUTUREB !t/�DES/DEItJAGX 26 iz Ir " / luwvwro n sr'• F r!"r,M•a w. /2 t } E 36 2„ i 2„ Joos a i - m € D } 112 v " / U cvm F,r Ivss ® r/2" `\`+ ! 3„ GPm E 46 } ! € 1 € ( € f ! t # f # # 71/rf GPM 1-1/4 # Jsz 2" I 1" 1 ,r/ " 2" r { GP/if ,/ ,, J'r GPm !-1/rf" I/2" • J/2" J/2" I/2" € /-//rf" 2 GPm 12 ( urrF ✓.v u fEWIWI UAGU 1Y32 3 GPm } 1 r 4 I ti ( /v' 3/v" 3/ ! i 1114" 7-7/2" 1--1/z" 1-715"' ! ,,, 3/y / /2" Irr' ! „ 1" 1 1iz 714 r 114" ,r r-Tiz" I }}„ # t t # # i # t ► t # # r/z / / 1/2" 2" 3/ ! I 3r, 2 2 ke) v„ /v" Awl AJit„ IIi ii 1,, } I I !t ! I # { ## S ( 2„ �PrjJ s D z 2-41211tv 3" 3,r Ise # ( # (! 1 € ( I # I 1 PM /Wt/ 4tS w ( I # 1 € # ( # € # # # x FuruRE ! `� J / j t�1, I" , } 3" �, } ,.26'41,# € # # # # # I # # # ,......• - 74...,..,,n..............n.,_.,....,,.,...-,..,,,...._.,,...,.....,,..n.,,n..,_�n...,w.,.,„,..-....,...m..,,...n.,•,n,n.�,..,..,......:,,,..,,,,„:,n.,.,,,....,...,,....n....,.n...,�.,..ww...n..,.,,..„,�....n.,n •y,. , :` 3��F' v' ,.I 3 ,r \ E £f,5' 8 /N /NESrOFS 8 A 2r, IJ N I F R 712 =a I I } # I ! # # # # 1 ! I { I 2-1/2 f ( 2,. GPm 2 } 3/•98 F S G I } 3,1] 21 //,} - D 13 f \ ,/q /• se wa srwwur 3/Y ! 3/Y" »aru saaur r 7.1 k ( 3" �p 1" 7-112' ,1/E{" u " 71/Ei" } t # t # # # # ( t FufURE + 12„ ?!i1 µ 2-1/2'1 21/ } N ,,, j ¢ 7-1/Ef 1-112 ! 0 ! !" f " 2-112' } t I I# E f 1 # ## D 12 t .0 24 } } t s 2-7/2' 762 162 ' I ............. 3.. GPm �g�•,�iw�y� ...,...�.,^.,.,...,...,.,.,�,, 4.„,n,...,....„,..,.n...,,n.n.,,w,n„M,..,..„.n...,..n,....,.µ,..«r..,. \....�.�...,.,..,^,...".,.,",.,..,.."�,..,..,..,....,,,... 3 // 7/2' SJWPA ' COf END fERf EASf r '2 y 11 1 2-712" # 3 Iz F p sEPRUNaLor t/2 ! i 2N I # # x I I z-112 ]—e I F Q ! I € # # ## # # # 1 II 2" GGn1 IY•I?. 1/2 I I } I I" La /v" /, GPM I E 3Ef 7 1-7/2 �"' St r 1/�{r• 7-1/2" r } ` t # # ( # # (I ( t t 1 # 23 2/r Z.r , 3„ rsz 1714 11 11/2 1 1 1-7/2 „ I3z GPm 2 �' "'" ' 3" 3r' } 1- 44 I I # la�111, llpw '14)1 [ 26PM 1I/ ! " 3rin! f 1-112" 1-112" I } h //2" / " races Pw 1Ef �RRwAy ARKbvc R14 / Jam" ! 2-712" 2-1/21' `� E 44 ( } t I , ra£E�fAsr 3/v }, } j z 2-712"3" 21 3.. �m 1 , • i ..,...,,...... .__ ...............................,,.,f, �<„ ...,,..,..,.., ...,i1'...�,., ,.,,...,...•.�. Q 1.112/e 1%/2'.',... <c...... ` aR I -t/ /N 2" GPm 2N } # i i 1n CONTRA TOR SIIAGG CU € } 3" x T 2r, ,. I } } # mr,#GG rl tr IRR/GATloN } g4p V. ! 1z , } 11/4" 1112" „ t � nOMEsnc o/A R G/NE ! } t 1" ' ' Q /CK C UPLERS i t" '" t LOCATE $" RRIO MON A11/N 1, W g ,i u N 762 } /v u w mPursr unws nnr } } ( } # 2, /0AINUNE 51-104IN IN GPM ! P INSIDE 1+1E5rHINGE A01NrOF 541W r 2-112" } o ti t ,•/,v" I F 2 0 ! F 0 ti �} }# } t4 j AIrIlI rr7L 5#Me 90 A } ,n ; • = D 10 ;, 1 -,/v ,n" ! j r�r ,, } r -r " , 9 2 } i t .......................,n..,.,,....,...,.,,...,.n.......,.....«.,.,.,.,.«,,.....,..,...,...,,...,....,,.".,..«..n..n..,..,m.......n.,..,....,........-...,.....,.,.n.,..,w..,...,,"... ,«.,..,..,,,� ESflGW RWNE I-7/ I" !/ # E"/!/RD✓G../// fi ARAS ALG 2„ 100 „ „ 3/4 QUKK UPLERS 3/Y GPM ,/ 1" 1-1/2 /�� y► //p- �jjy 7 1 N L £No Rsw£sr /•vv " /•vv' 3/ , h ( 3" GPm 7" " ,'/ 1'7/4" 11/2"1" I } ` i \ �� rte"' ICG rr7G D/A1/1G r�R i 11/4 t mA uA } ErwP uNGcor 1 I mANUAG 11/4 11/2„ 1T/ZN 11/4 GAYS vf", 7•I/2 1•I/z" £Nv RSEASr N j� ri „ rr ,i GarE vaw 184 / 811 } I Jiz" % F L © ( 2 11/2 1-7/4 r 2 E 43 } # # E✓E RK/NGCOT , 11/4 I/ N j 1 3- CONTRACTOR DIAL[ 5C rr >{•I? F �l I �" 1 x GOCA%Ec4"%RR%GR7/OJI%rIR% G/% /gym" I cPM ,y, 1 3mmn r, GPM t I _. _ _FAS�rf�'l� PO✓!cG� Jn" I/z"" - 3„ 2-712" 3„ t € fiND RS R�QU/RED TO ■. 1i G 2-112" 2-112" 3r, 1 } 8 1/NE26' W Sr 542 j I # # �f• TI1E CONTROLLER IS Gt ..�....«........w..........................«,.,......,........,�....,.,.,..,..................,n,...,.....,...,.....,,....,,,.w...,«,...,..n_..,,..,...:,,...n,.+.n...n....,....w.,.....+...n.,.n...,,........n^w..,2 11/2" 11/2" € / 3 N " 1 } 2a �' 3 , } # SEE CITY REPRE5ENrATh%/ „— 2" ! \ 2/, 3 h 112 } ! . ! , N. 1� 1-1/4" 11/2" " 1-1/2" 1-1/ ' 1-1/4" I � } } t � 1 5, ,4'0R P411 P INEOR�f% r10 r•/r2' /•t/2" ! AGxavrAG � 1 ! Q 3/9 h1 v ! 3" I GPM JFt,A } } , i # R .��P PR�SUREAINrN R16MON GATERA6 TO BE ABANDONED JN FUTURE E r b } .,...,.n^.,,.,,.,,w,n,.^. a $" I I ,,,v' ! I•I,v" �,. 1 21 I 3ry • :,z 1 l 3/v � #-' —' -(" 11/2"\`•. # 6' QUICK C®UPG�R.5.5t'IALL •1/4 ua:v mraysr 11/4' r--114" D 9 1114" # 3 /62 ti I" F ' '" — — `w i RECER rO CIVIL 5X/EET5 R 2„ J00 2/r GDm '" v2 GPM ! F �n ..................w.,.... sk ,n,. ...,.,,..,.........�..,.,... .w,»m,,... .....,n..,,,,....,,...,•.t, ..,..........„...,......,^w .,,....,�...�..,.... ,.v a Uy" I r/2 2Y•0' - y •I/ 6 11/4" j I GPm --C�ys.w..,.., �' 5�'5' I•J/z" �" �r J•rrz" ! ! '" ^ e E 30 .r ,/ n 2. } „, j # / ' REt�ER r0PECIEICAr/0 } TREE EASf PA •. ,35 1-4211 2-1/z 2„ 11/2 2 2-1/2 '7/z } _ „ r t OC T�E SPECICICAr/ON5 S 33' ER 38 3 , , ^ t 1114 -714„ 1 17/4„ 241211 # 2" Zr, D $ I I II v" 'J " GPM } e- CONTROLLER SMAC[ BE } I # SOCCER CONCE5,510N BUILD • 2,• 3/4 r axp Tor 3/ — = -- } I " o ! o- Lor ! } I !• �f/I r2" MAI w LwOErf £rlv MA £AS7' .V. \ rr CV �i'� Q D JNS7Xtl 2 - 2" RCU FOR FUTURE USE „ {�71 _ 2' % 2 y� S/EP R�rRtK to 1 } „...µ.". 1 ," $ 2 P/ / ®NE GINE ARE R{/ QV SHRUBS, TREES AND_GROUND COVER !Y•12 ! !4'•12 v 1 3" 735 n /' / p'f Imp, �/f/} P,imr ia,iis TRIC tE£VpEG 2-112" D 6 1114" 211-1 # I rI•lE EXIST/NG CONTROGG 3., I62 ,N '' ,N E � ( `\ 40 IN51DE 1-1/2" PVC 5CII 410 2-712 �, 3" ,/z 3" 3„ Pn 2-7/2" ! II i 1/ 1 t , } z-11211 ii # z-1iz ---- n 2—riz _� E ^' 13 I r ," I' I 1 aH ," 1 �V GRf3s PNRT C/w Tara av r D 4 � 2-1/2" 3" r 3, , � ' -n 2-1/2" 2„ Jos \ ! 2 ]431 GPM \1114" ,,r"17/4" 17 " 1^112" 1-1/4' , 7" 3/v" 3 /•Jiz' :„\ ! „ r /17/2 T 17/2 1112 D T8 j nq Lof — ,rz ` ( 2” ! tri a GPM ^ ! ! 2/r E 3.9 1 # J If w �. �r •. ; I -112" �.-~~_-,� I � 11/2" ¢ I I I ('1112 V I I ! !CONFORh 1„ , ,/r , ' # r} // t x It : oclir, /yl q1A GENE r and 57 r 2-712 TOE of SLOPE f a axu , 1114" z" } # 21211 1-712' • j: e __ . r n .V, } } } I s 1-1/4" 2"- ,N } .�.� 1r� t 11/£{" #8' /i1AfN LINE ' ERSrO S2 2-712 1-T/2 I µM �. $§ �.� " aa�aa, } '1 z-112„ 211 „I TM Y9G 11/4"�/�yyj 4W SkP r� Mu nwaciaw \ # 11/4 za m 7 B T } ( F �}' a�ra�`' ¢ ( 1/2" 2-T/2" �'a 11/2" 11/2" 2`1/2" 2" 1-T/2 ( E 38 w } # B" MANUAL . PLUNfOFCONNECrION dATEv9Lv 168.2 2" 1 PNASE2/RR/GAnON SYSrE/ACONNEGf N P'3 D 2 } 10.30 ( ,r N 3" SE£SCNEA,AnI D/AGRAhI fOP SHEEP/RII2 SHEEP '-1/'2 p p// D 1 N 7" GP/r, F i ! 3 3 2., 8B 720•Y O C, /NStALL NEwB"//.AINWNE /0'NOR7H 3 I Gpw.FSSJ.a'J +.• '^' 70.30 E 2' E 2$ D 37 Of EX/SfiNG CONLREYES/DEcdALR 762 X i FIM/RE low. 1" E 3" _GP/tJ 3„ GPm B 2,, i N,ER w£s } I } 3r a ',nsuun".,",....,."...,-.,..,,,•.........................,.,,..�,,...«,. „^.,.,,.,...,�,,..m �.,,,.�,,. I GPm k " G 1 gr 1Y31 135 135 1 10 nrevA M } F %�1NfERffEASrJ 2 [ 3N GDM Zr. GPm 2" .................,„",,,,.,.,,.,...,..,.,,,...,,, ....... ,.,....,,,..",.,,,..n.»,.,M.......... ” ,n.....,...., ," 70.30 ( �} 3" s• �" `_... .�. ..�- -.-.._ ._. .....-. ._.. .�— JP4: r�cr .rix ` _ _ _ _ W.VN 2-r/2" 2., 17/2" —1-1/4" 1,r ,,. 2-1/21 j 1114 r-1iz .. •s....4 • : ' t. ' A; ' e' s'') '•.;a " .it: i ::'C < t ' i 1 ' fl...�,,,,..,. , !,.. S�, 9 .�,. _...- ....,— _..�.. _....-..�..- _— ....— 2 I ..41. _ — .i'. ':•'••�' TS't ,evcvrfrow a•(pt4y9r. AZNrr 1 — , • /NSfALL NEW' l8 F , S •'R• R P 9 !4W ENSO W/ EfROMMASfER UAGUE n N Iv A N� } LOCA O ,4 NSTAll NEW G O/Rk6fBUR/AL W/REFOR AIA fER'UAGUE "8' P:lASE2 , 1O £ /N1' SCNPUC CONpINYYOIRR/GAnAV CONtROG CLOCK'S, �,� D/'4RD /NSfA4G NEW JHGR D/RECf6UR/AL I!/RE FOR MASTER vAL✓E %9"PHASE I , f roxvrlr£xrfnMs v rarowr.w,rrsswsrcu av ,? EX/SriNG G" /RR/GA1iDNMA/N L/NE LIKATED AT BtRG'K OF EXJS9ING CONGREIES/DEIc/AGK IG^/RR/GAnONMA/N G/NE rvu vu.,.n ,��., oe++• J:wr'w' >oN/v vO SrnnrieM!GfryxrurJlM,¢tu[rJv y-,xvz YCA'Nyfra re,va" ..metra uvrxn un•,•.xrr •.mi"wr _...•'" 41* Jim in I lROM PHASE/ -. $24 uw,rarr'a�•r'ia�ecrt rrNo •.`-"s,%rn5 r.�`.+.v�'a Rr,K firpWFGe"�CnT !0/MX•1lbY lta•JFl r[GY,C Cr 7l'rtD lJlS1J r,A r lLLfA f ' I !E!lEEtt EEEEE7 ('`+•n mr,NO,XMI Xd9MXR6n 4 fR UNf 527 fX.'f>kK/RK%7L"J•lrON'Rar (( fo M�C•.CaM'J'%U.f9rA'n� PG[r(a fGaRJM,Y N,aV /0" cGA55200 R/NG I%E / ! EX 6'IF.Y A70,V/AAINWNE pa f ' �j COOP FOR PHASEI PVC /RR/GRrTON /i/A/ 6/NE ! SEE SHEET IR -4 J EX/Sf/NG10"G/NEFROmBODSrERPUASP qy� �® p®p ®� p npp�py �y mpg SEE SHEET IR -5 60' I / 1 ! E loll 1 / E 1 1 s ar ;°AwlSTA"m =ARM SPOR"I"O" VILLI -1 OVERALL SITE PLAN File Name.' Dona -10--2012 FINAL n: D. HOGGA TT PUBLIOC',; WORKS DEPARTMENT Job No.: P2K219 Engineer: D. HOGGA TT Date: 3/15/2012 Checked By 9001 ASHE ROAD QRpfESS/olv, RN/Sla SY.STE/� /1ARD5CAPE REA5 OC hiEDUL�' x791,151.1 NKED E ANCE EMRDIN6 N5 /ALG /RED ER O � �P ��-� 5/15 /1 2 REGIS TERE�D Cl V1 E11 GI EER I C 46515 Exp. 6-30--13 CITY OF BAKERSFIELD �� C � V A `� 1501 TRUXTUN A VENUE OF- BAKERSFIEELD, CA 93301 CA1- -OW&L Ak jr AMU No. DA TE DESCRIPTION f1 1 l 11 4T ! # i € 1 # l E , I # .t # € t € # # € I # 1 IRRA: �9 rION No r, F5. AGL lYlf?T�R/�9L„5 APUD GA80R rO �X CUTS fND PER T11E IRR/61 WN f'GAfUS A1VD X95. DIR Cr�D By C/ry GNG/NEER• AREA515 D/RGR,4911M r1C• /ylylWAIUNK5 ARS INT�rv1��D rO 8,r /NSTAGL�D BNL ANY 1#,#1NGI//i/�; GArCRAL, OR CONTROL 411R,-"5 TyAr R41AI UND,'R d'E Mr,#1,40 IN 5Cn�0 PUC 5GEEUES 411-IICI-1 511AGG BE 5/ZED A /IIiN//j1U/II T,t1E ACTUAL PIPE DIA/yIETERn T,�IE NEIr/ CONTROLLERS BASED ON EXl5r1NG 1°'ROGRfi/yl 5C�IEDUGE5 IPI -11,95,F // NEM LANDSCAPE //1�PRO11E117ENTS rO rl-aE C/?y OF :BAXERSFIEG.D 1#,#,V1CO/yl SYMT 1'# //IR PXIONF G/NE 0'0511 Bm?NDUCC/ Ar KERN rURC 5UPPGY 661664 5200 COR ALL CONNECTION INfO- N, CONTACT J0511 BAN.I?UCCI, KERN TURC .5UPPGy, 661664'-5200• PUInP KEEP5 rl-1,/yIAING/NE PRESSURIZED AT ALG T/lxF5. sE CONNECTED rO ryE PO r. wArER 5UPPLY rl-lE PorAaLE I�ArER 4AY0Vr COR f-Ur#,,rR INCOR1ylAr10N acrd TI/E GENERAL REQUIREly/ENT5 REColifl_, PARr OC r�/E IRRI6Ar10N alm- GOCArED IN r6l, EV15r/N6 /ylA1NTE/UANCE Roolo LOCATED Ar rl-1, INC` CONrROGGER 511AGG BE Gtl1AGL /170UNTED AS DIRECTED 9Y CIrY ENGINEER• AT r1lE CoNrRoGGER GoCAr/oN COR CONNECT/oN To CIrJ' /lo leolI' SY.5rEllf #P7072 CO1d MINICArION 1 /IRES 11RF W411R�D Brr41hTN AND r11E N, --al COIVTROGGERS• AGL 40101#41NICAr10N CABLE 51aALL ,-" INSrALLED CONDUIT a/lry PULL BoxF5 ArNo I#oRE Tl-1AN 200` APART M c I;OD_ — } } I } } } 1.0D } } SET 1 I } }} � - - IPAW54F 2 0 Li 1 f AREA 0 IHA GRADING WORK {SEE ENLARGED PLAN THIS SHE ET}€ PLAY FAIR DRIVE } KE T MA 16OF 7.1-207 INDEX SHEET NO. IR-- I OF 125 0 2 3 QROFESSIO,yq! o n �v��• QN E . @'y' c"G i� �, � 3 l3 r2. � �P•. 9e0 4. REGISTERED CIVU EN ! C 46515 * Exp. 6-30-13 CITY OF BAKERSFIELD `f'� 1501 TRUXTUN AVENUE qlF ��VI�- aQ� �F BAKERSFIELD, CA 93301 CAi-�F REVISIONS No. DATE DESCRIPTION ii SUBJECT SITE � STATE FARM SPORTS VILLAGE= Z -PHASE cKEE ROAD I I SEE ENLARGED PLAN ON SHEET /R7.2 SEE ENLARGED PLAN ON SHEET 1R1.2 I � PROPERTY LINE 0 NEW MAIN STORM DRAIN LINE cr- EXISiTN6 f0"0 IRRIGATION LINE Q FGOIf/ SENSOR /NSTHGG PER PER STORM DRAIN PLANS (VERIFY EXACT LOCA 770N) Q /y/ANUfACTURES REC01#/i9ENDATI0N5 NEW 10"0 !RRIGA AON EX/ST/NG SOCCER FIELDS i � 2" CONDU/T u//Ty FGOI�/ SENSOR BYPASS LINE � Q ( P I L4W/RE FOR CONN, FC Q�Q� g Qryb Z ro 1xl4x1c01x sysrEm EXISTING STORM DRAIN UNE N6 NEW 70" /l9ANUAG GATE 11,41, 11,F( OPEN) I GOIt/ t/OGTHGED/RECT BUR/AG SPORTS VILLAGE PHASE 7 p ( Y FAIR DR/VE Alf MR l/,9G1/EA&W - o Q 66g h POINT OF CONNECTION NEWS"X 8"X70" TEE NEIL/ 10" CLASS 200 RING T/TE 4i)eNMR-Arm �R� —_ AMC /RR/GAT/ON /i1A/N G/NE EXISTING 10'0 IRRIGATION LINE (VERIFY EXACT LOCATION) m NEW 8" /N14/N G/NE � RE�ifOTE CONTROL 144411jF(cOIi1IXON/GROUND) NEU/ 10" /i9ASTER 1/f1G114F/SENSOR W/SERI/�CE SflDDGE (NORIi'IAGGY 4405,0 J EXISTING PARK/NG LOT c c NORrl-1 N rs• TAFT HIGHWAY _ SCI-/E/y1A?7C FDR /RR/GAT/ON SySTE/y1 PNHSE // PO/NT OF CONNECT/OSI! FOR NEI/ 10" By PASS OFF OF EX/STING P105T 1 /RR/GAT/ON 5Y5rFl# IRRIGATION BYPASS Lu'CATION PLANA' SCALE: 7 "=300' CO FORMEQ SET 7.1-207 IRRIGA TION BYPASS L OCA TION PLAN CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Namerpon3—)0-2012 FINAL n: oN STATE FARM SPORTS VILLAGE —PHASE 2 SHEET N0. Job No.: P2K219 Engineer: DH Dote: 3/15/2012 Checked By. GNB. 9001 ASHE ROAD !R-1. 7 OF 125 0 1 2 3 co L6 0 N c� :3 C n z 0 0 N c - Qi cf) 0 c - n I (D U) L 0 Q- V) z Ld 0 Z E wLd Z 0 94' A IAI /-////// 54114/0 PVC 40AWMIr & NhWPFe9 COININUNIC.1 WN 411RF INI-,712 // COMPOr 40W1104r1q49,F1X1q5r,FR 11Wl1,F1WRF ------------ (PIR-c-crgl1m9G) M414110" XY-PW5511fRIN UNC" (.pininer,evmwo ,F,V15r1Na 10" 101,91N UMF W RSI-NIqIN IN P1,1,74F , F, V15 rINa 6v AN/ q1N I. IN, F ro R,FllfglN IN P494F 41N,F 51ZIF fivp pU1a5 A N, F14 / F4 0A/ 5, FN50R(2-) I ■ . . . . . . . . . . / t IM 10" 1XI q1N NM 1011.Y.1011 10/°rff 1WW10-'1 1#,#IN /t/1W 7011" glirIF 1491.14F IN leox NiW io#x io& lo# r,6F 101-'10,#f rFR M 11F Wlr-e 1011)q0W.fhN'50R `W11 Mr,#U, M641 /0" r.4 -T IN5 r/ W. 1, Nh W 10" CONN, FC AON r,o,FX15r1N45 70'/ XWIN Mrlftl, NhW 10// W ON, FYlf Ma .10'/ INKIN 5.rN50R AIIRF a NEW It AXWIN wm FR r TO BE F 4,' & fi, ow EX/STING TYP/CA s1,p,Fw,wK aRmF,# r 4,5,pra&E Mew U�NNECT/ON �cO-R PNASE 7 Aft 11ARIM2 k f4l,4W e& IMIAl 1#al1#7 o we n /N #6 10- /0,95ro ilm I/--- "m(aosa) 10" 74-0SENSOR"rl MW e7 ANKIAl 1#4Q1#2 AMR1#5 i JAC It INSr,41,4 AA11hrWlIJ 041 5,rN50R 411R,,�' /t/ 5sellPlC01'1A9j11r r,41.4 NF4V IRRIaW r1oN CLOCKS IN5 4F AND r rMW COW/N FX AM:5 � q WN C4 04 IRRX 5 W r1oN CON rR01, CLOCK P MMI 4F AND f mxw� mm� 0 mwm soon= Bloom= ammum mono= mono= wommum NOR== mommom M e IMIN I� �t pw mer Fxl5rlNa Im5na, ml, nza v AFN5oR Rnw I COWNWIRW 1411R,,�5' I MR FXIf rlNi: ARX 9? 7 rION CON Cl, 4 C A 9 AND e FX15rlNG Ail rF M114 I -- ------ 4 el -1/ 4 N4alPO/Nr ormNNhier r6 R P/-/? qfj F IRRX 9.4 WN or rllr w �� --4 FX15 rlNG AN. 0 M F141 IRR14: r1oN 51.5"r, FIR A5 AA' ZIIR469 AND Af PIRFCM.P SY 4171YFMAM5R, PI -05A F 7 ? qN.0 2 ARM # rION ANKIN 41NF 5Y5MIN (004IN OF F1,014154N50R) 5Aw i, ej F pRj F55i IR, r r, r5"r/9r10 ,51 -------- 4 2-'1' 1-101IR5 NON 5rOP UWK AVT- ---------- f 4 rx io ImIN A;I �`IXWIN m L sommum Room MEW ARNMIONAKIN 2 MRN Orf - 9005rrR PVXP,4NP PRf1NFX15r1N49 MKIN 4IMF o, 1.557 N$r,441- NFWff005rFR PVNP 0NFV15r1N& PVNP SKIP PFR 5A'hFr IR -,1777,M0,40" #2, Dr mo Repir ANP 5WRRONUF AV1rAlFX15r1No9 1RR1,0,lr1oN PR0k9RRX5,f5 RMVIR,60 SrRffrfNrFRfN4f ,F,V15r1Na,WR5r,FR 044 W rO RFRKIN 1NP4R4,F('0,8FN,) *--pw me niu, al5rlmG 11#pRot1h1rvirNrs- -P W ltlFRIP011ilrO,4'COIVNFC770,41 A NOrZ, pRo r, Fe r, Fxlf r1m g 95 n FR i Im, t /, F tiNpcz, a s, m5oR IN pi, / ic, r fr 1,0141 VO4 r,#ar 10WfMR 41.14 Mf All&' W &I HIN FX I#tf5rFR Wl. 14F AM5OR AIRF 9516-25P r® ,61#41N olt�000 N- r -.f Wma I cli P, Al va, rMU AlPFAMPFAIr 40111MOI, OrAl-Mf4F / AM4 Or)01-05F2 IA15r,41,1. MW 101'A#1A1 UMF SIP155- - - KhFIP 4FX,7011 10,41AI 4//r/-/ RW IAIA4,44h� pRo n re r #i, 1 4 Fx15 rm la IRRIaw r1oli / coli / mm � vx r5 11v Piwc, F rAm I w AM�WW AAAWWWW AM. F F, "/ .,l 00 A Ito R'Fr oo Pfll ar Ap 'A RE OESS/o E. Lool Z' rn REGISTERED CIVIL ENVEER u -j ry C 46515 Exp.6-30-13 CITY OF BAKERS FIELD C/vl\, 1501 TRUX TUN AVENUE BAKERSFIELD., CA 93301 OF CA0 REVISIONS No. DA TE DESCRIPTION REVISE LEGEND, N07ES 3/30 2 PER ADOENDUM NO. 2 . & PIPING LINETYPES 591��M* RtICK Or51WW,41,K NEW MAIN STORM DRAIN LINE PER STORM DRAIN PLANS NEW 1000 IRRIGA 77ON BYPASS LINE EXIS77N6 STORM DRAIN LINE Cp cp s RM .SPORTS PHASE2 ..................... 'R ............ . ........ ?' EXISTING 1000 IRRIGATION LINE (VERIFY EXACT LOCA 770N) EXISTING SOCCER FIELDS 1W 5AAF AN ®G,®�G. Q N uJiMly KEY MAP r Ijlplllllllj�]I�� 1� 1;' u =11", #if Will STATE FARM SPORTS VILLAGE PHASE 2 9001 ASHE ROAD a 7.1-207 0 1 SHEET NO. IR --1.2 OF 126 N N ry w CL z Q 0 m 0 LLJ0 I I z <L n Q z_ Lam. N O O C Q tU Q d U C 0 r i3 N n I 0 a U) i z w N c -- O N r -- O 0 z w w z 3 z Lu 0 APO CITY OF BA KERSFI EL D 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 QRpF ESS IONS E . B� F �Gi c.D ry C 46515 * Exp. 6-30-13 ��9TF Fi CA1- P REVISIONS � No. DATE I DESCRIPTION 171 // 271 / / 371 / / 471 , RA/NBIRD AVS - BG02 (50 ARM,)- (2) PER ri 2 �2 v 24' RA/NBIRD SET RAD(L/EAD TO ,�lEAD� AND RRC /N FIELD AS REQU/RED AND A51)1RECTED Ey C/Ty ENGINEER ;so\ # 90 70' RA/NSIRO 8005 - PC - 55 - NP - 5,q/17 - AV NOZ 772 AW 780 70' RAINBIRD 800 - PC - 55 - NP - 5A/j? - #22 NOZ 25.2 GPIV ClJ 360 70' RAINBIRD 800 - PC - 55 - NP - 5,#117 - #20 NOZ 27 GPIN AU REPAIRED AS REQUIRED• Lid IRRIGATION CONTROL CG0CK5(7� CONTROLLER T- U/r-B&2415.5/RB91#71900/KCP C5,#-52/RCP 07060 RB 19.51200/R8911780206/RB9 /1180205/ RB 1 wio5/I/1,v 4,70-700 70" 11m5rER UAG or NOR1yJAGGy CG05E0 allrll2el DOLT 5mrwlD IRRIGATION CONTROL C1,OCKS(7j CONTROLLER /1/77900/KCP G5,1-52/RCP 01060 /RR/GATION CONTROL C1,OCK5(.j C0NTR000ER "F" 11/T-BB-2,f55/RB9 /1777900/KCP G5.4-52/RCP 07060 NOrE EXTEND EXISTING PE -89 COMI17UN/4AT/ AI CABLE FROIN EXISTING A, B ANA C CONTROL CLOCKS TO NEIU CONTROLLERS 'D'; "E" AND "F" AS REQUIRED 8" ANP 70" FLANGED Al rCO-NORCA DUCTILE IRON RESIGIENr GfIED(5;"NRS GATE VALUES 2006f1PM OR APPROVED EQUAG(/NAGE TyPICAG) 1nA5rER 14.11- Ej BERII7AD AM- t/10 ,{70-700 /I IMCIIANICAG POINT ACCESSRy KIr/SERI//UE SADDLE FLOR/ SENSOR RAIN BIRD RB91I780105 Allry B0r1l /TE105 INSTALLED IN A RAIN BIRD UB SERIES VAGUE BOX 100M # UB ,MOP -dl 1UMP8O BOX Or# 1,0CK(RECLAI117E dt/ATER 7" RE1#0TE CONTROL 091,11E5 SNAGG BE RAIN BIRD IXOPrL #700PE59-R AlIr/I PR5 7--1/2" RE/170TE CONTROL VALUES SIIALG BE RAIN B/RD /190DEL #750PESB-R Gcl/T,y PRS 2" REI17OrE CONTROL UAG1/E5 5NA41, BE RAIN BIRD INOM #200PE5B-R 41MI PRS 3" RE100TE CONTROL VALUES SHAG/, BE RAIN BIRD 1#00E4 #30020PE5 4//r# PRS N -cal 8" IRRIGATION AKIN GINE CLASS 200 RING T/TE TILL PURPLE PIPE" 2-0/0" 1 IRRIGAn0N LATERAL GINE5 51IA44 BE 5CIl 4(0 PUC "944 PURPLE P/PE" SIZE VARIER -r TJob No.: P2K219PUBLIC WORKS DEPARTMENT IRRIGA TION PLAN AT NORTHWEST CORNER OF PHA S E2 S/TE Re Name.- 10-2012 f'INAL ♦. - J11 512 012' n: D. HOGGA TT En gin eer. DH Checked By.• KEY MA -P N I R 2 �,V� " `,AV jjQliff r s /► k r u * � re fn 44 4 � � Y �' tiY d �fi _✓ � ' Ste' �'.. J' STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEE T NO. IR --2 OF 125 0 1 2 3 5' RA/NBIRD I 7812-5,,?1#-PR5 5' - A,, Q 8' RAA I RRO 1812-SHli1 PRS 8'- F,Ll, Q, !/ 70` RAINB/RO 7812-540-PR5 10'- F, N, Q, U �Q 12RA/NBIRP 7812-SN10-PR572'- F, R,, Q, V , RA/NBIRD AVS - BG02 (50 ARM,)- (2) PER ri 2 �2 v 24' RA/NBIRD SET RAD(L/EAD TO ,�lEAD� AND RRC /N FIELD AS REQU/RED AND A51)1RECTED Ey C/Ty ENGINEER ;so\ # 90 70' RA/NSIRO 8005 - PC - 55 - NP - 5,q/17 - AV NOZ 772 AW 780 70' RAINBIRD 800 - PC - 55 - NP - 5A/j? - #22 NOZ 25.2 GPIV ClJ 360 70' RAINBIRD 800 - PC - 55 - NP - 5,#117 - #20 NOZ 27 GPIN AU REPAIRED AS REQUIRED• Lid IRRIGATION CONTROL CG0CK5(7� CONTROLLER T- U/r-B&2415.5/RB91#71900/KCP C5,#-52/RCP 07060 RB 19.51200/R8911780206/RB9 /1180205/ RB 1 wio5/I/1,v 4,70-700 70" 11m5rER UAG or NOR1yJAGGy CG05E0 allrll2el DOLT 5mrwlD IRRIGATION CONTROL C1,OCKS(7j CONTROLLER /1/77900/KCP G5,1-52/RCP 01060 /RR/GATION CONTROL C1,OCK5(.j C0NTR000ER "F" 11/T-BB-2,f55/RB9 /1777900/KCP G5.4-52/RCP 07060 NOrE EXTEND EXISTING PE -89 COMI17UN/4AT/ AI CABLE FROIN EXISTING A, B ANA C CONTROL CLOCKS TO NEIU CONTROLLERS 'D'; "E" AND "F" AS REQUIRED 8" ANP 70" FLANGED Al rCO-NORCA DUCTILE IRON RESIGIENr GfIED(5;"NRS GATE VALUES 2006f1PM OR APPROVED EQUAG(/NAGE TyPICAG) 1nA5rER 14.11- Ej BERII7AD AM- t/10 ,{70-700 /I IMCIIANICAG POINT ACCESSRy KIr/SERI//UE SADDLE FLOR/ SENSOR RAIN BIRD RB91I780105 Allry B0r1l /TE105 INSTALLED IN A RAIN BIRD UB SERIES VAGUE BOX 100M # UB ,MOP -dl 1UMP8O BOX Or# 1,0CK(RECLAI117E dt/ATER 7" RE1#0TE CONTROL 091,11E5 SNAGG BE RAIN BIRD IXOPrL #700PE59-R AlIr/I PR5 7--1/2" RE/170TE CONTROL VALUES SIIALG BE RAIN B/RD /190DEL #750PESB-R Gcl/T,y PRS 2" REI17OrE CONTROL UAG1/E5 5NA41, BE RAIN BIRD INOM #200PE5B-R 41MI PRS 3" RE100TE CONTROL VALUES SHAG/, BE RAIN BIRD 1#00E4 #30020PE5 4//r# PRS N -cal 8" IRRIGATION AKIN GINE CLASS 200 RING T/TE TILL PURPLE PIPE" 2-0/0" 1 IRRIGAn0N LATERAL GINE5 51IA44 BE 5CIl 4(0 PUC "944 PURPLE P/PE" SIZE VARIER -r TJob No.: P2K219PUBLIC WORKS DEPARTMENT IRRIGA TION PLAN AT NORTHWEST CORNER OF PHA S E2 S/TE Re Name.- 10-2012 f'INAL ♦. - J11 512 012' n: D. HOGGA TT En gin eer. DH Checked By.• KEY MA -P N I R 2 �,V� " `,AV jjQliff r s /► k r u * � re fn 44 4 � � Y �' tiY d �fi _✓ � ' Ste' �'.. J' STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEE T NO. IR --2 OF 125 0 1 2 3 F_ �t 0 O O co F_ d Cwt 1I„•S.HAV-M7•X F�f07,l,JJ P.3P. /w14"*w.vA1 v Nem IV/iv CAH kV2-S4p•ORYR/72f 6 RSOiS' •97 NM e — j —'' AIR rtIRCL&'EASTOFEMIR • i 11/2 SYS' A RK/NG Gar P0R/N6 for iiAN 4_0 IRRIe I r10N A F9, P5 4 1 W4 FN- A I } } } } } vn 1„ 119'7 Q A V •• j l -1/5r'• GAw ��. RA/NB/RD Rtt/S - 8G02 (-50 Gl'/Xj- (2J f'ER TRE Q �, 31119„ 00 } I t } �lul��il�r�i!•C'"�J CN ��lil�tl•14�ff/�� 11 �N�.l�tifL�7f iit41��1�1. 'l! I } } I t } to INw " l/2" 1/2" } } } } t o i } } AGG OF EXASTING IRRIGATION S falffg S1/AGG BE PROTECTED Al PLACE' ANA REAAARED AS REQUIRED• } t I I + Allla - } } t t t } } I 1/.�2si } } 1 } N PfRlf, vq 4or „ k } } MAI + t I I I 0 I ! } 8" AND 10" FLANGED /i9ATc0-NORCA D41C?IW IRON RES/GAG'NrA40aFNR5 GATE !/AGUES 20011PM I 04f ". i lwsrw IIAGUE(E) BER/NAD Imp, I11991910100 LtI//f9EcAxN/CAG JOINrACCESSRy KIr15ER1m1,F SADDLE N KIP,Ell VAGUE' BOX r1XODE4 # 110-JINSP-11 JUTAAW BOX A/!TH DOCK REGGA/Ii9E AmrER i 1" RElf om cONrROG UAGUES SHAGG Br RAIN BIRD lmom,G #lOOAESB R 14/1511 PRS r ii 2" R_--1#49rr CONTROL VALUES SHALL BE RAIN BIRD IfXODEG #200PESB-R Al!f } I 3" REA905E CONTROL !/AGUES 511AGL BE RAIN BIRD If9ODE4 *3008AE5 A//r1l PRS 1 NEA/ 8" 111R/GA17ON INKIN GINE CLASS 200 RING r7rE 'WGG AURAGE PIAS' 0-0/0" 1,12 � � ii PARX/N6 14 rp,~,41 A —'' „ ENA P rERS EA5r • i 11/2 SYS' A RK/NG Gar N iiAN 4_0 IRRIe I r10N A F9, P5 4 1 W4 FN- A I } } } } } vn 1„ 119'7 Q A V „/2,,,„ } } ��. RA/NB/RD Rtt/S - 8G02 (-50 Gl'/Xj- (2J f'ER TRE i t �, tiWl� �►, ,,, ; AOR r rlap rt#p5 } I t } �lul��il�r�i!•C'"�J CN ��lil�tl•14�ff/�� 11 �N�.l�tifL�7f iit41��1�1. 'l! I } } I t } 90 70' RAINB/RD 800 -AC - 55 - NA - 5,410 - #16 NOz 172 GPm INw �,1�•1�1✓ } } } } i } } AGG OF EXASTING IRRIGATION S falffg S1/AGG BE PROTECTED Al PLACE' ANA REAAARED AS REQUIRED• } t I I + Allla IRRIGATION CONTROL CLOCK (1) CONTROLLER ''D" IIIAW-2415S/R3919171900/K4P C5-521RCP 07060 RB Iif51200/f } } t t t } } I 100206/RB9 /!9802051 RB *010511110 vo-10010" IhASrm VAGUE NOR1f9A1.G,Y CLOSER 14/Ir#2# UOGT 50GENOAD } } 1 } PfRlf, vq 4or k } } NOTE E.YrFNP EXISTING AC-" COIf9If 41NICAr/0N CABGG• AR0119 al$17NG A, SAW C CONM01- CLOCKS + t I I I TO N.6141 CONTROGGERO "13';'E'' AND 'iG'' AS REQU/RED I ! } 8" AND 10" FLANGED /i9ATc0-NORCA D41C?IW IRON RES/GAG'NrA40aFNR5 GATE !/AGUES 20011PM I ". } lwsrw IIAGUE(E) BER/NAD Imp, I11991910100 LtI//f9EcAxN/CAG JOINrACCESSRy KIr15ER1m1,F SADDLE (40141 SENSOR RA/N B/RD RAY IAW0705 Allrll BOr,.1 Irfl#f INSTALLED IN A RAIN BARD (/B SER/EO VAGUE' BOX r1XODE4 # 110-JINSP-11 JUTAAW BOX A/!TH DOCK REGGA/Ii9E AmrER i 1" RElf om cONrROG UAGUES SHAGG Br RAIN BIRD lmom,G #lOOAESB R 14/1511 PRS r 2" R_--1#49rr CONTROL VALUES SHALL BE RAIN BIRD IfXODEG #200PESB-R Al!f } I 3" REA905E CONTROL !/AGUES 511AGL BE RAIN BIRD If9ODE4 *3008AE5 A//r1l PRS 1 NEA/ 8" 111R/GA17ON INKIN GINE CLASS 200 RING r7rE 'WGG AURAGE PIAS' 0-0/0" A1014 w , • , ^r 41911W W,' A —'' „ ENA P rERS EA5r i 11/2 SYS' A RK/NG Gar N iiAN 4_0 IRRIe I r10N A F9, P5 4 1 W4 FN- A I } } } } } vn 1„ 119'7 Q r i GP/l1 V „/2,,,„ } } mRA Ns Jnr _ ____ ;■;��/��''fltNryry�� lif � �R�� Ytillt ��—If Nit Nit 1� •r-- 1111 0 z it W LdJone( i r z m ur"n 0 ii W a a s SEE GENERAL /RR/GAT/ON NOTE ON SHEET /R —7 -McKEE ROAD e. —1/2'° -1/2"< 211 2J. AN 311 2` 2-71211 l .2-71211 -•. r ......_ ..e..— ...,... .....�. ._.... .....— H . ®G/ AmI.ri..X...... ::....11:.11.............:.......,.r.:....,....1....::w.�:,.H.",,.' .,�/.J.=.:.`../.w...,f,:�.v.,.....:. ::.::..:.::.:.:.:.:.,.:....,...:. .......::.:.......:.: :.:. :::r®.,.., :. •......,2.�/,�,•.8/!,Xp/•.•/!!/' S:Dl,�J.,.K.� U�,..•�.!T��r�K®•,7X�/q.•�>F'#�zY,�• /•/: HU .. ...xT.� UR., .E..,....8.J,7�.+,.7I'yLJu.�.�(J.��R}�•l..j,D'•.'•'}r./bS/D�7..v�1.IAL'w.. K2' 4 36 2" i2" 3 Y,..,,•,. . ..... r,n�,....,.. ,.. n�... ,�.h.,.0, ,.��.�.v..'®.,,.1.,...�e:,.2.u..:'.®.:.Nn.'",a. Vvd.n_? ...vK.,........ ...,.,....:1.................,.11.11„.,,......,..:.,.nl. n—:..1..fn, ,.�.f.:, J,/ .::.v,.n,,x�!.,:•n 3n..,r.. JG #/ A 1932 MIAPAI /G 3119 .......... 31#' t%712 2e 2/r 1/2 2/2 31/ ®` v I�IIIII S48 6 / 2-,112 %"I�ItIIII 11111/ N/> +} , 1 /2 6 mFsr ®r -fi I1I e2 / n~• I 4 2 1/2 ! 1 2 162 ®o 3 / 3; o!'' 11 •19 1-7/ ' H I ,3 ” 162; r® ® JN /® # ✓i /r # 5 I H t t t i I 1 1 ! } t --_________________ ! } i } I i } } t i } } } t } { } } } } } i } S } } 1 } } t i S i 6 } } i 7-112 11/ 7-712 1 j # € f 3/19' I zol 3/11° H s I 4 I I } H # I I I 1/2" H 2" f I } 2 1/2 H I f( I - H 7 1- 1/2 �x:..r/� # s 1-rrr" , x�.,. ,1/.2 1 I 11 H I „ r 11/2/ 62 11/21 N lr04� 3 I °Q 2 . �. } v H GPM 2rr " #' " I € I .v I } 311 � .. 1111 's, f / > � y13 ol 1-1/z 113 1/ I 33 .2-1/.2 <� Fr :5 21/2 11 `" 162 # 111/21'' H I 3 ,�" 162 2r/ :-' r,�r 2 Nr-`" , I rrr 1-1/2 7-7/// 51111 1.1/,2 7-714, I I I } 11211 ,,' H I 1,044 F 'r RRIaW WN 01914/N 1,1Nj '" + I 00 lUT.5+rA(INGF POINT Or✓�4144, F 112 1 H + I S 32 S 311,>� 3/11., H I 3„ 162 7 %/ } H Ari ,�' .�. 3 �'� 3/ H G 1„ :�' 1" ,-1/'" r-1/2" r�r/�°' 1•r/" r// # k ,y H 3 2r/ 11/2" 1-1/4 ,> r" 2/r 4'4�. ,E` 13 3"" 162 t } H r/ .3 1542a e/ H f 41 ,ao H 1111 �. ^f « 2 7/2 # w/ e I s I +13'111. / �/NF 26° W,F,�r �t 5-01'2I 2-112 2-112 c\1 v2" 7- w,V 1111 H I 2 `r,.., -......M.... 1—r/ ,............,...,.........,..a.. �.. ,..,.,...,..,..,....,,,... ,, 2 ; ,' < I 1 7 11/4 s 3$ ( } 2// H I + # K 11 } V. 1/2" H I e/ dd # s i ` dd H 31 11/4 11/2 # # 1/ 17/,2 t IH .., ...,..,.M..,.N�.n.,.nrr.r.�....r.,.,...K.r..r.�r....rrK..,..�....,n...r,..:.. ,:.H,�,.,.k, n M� vN.n.. : r .......................:.:.:..k.r..�.,....n.......,rn:..,rrr.,.,�.,�r�v::,:.,...r,...,,.k.N.k..�,..r.......V.�.. �.�..K,..,..,..,.._::.....:...:.....,n...,r<..,.....K,..:.,,,�.K:�...,..kkn..,K�.",:,..k..vr�,.,......H.�,.,N...,N,....kM,...�.�H�.,.�...rr .., as:, I E I ' _ _..___ ._ I 3„ # cgs UAty I AIN } 1 ' 11 3/11" rrr®® _._.. _......._ .,` .�. _._. _._.._._. _......,._ ._._ _... _.._. � ._._ ____ ..._.._ _.._....._ ____ _._....._ � _.._. _......_..._.._. _._ _..._ ._._.._._ _ .__,_ __._ ._. _._ ._. � � _._.._._. _...._..._._. ___.._.,.._._ .__....._ _..,._ _._.._ ._._...._ _.._ ._...._._ _._...._...._ ..._....� _........_. _.._ _.._ ._......._ ..__ ._._ ._....._._....._ ._._ _._. I t I } H //IRRIGA TION PLAN MATCH LINE TO SHEEI-mv =0 TOP + 4RnfEss�o9 04 a REGI TERED CI V/ EN /NEER C 4651 Exp. 6--30--13 CITY OF BA KERSF I EL D .q�, C ! V 1 1501 TRUX TUN AVENUE �. CAL.`�fl`� BAKERSFIELD, CA 9,3301 REVISIONS No. DA TE DESCRIP TION T --- 1 / 1 1 i ! } I I I + } IRRIe I r10N A F9, P5 4 1 W4 FN- A I } } } } } vn 5' RAINS/RD 1872 SAW -PRS 5' - #,,9 I I } }8' 1 i T RA/NBIRD 1812-SAR-PR58= F, Q, U I7 lo' RNNM 1a12-5AW-PR5lo- FAtQ v } } 12' RAINS/RD 7812 SAM -PRS 72'- fh; Q, U RA/NB/RD Rtt/S - 8G02 (-50 Gl'/Xj- (2J f'ER TRE i t 2 2 2 211' RAINSIRD 1812 - OA/if -PRS - Rl7 - R21f F,h; Q AOR r rlap rt#p5 } I t } 5E5RAD(11EAD r011EAD) AND RRC IN fAEGD AS REQU/RED AND AS D/RECTED 8y CATy ENGINEER # I } } I t } 90 70' RAINB/RD 800 -AC - 55 - NA - 5,410 - #16 NOz 172 GPm i } I i t 1 180 70' RA/NBARD 800 - AC - SS - NP - S"AIN - #22 NOe 252 GPO Q7 RAINS/RD 800 - PC - SS - NP - 5411? - #20 NOZ 27 GPI! } } } } .7,60170', } AGG OF EXASTING IRRIGATION S falffg S1/AGG BE PROTECTED Al PLACE' ANA REAAARED AS REQUIRED• } t I I + Allla IRRIGATION CONTROL CLOCK (1) CONTROLLER ''D" IIIAW-2415S/R3919171900/K4P C5-521RCP 07060 RB Iif51200/f } } t t t } } I 100206/RB9 /!9802051 RB *010511110 vo-10010" IhASrm VAGUE NOR1f9A1.G,Y CLOSER 14/Ir#2# UOGT 50GENOAD } } 1 } IRR/GW70N CONTROL c40CKS(7) CON7ROGGER 'E''' t/ rnew-211ssm9 Iff719001XCP CSA 521RCP 01060 ARM,#PON CONTROL 44OCK5(1) COAIM0440 "f'''' ill--0-2115S1RB9 /197190011MP CSA 521RCP 01060 } } NOTE E.YrFNP EXISTING AC-" COIf9If 41NICAr/0N CABGG• AR0119 al$17NG A, SAW C CONM01- CLOCKS + t I I I TO N.6141 CONTROGGERO "13';'E'' AND 'iG'' AS REQU/RED I ! } 8" AND 10" FLANGED /i9ATc0-NORCA D41C?IW IRON RES/GAG'NrA40aFNR5 GATE !/AGUES 20011PM I 0R AAAR0110 EQUAG()9AGE IYA/CAG) } lwsrw IIAGUE(E) BER/NAD Imp, I11991910100 LtI//f9EcAxN/CAG JOINrACCESSRy KIr15ER1m1,F SADDLE (40141 SENSOR RA/N B/RD RAY IAW0705 Allrll BOr,.1 Irfl#f INSTALLED IN A RAIN BARD (/B SER/EO VAGUE' BOX r1XODE4 # 110-JINSP-11 JUTAAW BOX A/!TH DOCK REGGA/Ii9E AmrER i 1" RElf om cONrROG UAGUES SHAGG Br RAIN BIRD lmom,G #lOOAESB R 14/1511 PRS I-112" REIX0;T C0NSROG BE RA/N BIRD 100E4 #150P08 -R AIIAI ARS 2" R_--1#49rr CONTROL VALUES SHALL BE RAIN BIRD IfXODEG #200PESB-R Al!f } I 3" REA905E CONTROL !/AGUES 511AGL BE RAIN BIRD If9ODE4 *3008AE5 A//r1l PRS 1 NEA/ 8" 111R/GA17ON INKIN GINE CLASS 200 RING r7rE 'WGG AURAGE PIAS' 0-0/0" IRRIGATION GArERAG GlNES SXRGG BE SW 1/0 All Wt Pllll P/AP S/ZE 11KR/E5 i 0 SCAE i•aso� L rj A I A FA 710-1; &A, FT 1-m-9 p 14 ULM pi I - l i r 'a � •-' C/7Y OF —BAKERSFIELD,Job No.: P2K219!Engineer: DH CALIFORNIA PUBLIC WORKS DEPARTMENT 9001 ASHE ROAD Date: • AREA OF WOREJ (SEE ENLARGED PLAN THIS SHEET) PHASE 1 PLAY FAIR DRIVE 7.1-207 SHEET NO. IR-- 3 OF 125 0 1 2 3 I -- Q O O r') 52 IM O c� Q 00 1.6 L0 6i 0 N c - C Z d n Q L% 0 0 i 0 N �3 V Z3 t: N U) U n I 0 V) I z I 0 FyZ W W Z 0 Z W I t� J �Am`A M1111111 MPI • • '5 f; /9rAEN�UAALL/rr® III� -33rr1/Ta5.7"F AMNrAL 11/ ,112 1/2N €/ T �?-' / 184 I i , �».,,,.,,n,,,,,n,.»,J..nJ,,,,..,,,,.»»,,,,,,,,»,,,,,,,,»n,,,.,,,,.,,,J,,,»JJ,J,»»J„»,»,J,»J,»,.J.:•,„w.J»,»»,,,.nJ»»»,JJJ,,,,,.»...JJ.,.w„wJ,,,,JJ,.J»,,,,,,.,,,J„,J,J„»,,,J,,,,»,,,,,,J,AJ,,,„a. i z „,,, •, ,» u, � • •,,, „ ' >,n »,»»J»»»n„u»u,u,,,,,u„i •,,,uu,uJUJ+,uJunu,,,u„ ,NJUJJ»u+.•,,.•»J•+.,,w,J�N.•»J+Juuun,,J,un„nuJJ»uu,uJ,»,uNNu,Nuuuu,.wuuuuuuNJ»»,Niu.•uuu.V •, uu,J„AVJUJJai,,,,un uunJ,uuJ»Muu 7 i / i,/•�+'' /p•''' /�/p}��”, ,J ,//.,.»JJJ,n, /a/”»►,,, »,,, ,JI„n,J,,,nJ»J,�,�Jj»�p,�J', „J»JJ,J....J,/np�,+»'', J„nJ.,,,,n,J„J„J„»,,,JJ,,, ,,,J, „n 1.91 „n, nJJJ ..... 7/2' J.............. .,,.....:..................<.,...<..,<..<..,....,............,....<,........<,.F..,<....,.,,..........<.......... ..<.....—,.,. T -Tv T IIIIIIIIIIIIIIIIU!!�� 1��111��11� � �i'!!I �Q�'I. i i i i �Am`A M1111111 MPI • • '5 f; /9rAEN�UAALL/rr® III� -33rr1/Ta5.7"F AMNrAL 11/ ,112 1/2N €/ T �?-' / 184 I i , �».,,,.,,n,,,,,n,.»,J..nJ,,,,..,,,,.»»,,,,,,,,»,,,,,,,,»n,,,.,,,,.,,,J,,,»JJ,J,»»J„»,»,J,»J,»,.J.:•,„w.J»,»»,,,.nJ»»»,JJJ,,,,,.»...JJ.,.w„wJ,,,,JJ,.J»,,,,,,.,,,J„,J,J„»,,,J,,,,»,,,,,,J,AJ,,,„a. i z „,,, •, ,» u, � • •,,, „ ' >,n »,»»J»»»n„u»u,u,,,,,u„i •,,,uu,uJUJ+,uJunu,,,u„ ,NJUJJ»u+.•,,.•»J•+.,,w,J�N.•»J+Juuun,,J,un„nuJJ»uu,uJ,»,uNNu,Nuuuu,.wuuuuuuNJ»»,Niu.•uuu.V •, uu,J„AVJUJJai,,,,un uunJ,uuJ»Muu 7 i / i,/•�+'' /p•''' /�/p}��”, ,J ,//.,.»JJJ,n, /a/”»►,,, »,,, ,JI„n,J,,,nJ»J,�,�Jj»�p,�J', „J»JJ,J....J,/np�,+»'', J„nJ.,,,,n,J„J„J„»,,,JJ,,, ,,,J, „n 1.91 „n, nJJJ ..... 7/2' J.............. .,,.....:..................<.,...<..,<..<..,....,............,....<,........<,.F..,<....,.,,..........<.......... ..<.....—,.,. T -Tv T IIIIIIIIIIIIIIIIU!!�� 1��111��11� � �i'!!I �Q�'I. 1812 SA1*,f S 5' - *9 8' RKINB/RD 7V2SA1N--PRS 8- i;N,Q, ` ' 77— 10' RMAIMA AUM-SAIN-PR5 r0- 6*9, 11 gig 12' RAINBIRD x812 S,4/i�PRS 12 = fH Q, V RA/NBIRD j PER ?RE Rlr/S - 0402 (50 GP/l.)-(2 2 2#' RA/NB/RD 1812 - SAW - PRS - RV - R211 F,N,Q �0 1 MIN •��s�r. i ' r�wu,�w�:wrw�w,r..�.... 1 .rr.r�r ��) i 1• P pr • a�WINI i�. f i Z ♦ i 1! 1A��0 i I : E !/ i t 1 t 1” . V. 1/2' I , ,r2 12” I1 _ ' 1 11 t /!! I C`, 3'° ' t T 1/✓ � 3/rf � Sr t 3/rf V x RIGAT/ON LATERAL TO BE ABAlilPONEP IN f71TUR6 J • J :.................... ............::: -7, .. I t I! 11 i Xyf 10 1311 j I ha P 210 1 t s{ /w.�. PAU ww s 3 AllI 2„ 100•'AIX ......s►P. ,...... .. ....... ... ,...:.. ,., ... .. ,,..� . . ... . . .......:.. . . y :.... ,. n.. � .... ,. ,n. ,J ..,.. �,:.,..,.n,,.,.A..,........,,.:.�.,..:....v,,....,,:...,..:..,»,....,.:,.,,,.r.,.,..,,..A.,. r.,.,,:.,,.:,...,,..: 1/4r' '/ 1t � I � � rr 24.0 x v 4'T ' t I t r -rig` GPm ' • f /® l Tri T-Tri „r 13 , 1-1/2” 1112 �5.�, I I I s TREE E'AS'T 1-1/2 I (I V.11/2 ++ + +1+ PPARRE NEGASGOTT t it wn .: ::,::..,::.,.::.»:..»,..:.»...:..,U:.....,..,........::,..,..............:,:..,. 1 3 I 41 2„ �P/i1 .� ,�°® 000 a ( i 3/*/, 3 P lil wr 1 t t 1 t _ 2 GP119 1 1 3/5�” rr a { t 1 i PAR !NG GDT i s ( ® END P NRG Oil T 1” 1 t 1 t ra F V . \ / s 2®! /NSTAGG 2 2°' RCV AOR FUTURG 41f--- 1\4 %SE �/tt/ P ri END AGA ERS EAST i- I 1/2S/EP K1NG Gd 1/2” ° ( sNRU0-s TREES ANP GROUND COMM.) � r,............,,..,.,:,...,.,.a,......,..,,,,,..,,,.,:,..:,,........,.. ,....:..........:.... ,a:.... ,. , . ... ............ .. 1 i 211 00P%"T/" T10I i t fG/�r1 1/2" 1/P/r� I> $ e r 1/2' PAR /NS or 12< ux 1171 I 2-T/2/` ®' r „ 162 R, >K :....:. 3 2-112" 1 .� "rra r r rra Y (/C J , Ig ( 3 2a ,r.7n.:, 315.7" r " 1 ra rte• i I ,max 1 yr i 1 rrr 3/5{' I c'P/i? 162 r--� L 2 5 < `� GPM ( rr2 /® 7X21 -1 .7.721 112" 7/2" 1/7" 5�" 31.7{1 yr !Ora 1 D !® �\9 ee /® I I 112'7/ " 1 I F,ra> Fr,• i ! r 1/21r 2-1/2 \ ' N) --- , „ 1682 ®® , i rig 1 , .! 3 GPOOP .�-T/.2 i t r $ 2 31/4x' $ ® D 19 :...,..,:..,,,.,,.., rz-21 an r, „ 1 s I 1�f9 U7 • V • raze on IIE3t 1 LAWN /PEAsr 1 s . j� .� ,�-11211 !r °J GRRSS PRRT CIRCLE' 3". GP/i? I ,,, ^� � MAINS IP�Afr t t t ,,, ' I 2-1121 '" 1 i 1 i �" C 7 21y 108 11 r -rig, .70.30 31 It s` ®® // .. !/ !! I I ri 10.30 [Ell I I l 3/!f" GP/%T 11/2 T 1/z 1 I `. 1 0 1 1 112 GPS I I 1 11 PARK! GDr . J :,:..........,...,.......................................... .. 3/f i V • 3i5� I 3.r 162 it 1tAll -T/2' `<< 1 /' GP�1 Ira„ t K. 211 I �" % t t V �rIC14I1 II 211 s # I I uu It t tt t {{ tl It ' f ....... ..... .. � I 1712 � 11 1/a" 11 1 iN 1112' { rat err 1 MIZ1„ LAWNS PEASr ! RM 102' x � �• $ �, r 1r�'® , I � .. •J, 1030 � .< J rr 11/2' rig r 1/2 !® I ra GP/i1 2/r // A1�' A6v ® 1/2' .� SOUniI E D CANTERS .,.; 1 •� :.:. 1T/i" I C V. 12 8a t� Q rtFY. I �, GGCAT� A�?A//t/ IN, T' ,E,5T !! I 112" W 2-°1/e�'® -112 ' ,,2: j I T®E ®F, 5110,p� I r Lmcnm I mmmmms 31-1 <r± 31.71," a 1®® .21/.2" I I CD OG WIRES EAST I I 1 '1/2,� n 5. 220-200of 1 V. 11/2" I rarcwrzsrxavcacuxa s1-112 AM G; 1 5 f '1/ �" 1 I �,, I ( cONCESS/ON PCANrER NOR (I v ,rr rrr six• , r r .erw wv- rrr ,ix• A, T •T=�r�• ti t 120' !/! „ I 1 tr r tAWNS1RlPEAST t 8• /ytANUAL zzo•2or1 � s POINrOF CONNEcrl011ol10.30 GATE VAGV ( I I 2 IRRiGAriDN SYSTE/h cONNECr 2-T/ /e 1„ P/aASE ' SEE SCf1E1iPATIC AMMAIX TDP Sf1EErAN 2 561EEr 88 120'4.7 /! INST,9GG NE141 B" 1041N GINE 10' NORTH 3 s `,r 3„ Gj�/yJ r Gj-/y OFFXJSrING CONCRATE SlDEG/ALK 2„ 162 ® GANTERS(lr1ES?J RIVRIF 1" .. ,� ...,�.., GP/It 111 GP/1I 2 O ,.:nn ,,, , ... .,. , ...., ... .., .: , .,..., :. ,,, .. .... .. ,. .. .. ....v .,. .n. .. .»...v......:..........................w.n .,... .. .,..,:..,.... ,..... , n.,..,..., .,.. .. .: .,....,.,..v.• a.... ..:. w,.n ,,, , u.... .w.n..w . ,.,...,.»..,. .,...,...: ,, w� a:. ,. ,, ,,,..n..n,.,....,n n.J, ,® % f ...iliANur�� CONCESSION j ® `® : ,t ws PMNrERS(EAS) Ilk 10.30 �L s r >r �y z ` --r --� _ 2 WMIM FMA7ZRoU1X --_ — -- — _„ . _ -'.r�m�- 1oo..�aws- ., ,. '/' r/,Y 3�i' .?/ff' 1/i' ,1,Y'' AU Ls k , f t { s r P ' < ! c <. c ' , , G < ; c c <, , a` c .,` �r-..m.� ., . .. .... . -. . _. . _ ... r ..._ , '^ {' Y } i f _ ...� a .- - .... ...-. .e - I L e ' e" 6 y, a vIll .t c < • t n o' e i ..e ,e d• i 'e ¢ d , e' 1 I < . P t• • e e t e -..� ..,.... �,-... <f :td' t •ee. L.. •P, a <. ' �. e' •c et e < <•4 a •'�. e�'. L Lt. j e .'< �'< •'ee, e•' .d b. ,e' ,<. �, f .{ q t� x' •'< .,� , .7/4 ,;Y•• """', I i , a •a.� 'c e ' .•4y ,. c. .c a 'e r ,t X .e .. g, a <• a {. •cC e' a ;�'i• 'i u .. Is r • ,e 6 < e. a t, i r, e t < +. c t e•. e : 4 c' r <. 1 d NrR N RGA N N1R4 R RPASE2 t ,�• e' •<s 'e; 'pq ,e r Y i 1 •` /ry' , 'e` c •s• < 4 �• ,4' 'ed �; •N , 4 e e e a ', e ,• e JS LL EW/R/ 170 1,0 O WlESFO N 25'AIRF IN EX/S?7NG u"CONAU/T FROAi POlN7 "B" �• • 01/ INSM4 MFAI PMY h401W SENSOR AI RE F'RM /i%f1S?ER !/AGUE 40MMAI NSrAGG NE1rr mm-PIRE"CT BURIAL mlw FOR mgfrw i1m.ar'r Pf1ASE'2 ra PoiNr "A" f'Y/S17NG Y" 00111rIN Zi'/S17NG PU-4 BOX r v I I 1N .2" SCP P11C CONPOr rO ARIMAON COAll CLOCKS Vv AND 'D" �X ®� R�� INSTALL NACU I'll DJRECT BURIAL Jr11RE FOR 1i9A3rER VACUA'%!" ,ol7 , in�Nr � r0 NEW 410 SVIMON ARJ6A170N CONTROL all "A; "E" AND OP" MR Mllll2 I EX 10" IRR140M70N 111,9!1 GINE PULL ALL NEW RX -Mm &M"194 A'Al 91MN 4"a 1211R0A06XTFi➢ fR0/i1 PHASE 1 /RR/!aifMN C0N1R0G 411W OM RfA1 Iff XA1= UALUEllX MMS A5 R6QU/RED _ AOW I F�7 MOV S24 TO NEW/RR/BAfMNCONtROLCLGtRSD "E`AND{"/Atf/LEkX/SPJSY66!/1LD/NG Y-~ �oNN rRE�xarEeoNrRO Div a ,pra RR��N RIMAM 0O` K"�s� FEE d TING�4INTENANC ` G. I v=«=4 =..._ �.. �......______..®... _...._=====q..,......_. __®.. ,.______ 1====°____®__==®==a'="'=______®_______®__'°____"^_______________."®'________________°"________°"_____________________________________= cmmerRrm?rGONIRmmmESA-�'/TO1RR/Gwmv-6, mai P(NORI�PARXINGXOrj I_ �_ _j NGESI ® T G IM evsmsc ra wrrr�rl srwaeruaar e EXTEND EX/SMV Ar AIAX/COAI CO 06 CABLE ,Rp91EX/ffatKYLaVOGYr'dVk.PL BdYfgWtiJ"f0 'C 0 I A 00,00107NG /RR/GAMV ONMI C*K ' I y- 1 r0 NEW "D", "E"' ANA "f"` ImlonaN CO Ob CLCJCles 40mnav /0 T GODP ORPlIASA WV0NM1N G/NE fN� I k IRRIGA TION PLAN AT SOUTHWEST CORNER f%oo) or PHAS'E2 00,71"'IM" Allillill Bill File Name: DonJ— 10-2012 RNI 1 • tt II 1 :1� �► " t/ BY. ® Q�pF ESS 1ONq! fAi�— REGISTERED CINL ENGINEER C 46515 Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TWVTV N A /EY E q/Vl� V BAKERSFIELD, CA 93301 OF CALI REVISIONS No. DA TE DESCRIP TION 1 1 / /1 f / T Ij SET RAA(h/E,4A TO I'/EAAj ANA ARC /N F/EGA AS REQU/RRD ANJ) AS l�/RECT,E� BY C!?Y E'NGINEE'R G G r PROMMP E ANA RE AIREA A RE UREA - ALG O EX! T/N /RRI R?74N S S E1%1.5 SHALL BE PRD E TED AltN P P S F s Y Q NEIL/ IRRIGATION CONTROL CGOCK.S()CONTROLLER `D" UIT-BB-2#$S/R89 ri1T19001KCP CSA 52/RCP 01060 RB /1151200/RB9 IM02061R89 ,41802051 RB IN0105111IN #10-10010" 105TER VAGUE A10RINlo Y c4 os, W/rN2// VOLrsoGENolA 1RRIGRTION CONTROL etocKs(7) CONTROLLER 7' 10-00-20S1RS9 079001K4P CSA 52/'RCP 01060 lRR110,4770N CONTROL CGOCK5e7) M1V ROLLER `P 11MAW21155/R89 01-79001XCP C5,4-521RCP 01060 Ill aMA1A EXISTING PE -89 CO111/iIUN/CATION CABLE FRo/1I EX/.y?1NG .rt SAMA C CONM01, 4GD4K5 TO NEW CONTROLLERS T ,, V- ANA 'Ic- AS REQIMP 8" AND 10" FGANGEIJ /MMO-NORCA DUCTILE AON RESILIENT 410aE✓NRS GRTE 14, 91, 206 WPM 1w OR APPROVED A9411WAl TYMIl /i1A5TER UAGUE(E, j BER/i9AA /110,4• ///# #10-100 4111IECAANICAG 701NrACCESSRY KIr/SEROW SADDLE VALVE BOX /f1OAEL # 1/B-J/i1BP-N, UAW BOX Irl/TN LOCK RECGA1119E GIATER 1" A01004E CONTROL VRGUES 5HAL4 BE RAIN SIRP MiM #100PES8-R OM PRS 1-112" AF100TE CONTROL 11,41,1/ES AM,/. BE RAIN B/RA INOAEG #150AFSB-R I PRS 2" RE/i1OTE CONTROL 11AG1/ES 5XIRGG BE RAIN BIRD /i10AEG #200AY-NI 14111MARS 3" AFINOa CONTROL 11,44 M0 51,/,444 BE RAIN 8/RD 1t10AEG #3008PE5 Ill PRS NEW 8" /RR/GRT/ON A/ ?IN G/NE C4,ol200 RIM T/TE "ALG PMR., If 0-010" IRRIGATION LATERAL LINES f1,0U BE SCI" #0 PVC WU PURPLE P/PET' SIZE 1/AR/ES McKEE-ROAD m M t .I tv= all I AREA OF WORK THIS SHEET) PLAY FAIR DRIVE 5' RKINBIRA 1812 SA1*,f S 5' - *9 8' RKINB/RD 7V2SA1N--PRS 8- i;N,Q, ` ' 77— 10' RMAIMA AUM-SAIN-PR5 r0- 6*9, 11 12' RAINBIRD x812 S,4/i�PRS 12 = fH Q, V RA/NBIRD j PER ?RE Rlr/S - 0402 (50 GP/l.)-(2 2 2#' RA/NB/RD 1812 - SAW - PRS - RV - R211 F,N,Q T Ij SET RAA(h/E,4A TO I'/EAAj ANA ARC /N F/EGA AS REQU/RRD ANJ) AS l�/RECT,E� BY C!?Y E'NGINEE'R G G r PROMMP E ANA RE AIREA A RE UREA - ALG O EX! T/N /RRI R?74N S S E1%1.5 SHALL BE PRD E TED AltN P P S F s Y Q NEIL/ IRRIGATION CONTROL CGOCK.S()CONTROLLER `D" UIT-BB-2#$S/R89 ri1T19001KCP CSA 52/RCP 01060 RB /1151200/RB9 IM02061R89 ,41802051 RB IN0105111IN #10-10010" 105TER VAGUE A10RINlo Y c4 os, W/rN2// VOLrsoGENolA 1RRIGRTION CONTROL etocKs(7) CONTROLLER 7' 10-00-20S1RS9 079001K4P CSA 52/'RCP 01060 lRR110,4770N CONTROL CGOCK5e7) M1V ROLLER `P 11MAW21155/R89 01-79001XCP C5,4-521RCP 01060 Ill aMA1A EXISTING PE -89 CO111/iIUN/CATION CABLE FRo/1I EX/.y?1NG .rt SAMA C CONM01, 4GD4K5 TO NEW CONTROLLERS T ,, V- ANA 'Ic- AS REQIMP 8" AND 10" FGANGEIJ /MMO-NORCA DUCTILE AON RESILIENT 410aE✓NRS GRTE 14, 91, 206 WPM 1w OR APPROVED A9411WAl TYMIl /i1A5TER UAGUE(E, j BER/i9AA /110,4• ///# #10-100 4111IECAANICAG 701NrACCESSRY KIr/SEROW SADDLE VALVE BOX /f1OAEL # 1/B-J/i1BP-N, UAW BOX Irl/TN LOCK RECGA1119E GIATER 1" A01004E CONTROL VRGUES 5HAL4 BE RAIN SIRP MiM #100PES8-R OM PRS 1-112" AF100TE CONTROL 11,41,1/ES AM,/. BE RAIN B/RA INOAEG #150AFSB-R I PRS 2" RE/i1OTE CONTROL 11AG1/ES 5XIRGG BE RAIN BIRD /i10AEG #200AY-NI 14111MARS 3" AFINOa CONTROL 11,44 M0 51,/,444 BE RAIN 8/RD 1t10AEG #3008PE5 Ill PRS NEW 8" /RR/GRT/ON A/ ?IN G/NE C4,ol200 RIM T/TE "ALG PMR., If 0-010" IRRIGATION LATERAL LINES f1,0U BE SCI" #0 PVC WU PURPLE P/PET' SIZE 1/AR/ES McKEE-ROAD m M t .I tv= all I AREA OF WORK THIS SHEET) PLAY FAIR DRIVE N ry w r z Q 0 m 0 0 r lop ,� J. ,, WA r,,un-W40AM CITY OF BA KERSFI EL D 1501 TRUXTUN AVENUE BA KERSFI EL D, CA 9,3301 o QROF ESS / pE. uj ��l C 46515 Exp.6-30--13 CIV1\- F OF' CAU�FO� REV/BIONS No. DATE DESCRIPTION lL( 4r 5poRr,czap 1-1,rip5 SET RAD(NEAD TO HEADf AND ARC /N F/EGD AS REQUIRED AND AS DIRECTED By C/1Y ENG/NEER o N 0 I 0 ci a c a U) N W a CL i a� a W -f-1 5L- qwwft0 it Q z LLJN O 0 C.� z W z CD z W 0 0 J W4, A�: /MA A I R16 r10N No rr ON .51-1,�r X - , L a r File Name, Dona -10-2012 FINAL n: D. HOGGA TT Job No.: P2K219 En gin eer. TA Date: 3/15/2012 Checked By AREA OF WORK— (SEE ENLARGED PLAN THIS SHEET) McKEE ROAD KE Y MA PPHASE 1 19 AGG OF E' 15r/NG IRR/GAr/OAI .5'y.5"r�!)V5 S�/AGG B,-- PROr,-CMP IN PLACE AND A6091RO AS &V611RED- N IRR/GAr/ON CONMOG CLOCKS(/) CONrROGGER 'D" 111r-BB-24155/RB91077900/KCP Cyt 52/RCP 01060 RB 0,51200f'RB9 IM0206/RB9 /ylfi'020,5/ RB /#c?0105/I//# -//70-/00 /0" /17f15.7" R U19G UE NORIX944W CLOSED all r// 2-/f vol, rSOGEN/OD Nj;rljl IRR/6wrIDN CONrROG CGOa5(l) CONrROGGER '7'" wr-BB-2,5wSS/RB9 x71900/KCP C5,4-52/RCP 01060 Nrlil IRR/GArION CONTROL CGOCK5(1) CONrROGGER "F" wr-BB-211SS/RB91w71900/KCP C5f152/RCP 01060 NOrF. EXrXND CO/1011NICRrION Cr9BG,�' ,ROW �XISr1M9 il, B 19ND C CONMOG CLOCKS rO MW CONMOGGERS 'D"/ 171,1W "F" 95 RE' MIRED 8" AND 10" ,AGANGED 1#11 rCa NORC,9 MerIGl-l' IRON Rl-l'5IGI,Nr 411106 NR.5' GATT URG 1/,S' 20041015 OR APPROVED BQUAG(/yIAGE ?YP/CAGB I /19A5TER UAGI/E(o BER/h1AD /190D• ///!'l 510-60 W//f9ECflHN/CAG ,70fNT ACCESSRy K/T/SERO/UE SADDGE UFLOW5�IV-50K KR11V b1KV KOY u1l1 / ,,%411H Kh'!/V amv 1/AG1/E' B®X /f1ODG # U� �/y181'-!� ,�t//yIP80 BOX Lt//rl� GOCK(RCGA//IIS' /,�/Ar�R� 1" RF1#0rT CONrROG 1lAGBE RAIN BIRD INODEG #/00PF59 R AIM-/ PRS 7-1/2" R,6100 r,-- CONTROL V1 14 G 9,F RRLN BIRD /00D,4 #750P,59 -R 4//r1-! PR.5' 2" RE'X0rF CONrROG VALUES 51,1W4 BE RAIN BIRD 1X0DEG #200PESB--R Gt//rt/ PRS 3" RhMOrT WAIM01, UAGt/ES SI/AGL BE' RAIN BIRD 100DEG #3009PF5 411rLI PRS NEL/ 8" IRR/GArION IMIN G/NE' C1,14.55 200 RING r1rer "ALG PURPLE PIPE'" O-0/0" I IRRIc5ArION mrrRt9G Gmr5 51.19GG B,' .5C# 4/0 P!/C ",9GG PIRRUr PIPE'" SIZE URR/ES STATE FARM SPORTS VILLAGE PHASE 2 9001 ASHE ROAD SHEET NO. IR --5 OF 125 a 1 2 3 r Boom 5poRr,czap 1-1,rip5 SET RAD(NEAD TO HEADf AND ARC /N F/EGD AS REQUIRED AND AS DIRECTED By C/1Y ENG/NEER o N 0 I 0 ci a c a U) N W a CL i a� a W -f-1 5L- qwwft0 it Q z LLJN O 0 C.� z W z CD z W 0 0 J W4, A�: /MA A I R16 r10N No rr ON .51-1,�r X - , L a r File Name, Dona -10-2012 FINAL n: D. HOGGA TT Job No.: P2K219 En gin eer. TA Date: 3/15/2012 Checked By AREA OF WORK— (SEE ENLARGED PLAN THIS SHEET) McKEE ROAD KE Y MA PPHASE 1 19 AGG OF E' 15r/NG IRR/GAr/OAI .5'y.5"r�!)V5 S�/AGG B,-- PROr,-CMP IN PLACE AND A6091RO AS &V611RED- N IRR/GAr/ON CONMOG CLOCKS(/) CONrROGGER 'D" 111r-BB-24155/RB91077900/KCP Cyt 52/RCP 01060 RB 0,51200f'RB9 IM0206/RB9 /ylfi'020,5/ RB /#c?0105/I//# -//70-/00 /0" /17f15.7" R U19G UE NORIX944W CLOSED all r// 2-/f vol, rSOGEN/OD Nj;rljl IRR/6wrIDN CONrROG CGOa5(l) CONrROGGER '7'" wr-BB-2,5wSS/RB9 x71900/KCP C5,4-52/RCP 01060 Nrlil IRR/GArION CONTROL CGOCK5(1) CONrROGGER "F" wr-BB-211SS/RB91w71900/KCP C5f152/RCP 01060 NOrF. EXrXND CO/1011NICRrION Cr9BG,�' ,ROW �XISr1M9 il, B 19ND C CONMOG CLOCKS rO MW CONMOGGERS 'D"/ 171,1W "F" 95 RE' MIRED 8" AND 10" ,AGANGED 1#11 rCa NORC,9 MerIGl-l' IRON Rl-l'5IGI,Nr 411106 NR.5' GATT URG 1/,S' 20041015 OR APPROVED BQUAG(/yIAGE ?YP/CAGB I /19A5TER UAGI/E(o BER/h1AD /190D• ///!'l 510-60 W//f9ECflHN/CAG ,70fNT ACCESSRy K/T/SERO/UE SADDGE UFLOW5�IV-50K KR11V b1KV KOY u1l1 / ,,%411H Kh'!/V amv 1/AG1/E' B®X /f1ODG # U� �/y181'-!� ,�t//yIP80 BOX Lt//rl� GOCK(RCGA//IIS' /,�/Ar�R� 1" RF1#0rT CONrROG 1lAGBE RAIN BIRD INODEG #/00PF59 R AIM-/ PRS 7-1/2" R,6100 r,-- CONTROL V1 14 G 9,F RRLN BIRD /00D,4 #750P,59 -R 4//r1-! PR.5' 2" RE'X0rF CONrROG VALUES 51,1W4 BE RAIN BIRD 1X0DEG #200PESB--R Gt//rt/ PRS 3" RhMOrT WAIM01, UAGt/ES SI/AGL BE' RAIN BIRD 100DEG #3009PF5 411rLI PRS NEL/ 8" IRR/GArION IMIN G/NE' C1,14.55 200 RING r1rer "ALG PURPLE PIPE'" O-0/0" I IRRIc5ArION mrrRt9G Gmr5 51.19GG B,' .5C# 4/0 P!/C ",9GG PIRRUr PIPE'" SIZE URR/ES STATE FARM SPORTS VILLAGE PHASE 2 9001 ASHE ROAD SHEET NO. IR --5 OF 125 a 1 2 3 Q 0 m Ld I-- 0 J r z Q J Q N N I 0 r I tll U -0 C 0 J s 0) N Q.i U) C- CL I W U) O 0.. I 1\ z W N T- C N r - N 0 z ( w W z z W I M 1p ANSI TIR=7 TOP �S =E s Ap L 0 rAf r IR / s r r '% % �/i r r it ♦ // 21R41 /' /♦ �IWWMAFAKWI Ups, 11 1 • Date: J11512012Checked By. • .) Ar ; D.HOGGA TT Engineer D.HOGGA TT I I III M M r w ® QRflF E SS / o E. <i C) C'h � rn C 46515 Exp.6-30--13 sX-9 CIVIL TF OF CA\- REVISIONSI / DESCRIP / 171 / / Mii W -A W -A -- MdKEE ROAD r AREA OF WO (SEE ENLARGED' • r i THIS SHEET) I I � I I -- r 0 0 cy U'alli - - MENEM FAIR PLAY DRIVE I MENEM I m 'iMENEM rAf r IR / s r r '% % �/i r r it ♦ // 21R41 /' /♦ �IWWMAFAKWI Ups, 11 1 • Date: J11512012Checked By. • .) Ar ; D.HOGGA TT Engineer D.HOGGA TT I I III M M r w ® QRflF E SS / o E. <i C) C'h � rn C 46515 Exp.6-30--13 sX-9 CIVIL TF OF CA\- REVISIONSI / DESCRIP / 171 / / Mii W -A W -A -- MdKEE ROAD AREA OF WO (SEE ENLARGED' THIS SHEET) I I � I I -- f f 0 0 cy W f f Q PHASE FAIR PLAY DRIVE Q . , . V� CONFORMED SET Sri .ciiiiiiiI STATE FARM "" ,.." VILLAGEPHASE 9001 ASHE ROAD 7.1-207 SHEET NO. lR-- 6 OF 125 0 1 2 3 e -- V z n Q i.1.. o N 0 N O J N a - I CT I Li N LLJ O N I c— t"' O I /Z w z z w M, T NR,44 IRR149.1 r ZMAWLY1 • f PwMf Ab ArAy AP Mir mp L A . r► !*son I j LGJ 1� t I I • s = _ / ' • r imum MND' I w AREA~^OF UVC)R (SEE ENLARGED PLAN , = MENEM < A ff L, S W+ ..J `'c 5 tf �'• ,MENEM r r . r i 1 I rRRIRa� r � �rrr�R>,rrr "R r s �\>wir .... !fir'►/R...-._� ��►► e• ....-VMWWAMA�... s , r 1 � Vii. ' � "�" r:'r�M�MM►`: allrl�'i.R✓tL.�,RiI�C;�II�L..... ..� � , 1f i s_ f Ili i I�.,.....::>/L...r,�..r..�..R...,: l 712 ...R.......R!r...R. 712 7101 712) r fir*•112 i! r410rpwRKalwy i . I -�AV. V '' ' = ,. ►� i i n r 24(0 .rJIM w► ii 1 11 11 i i 712 —NI f r r► q r I r 1 712 112",112' 712 712, �wr�rrrr� y� E T r mmrmilrOmirm Ir�la�■rI�I 1 ®��®��li��-181 r .t rt S r r r ' �� •��f�.,'��t twww..r.r..n�� wR�- ��rfr#Ilr�wrii � �n1rl�/M,`� � I MAN ` r R 1 � 41�t�rl jj IM Will ZMAWLY1 • f PwMf Ab ArAy AP Mir mp L A r1 r� r r r r ♦ � � r ♦ I I '' r r r ',� ' / .r r t r r 'r r r 'r ' 07060 / r , r r r �► r ' /' /' ' 1'r11,,F IRON RF51U,�N'r446PaFNR5.r ` 200 ,40474, ,l r r / r r r 1.71 x� moi cr � ® Q?,®f ESS / °N°�� C 46 515 � * Exp.6-30-13 *. TF Civi CAl\F��P RA��IIVISIONS DESCRIP TION . r► !*son I j LGJ 1� t I I • s = _ / ' • r imum MND' I w AREA~^OF UVC)R (SEE ENLARGED PLAN , = MENEM < A ff L, S W+ ..J `'c 5 tf �'• ,MENEM r1 r� r r r r ♦ � � r ♦ I I '' r r r ',� ' / .r r t r r 'r r r 'r ' 07060 / r , r r r �► r ' /' /' ' 1'r11,,F IRON RF51U,�N'r446PaFNR5.r ` 200 ,40474, ,l r r / r r r 1.71 x� moi cr � ® Q?,®f ESS / °N°�� C 46 515 � * Exp.6-30-13 *. TF Civi CAl\F��P RA��IIVISIONS DESCRIP TION NiW e" r r ,r r .r 44,455 /0 r s 1 r I t SCALE:• SET CONFORMED /RR/GAT/ON PLAN 7.1-207 Fite Name: Dona -10-2012 FINAL n: D.HOGGATT STATE FARM SPORTS VILLAGE —PHASE 2 SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer D.HOGGAJ"7 Dote: 3/15/2012 Checked BYV•f�M, 9001 ASHE ROAD IR -7 of 125 0 1 2 3 MCKEE ROAD I j LGJ 1� t • s = Q O w AREA~^OF UVC)R (SEE ENLARGED PLAN = THIS SHEETS < A ff L, S W+ ..J `'c 5 tf �'• i I FAIR PLAY DRIVE NiW e" r r ,r r .r 44,455 /0 r s 1 r I t SCALE:• SET CONFORMED /RR/GAT/ON PLAN 7.1-207 Fite Name: Dona -10-2012 FINAL n: D.HOGGATT STATE FARM SPORTS VILLAGE —PHASE 2 SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer D.HOGGAJ"7 Dote: 3/15/2012 Checked BYV•f�M, 9001 ASHE ROAD IR -7 of 125 0 1 2 3 0 0 0 0 0 m Ld r- 0 ._! 0- e— r Q 0 N N C- 0) Z Z N 0 0 C3 c 0) -0 N U) C- n I 0) .0 U) 0 cn I z Llje N r I C� N 0 z af w z W I e SEE GENERAL /RR/GAT/ON No r, ON 5� �EET /R 2 ON fill"" 112// 112-f 1/21 112" 1/2" 112" I McKEE RQAD i I I � # ## i Q �BBBs B #I 0N � r -- I 1171 i C � n 112N # # .V. B B FAIR PLAY DRIVE ,MENEM ® -- e B At i3- 17Y°r it B 112/ ## z it # i Pfftl,VSdor rR/P 1 04 fie® L MAIN MSr ,A i # 0° 112 B 1-112 B if 241.041 1-,s2 3 # # I•° it ,. , ON fill"" 112// 112-f 1/21 112" 1/2" 112" I �r ;r .t jai AV 0 0 r McKEE RQAD i I I � # ## i Q �BBBs B #I 0N � r -- I 1171 i C ## n THIS SHEET)¢ # # .V. B B FAIR PLAY DRIVE ,MENEM ® -- e B ## ! I i3- 17Y°r it B 112/ ## z # i Pfftl,VSdor rR/P fie® L MAIN MSr ,A i # 0° B tt B if 241.041 1-,s2 3 # # I•° �r ;r .t jai AV 0 0 r McKEE RQAD i I I � # i Q �BBBs 1 0N � r -- AREA OF WOR i (SEE ENLARGED PLAN n THIS SHEET)¢ # # MENEM FAIR PLAY DRIVE ,MENEM ® -- it 112/ z 0-30 it ,. , �r ;r .t jai AV 0 0 r r QROF ESS 1 pN� R G/ TERE D Cl Vl EN 01MEER w C 46515 rn Exp.6-30-13 CITY OF BA KERSFI EL D�� C' V i 1501 TRUXTUN A VENUE � OF Cg-�F®� BAKERSFIELD, CA 9.3,.301 REVISIONS NO. DA TE DESCRIPTION 11 3 li X47 McKEE RQAD i I I � # i Q �BBBs 1 0N � r -- AREA OF WOR i (SEE ENLARGED PLAN n THIS SHEET)¢ # # MENEM FAIR PLAY DRIVE ,MENEM ® -- r QROF ESS 1 pN� R G/ TERE D Cl Vl EN 01MEER w C 46515 rn Exp.6-30-13 CITY OF BA KERSFI EL D�� C' V i 1501 TRUXTUN A VENUE � OF Cg-�F®� BAKERSFIELD, CA 9.3,.301 REVISIONS NO. DA TE DESCRIPTION 11 3 li X47 CONFORMED � �� 7.1-207 IRRIGA TION PLAN file Name- Don3-10-2012 FINAL n: D.HOGGATT STATE FARM SPORTS VILLAGE —PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: KEN711 Engineer: D.HOGGATT 9001 ASHE ROAD IR -8 OF 725 Dote: 3/15/2072 Checked By 0 1 2 3 McKEE RQAD i I I � # Q 0N � r -- AREA OF WOR W (SEE ENLARGED PLAN n THIS SHEET)¢ # # FAIR PLAY DRIVE ® -- CONFORMED � �� 7.1-207 IRRIGA TION PLAN file Name- Don3-10-2012 FINAL n: D.HOGGATT STATE FARM SPORTS VILLAGE —PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: KEN711 Engineer: D.HOGGATT 9001 ASHE ROAD IR -8 OF 725 Dote: 3/15/2072 Checked By 0 1 2 3 Q 0 r - o v- a 0 a 0 a `a i N W C- a. 1 CT a U) 4-0 L- 0 a. V) rION NO r4 F ON 5#h Til"Xm -#-/,I 40-f HIMI 7/2" t i { y y 12 2B- Dr1 y i I I I 'WON S /1' ,EAST 1 � i yt ti I Iqy i t T®2' R� P 1-712"Toe" /2r® r-'° 7/2' 1d�ANURGZzm112 ARKe G GO 1/ ,° j GRRE UAGU _ sOUTL! E .1) PGRii/TER.5 ....,.. _ ZZ ®r . V. T/2" �� 7121, /2' 1/2// 1/2 3, 71 3/#' Tr/ Tn 31# 712 4s w ww w wwwa arm■®mom wwRw®��A �WMw�,�1� ` __� �b1slR-�w wR ®s# __ w®vl♦Hl� t/# M*f19�0B •.-- _.. _.. ... `� t t �" O/ri /!^:. jrSr rrEA.�-/ tw 1AM4VlEuavrr I 7' �✓ j w CDN DL VIRE5 EAST MR10V 9 Wr/RR16W?701V e0MM G A NO MaRn AMP /RRAMAON CONMm i /RE'S 2" ,' t i t t ti r1� 2Zo torr t I 41WA1.5 ER59t CONCESSION PMNRER MOR i i It — — I ( 1/2" 7/.2" 3/4" 3/51" !" P" 3/IF" 3/,J" 7/2" !/2" 1 t j22o2orr 1 (SEE ENLARGED PLAN �z !,ASE THIS SHEET) {. 1...! ...........1- w 4 ; 2" --------- !" � w GAIslN S?R/P CA5r t r w i I y y Mir V MO 6/NE I t 1N /I 10,30 11V W, CONCF.MON 3/�f" P":•' '.:r'i" < 3//1" /XANON/A REPENS o, p^ pq p �UT(/RG BI.!/t7' " S CR OMO MION/A 11! rY "S3 FYT T®-30 1120 ♦ N♦C -- -- -- -'� coNCES51oN CANTER S©vr�r 7N 2-20-20V GAMN 5rR1P ERsr colvc,�ss101y w -Oww w wwwwwwwwwwwwww � i 2 tF. p /Nr r� r !12" j 1/2" o N. . V 1! EX/S1)Nd PVGL 80 41 INSRAGG NEW IRRIGA�YON CONTROL 1111RFf FOR RHRS 1N EX/5T1NG 4W CONl�U1T FR01X ROINR "B" I Y V . V. W RO/Nr "A" MISTING l" CONDUIT IN EX15T1NG RUGL BOX INSTALL IVZ4' CONDUIT B" NEW #7TON CONrROG ONO /N "EX1S?iNd Y" COPmr „R„ TO M141 /f0 $M710N IRRIGATION CONMOG CLOCKS ".D'; " RNP "A" AOR PWST 2 MrRtl AAIR S ANOON S REQU/RED EX PUG SOX NO -M /NSIDEMMIW SU/LD/NG D ` CONNECTRE/I�OTE CONTROL Uf�L77EE37 - TO IRRIGATION CONTROL CGOCX 'D" (SRORTS FIELD GJ�.5i7 �t -- D ® CONNECT RE/i90RE CONRROG UAGUES 240 - rf6 RO IRR/GRT/ON CON7RDG CLOCX "E'(SRO�TS FIELD �R5�1 i ®.. ... ®®. ®. p ...... ®..... ®®®............. ®. ®®. ® . �.® 1 CONNECT RE/ r,-- CONTROL UAGUr37,# - rO IRRIGATION CONTROL CLOCK 'FC-( NOV j RRRKING KO J ' X$MU NFV.P' 4MP411rrd/11l RWICOIX eABCE " a EXTEND EXIS71NG R 89 /i�AX1C0li1 C0N OG CR14GE MOM "IMNS 2" CONDUIT /N PP44 BOX PO/NT A" r0 6 A rW0/N ,EX15r1NG IRRIGATION CONRROG C CK TO NE41 V", "E''' AND ' w IRRIGRr10N Of rR01, CLOCKS LOCATION i SEE EGECTR/CAG FOR FGAGPOGE ANl) Z/GNT POLESFOUND�T�ON AND PGHCE/yIENT 0 EXISTING BUIL17INGS-,- r� • AP . w 0 t t w — — AREA OF WOR w 1 (SEE ENLARGED PLAN �z !,ASE THIS SHEET) {. 1...! ...........1- w FAIR PLAY DRIVE w 13 w I i w i I � i 2 tF. p /Nr r� r !12" j 1/2" o N. . V 1! EX/S1)Nd PVGL 80 41 INSRAGG NEW IRRIGA�YON CONTROL 1111RFf FOR RHRS 1N EX/5T1NG 4W CONl�U1T FR01X ROINR "B" I Y V . V. W RO/Nr "A" MISTING l" CONDUIT IN EX15T1NG RUGL BOX INSTALL IVZ4' CONDUIT B" NEW #7TON CONrROG ONO /N "EX1S?iNd Y" COPmr „R„ TO M141 /f0 $M710N IRRIGATION CONMOG CLOCKS ".D'; " RNP "A" AOR PWST 2 MrRtl AAIR S ANOON S REQU/RED EX PUG SOX NO -M /NSIDEMMIW SU/LD/NG D ` CONNECTRE/I�OTE CONTROL Uf�L77EE37 - TO IRRIGATION CONTROL CGOCX 'D" (SRORTS FIELD GJ�.5i7 �t -- D ® CONNECT RE/i90RE CONRROG UAGUES 240 - rf6 RO IRR/GRT/ON CON7RDG CLOCX "E'(SRO�TS FIELD �R5�1 i ®.. ... ®®. ®. p ...... ®..... ®®®............. ®. ®®. ® . �.® 1 CONNECT RE/ r,-- CONTROL UAGUr37,# - rO IRRIGATION CONTROL CLOCK 'FC-( NOV j RRRKING KO J ' X$MU NFV.P' 4MP411rrd/11l RWICOIX eABCE " a EXTEND EXIS71NG R 89 /i�AX1C0li1 C0N OG CR14GE MOM "IMNS 2" CONDUIT /N PP44 BOX PO/NT A" r0 6 A rW0/N ,EX15r1NG IRRIGATION CONRROG C CK TO NE41 V", "E''' AND ' w IRRIGRr10N Of rR01, CLOCKS LOCATION i SEE EGECTR/CAG FOR FGAGPOGE ANl) Z/GNT POLESFOUND�T�ON AND PGHCE/yIENT 0 EXISTING BUIL17INGS-,- r� • AP . W on SM '0-M61' / / Q�pFESSIQ�� co �� REGIS EKED Cl VI L ENGIN ER w C 46 515 n Exp. 6-30-13 Cl TY OF BAKERSFIELD `�� CIVl 1501 TRUXTUN A VENUE � aF cA1-�F�� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION r ON t 0 t t Bonn — — AREA OF WOR y ' 1 (SEE ENLARGED PLAN �z !,ASE THIS SHEET) {. 1...! ...........1- FAIR PLAY DRIVE .Iwwr 13 I i i I W on SM '0-M61' / / Q�pFESSIQ�� co �� REGIS EKED Cl VI L ENGIN ER w C 46 515 n Exp. 6-30-13 Cl TY OF BAKERSFIELD `�� CIVl 1501 TRUXTUN A VENUE � aF cA1-�F�� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION r ON �K CONFORMED t i x st„a;. .w ..,,,h�,.,m:..z=;,�: tea•. ..:�,�•,.=..:.� d,..a��:,..,�,*...r<�.e.-„.�.,,,., SCALE: 17--201 1 7.1-207 /RR/GA TION PLAN File Namerpon3-10-2072 FINAL n: D.HOGGATT STATE FARM SPORTS VILLAGE -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer DH Date: 3/15/2012 Checked By. �,`„M, 9001 ASHE ROAD 1R-9 OF 125 0 1 2 3 t 0 t t -- McKEE ROAD LGJ I I — — AREA OF WOR y ' 1 (SEE ENLARGED PLAN �z !,ASE THIS SHEET) {. 1...! ...........1- FAIR PLAY DRIVE �K CONFORMED t i x st„a;. .w ..,,,h�,.,m:..z=;,�: tea•. ..:�,�•,.=..:.� d,..a��:,..,�,*...r<�.e.-„.�.,,,., SCALE: 17--201 1 7.1-207 /RR/GA TION PLAN File Namerpon3-10-2072 FINAL n: D.HOGGATT STATE FARM SPORTS VILLAGE -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer DH Date: 3/15/2012 Checked By. �,`„M, 9001 ASHE ROAD 1R-9 OF 125 0 1 2 3 Q O O 0 m EW -- O CL 00 L0 N O N T— C- C ci a V O —y� V Q CL Q O O N a v .J -o N a Qom. I o� z Li x o N N s• - O 04w LLILJ z ! 0 W I 940 fir<r ir,.r i• rte•: S;F+YYri%� r 11114 tlF 9OX ANP 41P iy,p1,m4 PoINr or 'r e rIoN FOR RF190 ri:0 CONR04 V& tljF A FA r0R1X9NCA F A4 rA? AOR eOO555 AA F1 IP5 IRR161 r10N CO-NrRO4 Cl...00K "r (R4 F190 ri F CON rROt Vi It M F5 4 )/ IRRX:�W rION 5C1o1,F.PV4,F N4�W A11,45jF 2 pwRKlmg zo r NO rT r .5.r �'{J':'r.rrr %. 'r.i: ! _ Jr 4� yr w.. . .Y,r`irr irrtr: 1r�f/ '! r r1 f.. r;y ;r ,... ♦..:.• . f:i '•`r.$n{r r>Y �' .. SN YY ! ,, r'F ♦Si!�Y.% Ii i Az ' 'frh rYr.G•.:r.rr;{, rpt fir•Xr: 3rr f• 'i % . ? • r :•f^fic>J%,Y r y> „�.�f.i f'.{r •�',. r'`o 1>r£ .%r ,Cir+ris S,'• <r. < tn` ^ Nr• '.ry ri.'r�,'r �3 "?{Y• Yr rr'.Ap 'Y%'r Y r'r. >N^^v n. ri /r,.<..r •.>„. y i;ri ;i.• / n r rn.�.o ' '� � SSHFi<. : r :r •{I�;rrr %�'/.r:r n r rirY:.rr .;'.',i iS.' 'LyS>%Y;�r '♦f ./. 'S':jG!`<{'f. rrrr!r, ., ... r r r 4{4>!'.n!r^♦i. r . �fr9•%.S. < !in! . .t'+ , ,2 .....rrr,' r>'rl Y .:� Iur.YqIii:r`i.S r . :.t %'V.S15'•r.rFrrr4 3.:..%'r .r. ratr'rtr wT: r .�!../. / ,, �F',/ �Yr -e .� N ,6 17.2 r v V!7IRAFP i%' ¢ rr rr Q�®FEsslo�� goo l.i,t R G1 T D CI0 I EN EER rn ER E 46515 Exp. 6-30-13 CITY OF BA KERSFI EL D ON 1501 TRUX TUN AVENUE �F BAKERSFIELD, CA 93301 CAOSI V ��p�L =jkzpQ 4= No. DATE DESCRIP TION X17 / / s i OWN r O1 00 - , ACTUAL GALLONS PER MINU T kmmw WIL L ,BE DETERMINE IN THE FIELD GENERAL REMOTE CONTROL VALVE DATA FOR /RR/GAT/ON CONTROL CLOCK Re � o�3-ro-zmz FINAL n: off STATEFARM SPORTS VILLAGE —PHASE 2 sHEEr No. CITY OF BAKERSFIELD, CALIFORNIA � PUBLIC WORKS DEPARTMENT Joe NoP2K2,9 En9;ne== off7.1-207 Pate: 3/15/2012 Pecked er SM 9007 ASHE ROAD ik-io of 725 0 1 2 3 IRR161 r10N CO-NrRO4 Cl...00K "r (R4 F190 ri F CON rROt Vi It M F5 4 )/ IRRX:�W rION 5C1o1,F.PV4,F N4�W A11,45jF 2 pwRKlmg zo r 6w ACTUAL GALLONS PER MINU T kmmw WIL L ,BE DETERMINE IN THE FIELD GENERAL REMOTE CONTROL VALVE DATA FOR /RR/GAT/ON CONTROL CLOCK Re � o�3-ro-zmz FINAL n: off STATEFARM SPORTS VILLAGE —PHASE 2 sHEEr No. CITY OF BAKERSFIELD, CALIFORNIA � PUBLIC WORKS DEPARTMENT Joe NoP2K2,9 En9;ne== off7.1-207 Pate: 3/15/2012 Pecked er SM 9007 ASHE ROAD ik-io of 725 0 1 2 3 ® Q,OFESS /OPV l E. REGI TERED Cl VI ENGINEER � C 46515 � Exp. 6--30-13 CITY OF BAKERSFIELDq cm 1501 TRUX TUN A VENUE �F ®F CA -`Fob' BAKERSFIELD, CA 93301 REVISIONS x x x x x x x x x x x x x x x ---------- x No. DATE DESCRIP TION Fol x TI" /Y 3 S LL WELL 0 44 MIN CEA ANCE = x z 0 x SAFETY LADDER4-4 Co a s' i ss ' st x� ss 0 x 8 —0 X 6-0 6— X 7 6 LLJ16'--6"(D) WET WELL ` ,,d.- OPENING FO ® PUMP SKIP NEW IRRIGATION PUMP x WELL ACCESS FUTURE PUMPS 30" INTAKE x " PIPE 4 5Q 2000gpm @ 85 , 60HP, FILTRATIQN3PH, 1800RPM "00 NEW 75 H.P, 750 GPM EXISTING IRRIGATION PUMP -- IRRIGATION PUMP � w\� 9? 9t °Q 5HP PRESSURE 5'— 0 x8 STANDARD GRATING FLUSH W/ FLDDR r x MAINTENANCE PUMP 4. STATION -- PRESSURE! ISOLATION 100 o x C RELIEF VALVE VALVE (10) 83.5 19'--0" REF x x C� 36" MIN. - I I x E CLOSURE SIZE � x I I FI LTER x I FLU`,aH x 15.5ro I LINE REF 0 I r-� :. FF 336.0 x I70 z x-3.5 18" MIN CLR BYPASS REF 6 THK. SLAB REINFORCED NWL PER PLAN Q I MAGNETIC no W/ 5 @ 18" 3' MIN. x I FLOWMETER - - - „ O.C. EACH 10 X 14f$WAY I I j Z PIPE ASSEMBLY NWL PER PLAN x I_ N � x 0 x N PUMP DEPTH o REF x x 1-l-90" 15.5 FT. C- 0 x x ` 21,_089 IX 10'_6" WELL DEPTH MIN. SuAB 16.5 FT. a x MIN. ACCESS � AREA FOR x NOTES: 0 Z --PIPE. DO NOT 1. A NEW IRRIGATION PUMP ASSEMBLY, VALVES, PIPES, PIPE FITTINGS, AND ALL POUR SLAB IN THE NECESSARY COMPONENTS & PUMP ELECTRICAL SYSTEM SHALL BE INSTALLED _0 THIS AREA AT THIS EXISTING PUMPING STATION. FOLLOW MANUFACTURER'S RECOMMENDATIONS. TOP. 323.5 N x 2. VERIFY ALL EXISTING JOBSITE CONDITIONS, EQUIPMENTS, AND DIMENSIONS PRIOR g TO COMMENCEMENT OF WORK. ANY DISCREPANCY OR INTERFERENCES SHALL BE a MIN. CLEARANCE BROUGHT TO THE ATTENTION OF THE ENGINEER. � x INV. 321.0 x N ' X x x x x x x x x x X - x X 0 FF 320.0 > FENCE 6" GRAVEL BASE T11 j0 ) �l�l1 U,- COMPACTED SUBGRADE PER SPECIFICATIONS r r Z w r APR Ewa LL/mA 1w m F- F-1 w s N r 0 N r r 0 NCONFORMED $ET Z_ ry w _Z 0 _. w i AV AN Aft r% 7.1-207 rUMP,DETAIL 46D� File Name., Don,3--10-2fl12 FINAL n: DP STATE FARM SPORTS VILLAGE �. SHEET NO. (014'T'r OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job N©.: P2K219 Engineer: , DH "I ASHE ROAD Date: J115/2012 Checked By. a 1R-- � 1 OF i25 0 1 2 3 C . ��illliZl'' ii Ili. 1 rr I L t�;l(li�l it I�it.{i 4 10 K 12 W. M•E Flanged Master Va. LEM MIN, DOWNSTRGAM DISTANCE (IN INCHES) =- 5 x FLOW METER SIZE Flow Sensor 1.. RECTANGULAR, GREEN PLASTIC VALVE BOX WITH LOCKJNG COVER Z FINISH GWE- -Ye BELOW BOX LID IN TURF - 1 V BELOW BOX LID IN SHRUB/GO 3. FLOWSENSOR 4. REFER TO 1k :i NOTESOR FOR "TYPE OF CABLE FROM FLOW SENSTO CONTROLLER S. CONDUITBUSHING 6. WATERPROOF DRY SPUCE CONNECTOR 7. V DIA ' ELEOTRICAL CONDUIT AND SWEEP ELBOW 8, IRRiWON MAINLINE FROM MASTER VALVE 9. SCH, 40 PVC REDUCING COUPLER 10; CHRISlYS TAG #ID-MAX-PMCIP2 11 ALVE . MiAINUNE TO REMOTE CONTROL V -8 .12, PEA GRAVEL, 2 CUBIC FEEr MINIMUM MIN, DOWNSTREAM DISTMIGE ON INCHES) TO MASTER VALVE 10 x FLOW MSR SIZE T14-- VA]. W00 A 8 7 1, PLASTIC VA -VE BOX 2. FLANGED MASTER VALVE 3, CHRISIYS TAG #ID-MAX-P2-RO1 P2 4, SPEARS DS -500 DRI -SPLICE WIRE CONNECTORS S. CONTROL AND MASTERVALVE WIRES WO'H EXPANSION LOOP 6, SCH. 80 FIVC MALE ADAPTER 7, PVC IRRIGATION MAINLINE TO FLOW SENSOR - SEE IRRIGATION LEGEND 8. FINISH GRADE: Ye BELOW BOX LID IN TURF 1,Yt BELOW BOX LID IN SHRUB/GC 0, SPEARS 80H. 80 PVC UNION (SR-FIPT X SR-SR-FIPT) 10, PVC IRRIGATION MAINLINE FROM PUMP 11 - 30H,'80 PVC GLOSEDNIPPLE 12- PEA. GRAVEL SUMP - 4 CUBIC FEET, MIN, ummyrrm,"it GREEN PLASTIC VALVE BOX WITH LOONNG. COVER AND VALVE IDENTIFICA-HON -SEE SPECIFICATIONS 2. WATER 1.0 TAG 3. AIFWACUUM REUEF VALVE - LOOATE TOP OF AJR REUEF VALVE 311 FROM BOTTOM OF LID 4. PVC MAINLINE COUPUNG IRRMTION SPECIFICATIONS FOR PVC SCHEDULE TYPE AND MANUFACTURER 6, SOH, W NIPPLENIPPLEBAS, 5D ON THE WIDTH OF THE SWCE-TEE AND THE LENGIH NEEDED PER DIMENSIONS 6, LEEMCGDEEPBELLSEFMCETE�.WTH LEtMCO JOINT RESTRAINTS (WHERE REQUIRED PER IRRIGATION SPEOIFICATIONS) 7, FINISH MADE 8, PEA GRAVELCUBIC FEET 9, COMPACTED BACKFILL SOIL -SEE IRRIGATION SPECIFICATIONS FOR FURTHER INFORMATION 10, PVC MAINLINE - SEE LEGEND FOR FURTHER INFORMATION 1 - GREEN PLA8TIC, RECTANGULAR VALVE BOX WITH LOCONG COVER, HEAT BRANDED WITH LETTERS "GV-- REFER TO IRRIGATION SPECIFICATIONS 2. LEEMCO FLANGED JOINT RESTPANT SYSTEM 1 FLANGED GATE VALVE - REFER TO IRF41GATION LEGEND 4. CHRISlYS TAG ID-MAX-P2-R01P2 6. FINISH GRADE.' -he BELOW BOX LID- IN TURF BELOW BOX UP IN SH RUB/GC 6. PLASTIC RECTANGULAR VALVE 8 OXWTH MENSIONS AS REQUIRED 7. PRESSURIZED MAINLINE WITH GASKETS 8. INSTALL PEA GRAVEL BELOW THE VALVE BOX P�R SPECIFIED DIMENSION 9, 12N12%.4 CONCRETE SUPPORT WITH *PIPE LINE PRODUCTSO PIPE, SUPPORT C3 19 Alli T Job No.: P2K219 Engineer DH ,#,ote: 311512012 [Checked By W.�m. Flanged GaW Valvit I 44NCH.GRATE 2 ROOT WATERING SYSTEM - RAIN BIRD 08-1300 QNCLUDES BUBBLER, CHECK VALVE AND- GRATE) 3 BUBBLER 4 FINISH GRADE 6. CHECK VANE 6 OPTIONAL, PEA GRAVEL P011 SMD' SOILS' 7 1/2 -INCH PVC SC H 80 NIPPLE 8 1/2 -INCH -90-DEGREE ELBOW 9 SWING PIPE, 12 -INCH SWING ASSEMBLY - T'S3*-`M% 10 1I INCH MALE NPT INLET 11 PVC SCIS 40 TEE. OR EL, 12 LATERAL PIPE 13 4 -INCH * BASKET WEAVE CANISTER o jFESS/o \A E 0 rn REGISTERED CIVIL ENGINEER uj cr_ C 46515 * Exp. 6-30-13 CITY OF BAKERSFIELD cjvj 1501 TRUXTUN AVENUE BA wpw<:'Fv-1 n CA 9,3301 OF- CAO REVISIONS No. DATE DESCRIPTION WE CONFORMED SET STATE FARM SPOR VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET NO. IR --12 OF 125 _j Cl - _j z F-1 CN V_ 0 C 0 _0 C: V) 0 C_ 0 - cu 0 0 0- 00 z Ciii T_ 0 C-) z ry LLJ Li z 0 z Li I M, pINr:)mp _0 Y. TEE., 1, NO CRO%IW ROAMiAY5 OR AW OM RARP WA4e, VALVE 10'0 ELL ToP OF VALVE 13OX 2,51 folw TEE (5% MAIN CONCRETE LINE ANCHOK NOTE #3 ON EWM60 LOOP OR ELL f5T) ALL ELEZTRICAL• HIRINO AV KATIM LINES eH&� 5E I ITALLW 2$1 4 TAr5T BLXK FINI%W CAAM f0,16W Mf , IN A VRlXU 40 PA; SXM - SLITVE %ALL BE 2 T1415 FOR A.L. PO TI.MES DIAMETER OF CMIT MPI*, ALL EWC/Ti 6OUIT (Ti AL) R5. A A-IKL MVE I" MIN. DIA, FOP, 110 VOLTS AND 21 MIN. VIA. FOR LON R 1, Kl, (T 0 5T, VOLTAa. OM CITY STANDAfW %M L-3, DETAIL H, EXTRA WNTROL R,Aa t _�� kll REZILIMT 2. 4M THE MORO KAXIC4M IWWATI SYSTEM 15 KAa MWAIION cotrRx CON ON WAR TIS MAP, WHE 15ALL VN� flE MA19 NNE qTcimp, mmwm amLt- MT NoT ai wo cwrAa AT DC q aO-X< Tt. RW= AM TAW AT, Kn 80 AIN THE Fali SI.YOR VALVE NRINS. LOOME THE MAXI- - WAR TW MAIN LINE AT A 4 V.i VMITICN. WM CABLE Mlmke NM AT TW pvr, - 4,ov foi LOCAlt VLL (7). =00K P05%7 0K 3. F MORE THAN. OW LIW 115 IN5TAIliiW MR TRM, PROVIDEti �x W, PAST NIMS 05(0,154 HORIZONTAL AW YERT16AL %FARATM 4: ALL PVC 6OLVEW AW V4sU 09 #111 PRIWR 15ADD 1WEADED VNIM-, FMARM ON MAIN LINE �MLY), MAIN INE 22 1/2 ELL f=LU& (PLAN, VIEW 15," VALVE. %wou 60 �EE PETAL 'N' VIS $HEET X., NIPPLE (T/T) 5, LANP_%AM AW IMOATION IHMVMtW5 WITHN THE INSTAUMON DETAIL V) DEVICATia) STREET RJ6W4P+4AY MAY REWIRE AN OM MAN MAIN UH PLAN VIEN PMMIT, ai%K H0 OITY MINMR3NO VEPARTWW FOfm R lMeM•LINE 6. *M OM MET CM ARE REMIRED TO IWALL VARIOW DR( A IR916ATION LINES ANPIOR HM, AU. 5TRMT FATCHIN5 H70INX .'Z IR 17 TW CITY R160t-OF-AAY 94ALL M IN AV_4RDAXE HTH CATY A— STAY ARP 5T-12 OR AS DIRMTED BY M ( ATY EWNMK gr A �A� MR Li yy.5� ALL IRRIOAT0 C*Ma HW$ (COff ROL AV C0400 Si WAM T. ALL IRRICTATION LATi 00 V*LL BE CLA% 200 PVC.% %/ U\/ Mhi021'C CONTROLYALYA Af V IF A LAT MAL LINE 6 LOCATED WIM A RARD 5111, W/>N BE 14 &AW -L SINSLE STRAW 4MM HK TAM AV Nir, AT 100iii INTMW46 AW Aiiii WAR IIE %+Evu 40 PVC is RE00w. ss Fm NOTES., IRRIsAIJON MAINLINE AT THE13 0�614M POSITION, $, NB lfflM 15 A. C� IN rllTW DIRECTION, ALL IRRICIATION CRUM sm my rammAns VeT L-2. NIAID LIDS LAWAR T#M 20%* IN DIAMM � L -ALL MNNLINrS IN55TALLED 5MI 5E TFMD AS PER 45* ll�E 6, A" N)W,C*WTt0NS WALL BE, WATERPROOF AND APPROVW DAWILL MAXfA6nW5 �PWIFIOAIIM AND 544 I,,. BE A PART L LM 17-LON ON ALL "�A= J01ft, Li SRkl BE WaM HTH CaV�M n#4*T BLOCKS IN ACCMME KTH MIAVAMPBS RVOMMEWATION AW X OF THE M3TALLATION 51015011`16ATIONS� 45 TEE 5Y THE R150?f-ATION AND -PAW VIREWOR. 55f LICES HILL NOT A6 oIRr;oTW PIRECTOP, ELEVATION '2, #U NIPPUr5 WALL W SCMDUS &0 PV65, ALL FITi BE ALi fti ART-OVEP BY M RECfEATION AW RMIRE PC 2. AL0RftH[N6 VMn* ShALL EE PER 611Y WALL BE OU 40 PV4, FMKS VIRMTOK Dt APPR SM CITY STAWARD %M 0 FOR nf4T R�XK PETAIL. I I , - "." USE OF A MIM SOX STANDARD %W L-2, MAIL$ DE, AND R q, A41 IRMOATM MAINLINES 2,Og 02aW IN VIAMM AM (1= LATERAL L I NE ALL IRRIOATION WMWL VALVE6 WALL BE M.A41M IN A "Tlr�, LSS MAU 8 E 56WEMLE 40 WO, IRRI67ATM MAINLRES 6REATER PORTLW CEKW C*rRM 05M FOR rdZZT IMSATION CONTROL VALVE WX AV VALVE 10 TA6.lfE TOP OF i. Rwim 2o foho sepARAT10 %vm ft -MM Tom 20 (50m) IN 01*M SIALL BE TITS PVC. WHWU 40 OR SL WALL K aM5 *5* AS flER APKICABLE: THE VALVE IBXSIALL BE 20 (50* BELOY4 PINI" ORAVE IN UF =OWL VALVES MMINE T04WERLINE) Ha MM TOM AffMDVW EWAL BY rtf WREATION AND PAF4Z VIREOTM Sk4l! UXATION, PIWASIOM Or- 5%TION 40 OF Tim STRVK�17 AM 20 (5OmW ABOVE FINISW ORAM IN KNM AREk M ONE VALVE 15 INSTAUM IN VC 10. MY AtV ALL C44AWM %KL DE A BY W RECREATION SPECIFICA11015 01 T GA LIFMIA DEPARTMENT "TIC FOL1.4"H$ VALVE 13O.E AW LIM: OR APPROVED WVAL MT W ABLE TO XnACE VALVE HTI'M mw PINSHM Woe bol (OBW OF TRAIGPORTATION, APPROVED (AIRRENT AM OMW A60EPTAKE, ANY MVIATION FOR M AV.ZPW 130XM AND PAW DIMTOR PRIOR TO IMPLIE1,41WATICK wITION. 7,�,77\7,,< IRRI&ATION M5 OR MWINO BOK It, ALL 4RRIOATM *TALLATION %04 BE IN A"MAWZ HT14 .......... ANP LIPS SELOW MST BE APPROVED 5Y THE RECREATION AW PAW i� ftRE POSSIBLE, L06ATE VALVM IN M PLANTER AREAS * O. Li SAWU NO 40WArwT 4. 1W*T ft.00�5 WALL BE Iii AT OWOM OP DIRZTOK CITY STANOMM, TW LATEST APPROVED EDITION OF THE LNIPMM liliw A64MM To (31Y %AIVARI�, DIRECTION (OMM M5), CKWX--.) OF VANITY Iia �A�,.KVWACTURMS REC4)MMEWATIM, SECTION �N 13 011416LV VAIAIM Ji FlW SERIES 14"Xiq" q. ALL IRRIOATION .'N� $T-I;� SM CALi WW5� WWiAl-i AtV PIPE MAO EWS� INSTALLATIM %IALL BE IN AVMAWZ MIN 20 OF M STAICAPD SPECIFICATIM, MV AS DIRECTED BY TW VOR %OIL FOR, Wfia WAKV OR CORWOATW VALiiiiiii WX ire DOLT DOM C4N4g-R, E (U CITY 6TANPAM5, IM LATEST A"ROVW EDITION OF T 45 WM, MANWACTUMS 915641,44MATi SIXTION AS DiWTW W 11E E RECVA110N RV fAW DIRECTOR Tff W -AM 5. Ha IW4AT 01iiiii ARE WED, T1 5I AND QUICK WWLeRz NP5 FRO SEXIES 10" F4UND 12. ALL MMMIAL M S+IALL BE 04 AW MEE FROM IHM�Mr,110*. Fk 20 a pe:sTAXDAfD 5Wj%AlloNs, AV AS DIREOTED BY Tie TYPE OF THE %OCAINS KST BE sh%V ON THE 4i6ATED VALVE Box J41TH MOLT DOM Wye MAXIKH VWT FOP4E: E)MM, AND TIE LOAD - I$, 6M APMWvW WMAPE AND TRRIC7ATION PLANS AW 1.15005 1AIMAL UW----- k4IRE, FULL max: t4m PRO smims 15"X20" Jjmw RECAFATION M FAM VIRMTOK FOR SM6,11716 MXL WM13ER, SIZE, WANTITY, MMIRACTURM X N' 2 MATIM WO& BEARN6 CAPACITY Of THE 601-L Io. ALL MA` PAL ISI? WALL W NEA AW HtM MOM MM -1S. WO WAR M MAIN MZTANSULAR VALVE BOX Iiiiii BOLT CyOkV WYC NO RE0504M, R,�a KWCOM WRM WMW AM TAPW AT 0n ALL C04METE TW46T BLOC K$ WALL BE IN 14. NO 01 SIT OR FIFIN5 MAY BE AILOYW MOt TW_ MAN LIW ACX�ANCE NTH TtE LATE5T AFFROi EDITION W MO AW. aWM %V41 BE AP12ROM OY TW_ WCREATION �,' W0.00 MWALi 4. INSTALLATION OP EXTRA MWATION. WNTROL HIM: AY TfE 4 MOCK LOWE KRM AT ME HTHIN IRRIOATION PM OR C0i LINE TRDO� Of 1w. XFORM FUMNO 0m mamlox cam a= To R5m wNwa VALVE 6 W FARK-5 PIMTOR MOR TO 114"4WATION. EXTRA LAArSOAW. MiSATION 9 M AM LW+f" 12. SM APPROVW % MULTIPLE LINE5 HIRE %KL Be A DiNmERW COLOR THM TW ONE M T OPMAM VALYM (ONE COLOR: FOR ALL VALVE AM 4 OW C04K fm 5pwIFIc. RM 045L", SIZE, WWi KWACTI)IM FOR ALL EM HIM) NO PWORMANCE IMIREMM. ...................... REVISIONS REVISIONS REVISIONS K Cl TY ON BAKERKSMELIJ CITY OF BAKERSRELD DETA.11-S FOR PIPING, TRENCHTNG, AND BACKFILL DETAILS FOR THRUST BLOCKS DETAILS FOR REMOTE CONTROL VALVES ------- - ------ ------ - -- - STANDARD STANDARD STANDARD PLAN NO, PLAN NO, PLAN NO 14 APPROVE Rctzxxxxx DATE L-2 SHT -A— OF _14- APPROVED RC H xxxxx L-5 sHT op 14 AITROWD RCL X.X. L-6 Ar/ ill., hix NFpw (T/T) N� s` tiELL (60 OR -z x LATMAL LIZ lwava TOP Cf W" 0 v PART MAX AW 40 6RAVE (lmyH FOR RILL alRaiB- .7 Z WK DO FV4 HipmE mr). VIJORT RE mwv. LAIVI &LIWI, y LARM-9&21us H962 (ftttom -m-gyn-bad) M&W ORAM --. r±2 Li %", w NO WPM fT/T) TRJPLC- %11* J01147 LA a. Utt, 141411- —1— OF A I 0,5ilillilli q. SM A"OVW UW%AMRRI*ATI0XLE&9M- �;OR $PECIPIC, MOM NIHEIM, SIZE, WAWIM KWAOTWZR5, ANV FMOWAZE REWRMM, FINI%EP OW4 IN n*F AREA6 "T161 ROM VAVE BOXNITH, BOLT V" i iZVM 05E. STAI � 56 NXT NUT AW KASHM, HEAT i�� ,4z)r ONTO LID OJIM WJPJM VALVE $TAIMI-55 STM aMP MICK51"ORT5 TRIPLE aHW�F JOINT 1LAN05CAFE FAMIr, 5/4t R(XK,10 16 rT, I- axlwaJAWww'! cl.r OF BAKER'SFIEELD LANDSCAPE AND IRRIGATION DETAILS FOR VARIOU'SIRRIGATION. HE ADS APPROVED RCI;XXXXX 1wrl'"ll REVISIONS: 'STANDARD PLAN NO. ww ypIF , I "wil Job No.: P2K219 liEngineer. DH Dote: 31512012 'Checked By If).( QgflFESS/a�� O RE. \A 04 uj REGISTERED CIVIL ENGINEER cr_ C 46515 Exp. 6--30--13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93,301 CA REVISIONS No. DA TE I DESCRIP TION A A Z I Cz� ONFORMED SET No S STANDARD IRRIGATION DETAiL AM m Aff AN 7.1-207 SHEET NO. IR --13 OF 125 # ## # # # # ## # # s # p�ESSI oNZt 423 3 184 14C... 0/- q� # ## # # # ! !1 # # # # 11 l 1 1 1 1 1 1 1 1 i R G S TEREED Cl ENGINEER C 46515 I if I I I ISEE SHEET L --2 SEE SHEET LA— # , # # # f # # # I I * Exp. 6--30-13 # # I ► # # # # # # # t # CITY OF BA KERSFI EL D # # # # # I I it I I I # i I t ! ! 1 1 } I I I I 1 1501 TR UX TUN A VENUE (� G ® rr mm rmm o mm swrr rew rs m m m ems N� mer m mm swm mm to= rmr ." mm am= mm mom mm aero mm am mm a '"m aew a ms mm mrm sm sera sm ra 'm aru rev um am arm rave mm mm mm emr mm mm rano mm e.rot mem � mrr .rr rm mm .ma emm # # # # , # # # # # # i { I t ! t BAKERSFIELD, CA 9.3301 1,1. ------------ McKEE OA / if I I I # 1E 1 1 1 1 _ _ (�.— —k—_.(_-J__t # # # I I # Was= mm .rm em.r rmm mm emr rmmo aer rom -- ------------ 1 ...... _ . _ . . . _......-... _..... _...•.. . � . _ _ ..� . _..._ . . . _._....._._.. _._..._,_ ...._.. ,_..... _....._ . _...._._.. _ . _..._ . , � .._ _ , ._._ . _.._ . . . ,_._ ...._ ..._.. � - � # -- _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ No. DA TE DESCRIPTION x `z 1 ...«. .. ® � .. ,.......vnee�-�e•i ..�wmmmmaw.... s �.._ __ ! _. ' ..._ __ �, " �� x � � � 1 ##�IAT 1 5 ## # gg .�...o oma.. IT m wLAJ.., w Q _ . _ .... . 4 _._ . _ _. P.. Q _ _ . ._ _ . ..... _ . �. a ; i -------- -J _ - _ _ _ _ _ - 1 f a �� 41 1 1 x.. M� �. w M m _..._ 3 S4r # # ! ! I # # I # 1 ! 1 I C 4 ._ f !1# # # ## # # # # ## O t f , IF Is48 it it< \z >< Zjl� f f !If # ! #! l # # # !# # j N N..�.,..e.,. ..�.....�....... � .,�..m.�.. ,. ,. ft � t � # f f 1 ! f 1 # f I �... # a_ mm r mm -m� 'm mrm _ rr f• f # AWL n ® mmtr. .rm rm mm mrw.r m.. mme— W mm— l a 1 i i LIJ IN dow I v 36 SCALE: 1`607 c� 1 I f �� f f► _. ___ ..f ° 1m� in —, McK SAD N 1 4 ( 4 I # n_ f Iy f i # a f� f f q4 tl o 4 $ ry Z\ U-1 V) 11t) cnn 0- U)1 �y f x i wM 1d � �..� � M�. � � ( f # THS S f TE PHASE 1 i 1 z Fo;NrOF EEOO�E��_.Mg w 1 1 f f K SEE E E�1 A R G E D P A N PfnsEz/Rfocnn SYStEACONNCfe l 3 # ( THIS) SHEET) '� (' SEESGNjE,jy�$nC OfA 41 tOP SN /Rl•/ EEf' @g S y 1 1 f # „r, H E {•�' T) � f` _. `. ,...,._.�,......mw..,.. G......",,,..M,.��9,..�• ,�.,.,.,..,.."..M1111\\\\� ".w...,,� ,...,....,. 3 ,.. ...,,...........,. ". � ................... �° � 1 �� f i �.! �i t�.., 4. -- — # PLAY FAIR DRIVE u�:. :''b' �.:,;p• '4.' �;a'` ( 'A; ?�` •. � .�.' �• . i•.; is �( '„ a" rt ."b., �. 1 . f•. t., b.",.K"".. �.�.. ....._ ....,.. 1 :a� ark•. 1•. ;5'e. 0 �1 •. .. o. •' .�1.5:: .�t •d �, st •sq. .Y �,.... ....�. .�� .,.. .,mss _.� _... ..�... ` 1 ( i 3} EY IO'/RR16A11pN/1fA/N GFUE E D/' RD / ..••�e N ® ( 4( ROM PH9SEJ S24 0 'F ' r 1 mrrm rmp mmf Ia4m �r m'Y� imr .... 1mM Hr{� — -. ... �. �.rR� fdm0 qrr I� .� .Hmr e®i — m1lM f161m /MSS 6m mm m �a mm mm err • mm mBr 1•� BrOm mr am� eimO�rmalf mm rra son rl® mm mm mm f r r mmr �m rl® m/r1 mm mar !mr rr mmm rm6m mmla mm rrWF e� rP�O �mI Am rmm mm mm mm mm 1 mar mm 11ar am Or mm o•YAr mm ®m mm i 1 .� .... ... ... .� .� �.... ...... ... �.. ..� �.. ... _ ._ ._ _ �. _ .� _. .�. ... ..� .�. .� �. �..... SGr rw MA Pa KE"Ar fX 6`/RR/GRT/ONMA/NC1NE O I / f � GOOPFORPN.4fE/ ^ x ( l EX/S7/NG fO"G/NE FROi/J 6OO51ER PU/rJP E SHEET LA -4 SEE SHEET LA -5 r 60 CONFORMED SET � — w , / , i z / t S1 PLAA I ------ 0 VERAL L IV I � ( o ,-- 'VERALL SIT -E PLAN 7.1-207 File Name.' Dona -10--2012 FINAL n: DN STATE FARM SPORTS VILLAGE .,� SHEET NO. fiCALIFORNIA Job No.: P2K219 En gin eer: DK OF BAKERSFIELDate: 3/5/2012 Checked By. -9001 ASHE ROAD LA -1 OF 125 0 1 2 3 I I. I I . . q,i0ESS/ak / qy� E. <61 , / ,.% . -4 ._� ,,, _____ ...... ...... ...... ...... —.—.—. ------ ...... —.—,—.—.—. - ;6k�g,X&A 313 /Z. CD i� rn w %J REGI��ERED CIVILOENGNtER cr_ C 46515 ;0 * Exp. 6-30-13 * . � I ,___� - - - - - - -------- - -------- - m kpl, IVI L IMI,�_,j4501&ZW �P'�A�..T 1 1501 TRUXTUN AVENUEsnows AOF Rorw BAKERSFIELD F/ELD TURF ,,� ,, CA 93301 C 'IN REVISIONS --;,., /,__.__,_,, %h %%I — /__ — — 7_1 1-1 �,,. =".,,,,_,M�. ,_ ---�.....-,--#VNWI-.-,V%VZ"7,,,m7,,,-,��-,,,,z7"1,%3�M-,,,Yxr.""rm, -,y ........... . . ,_!lp:!!!:!!!i!l!;;�� ... � ... `7�;;�; .7xm,-,",.Irl.""=..",""V"YY$M".�ll- I - %or .. . �� ...... ftmmmlmllm�44_...."A5,1f,�, 1 1 J11t�', ,,P� /, ,, * � ", /"7 , - , ..,". ,,\ .. 11-1 /\ . I.. _, 1=71, _,_""""_ � �,_//__ .. - / %� / �f " 0. DA TE DESCRIPTION �k ll-____� - - — - " "I I .� k� 11 'y "I I 11,, "I '�, ? t�. ,_ 1?1 , / \ .1"y ., 1121 , --_,, I I 1\ '' 11 - r__ - /7, \ 11,/�- I.,;\ $ I ,,`%.,,ll / `"m"-77_-- '- ; ,;L�. ;f lll.�I., / \ , — ;� �, ,� / i' "�?} .11 1� , � � 11 , �\ ---. I 11 \_ — 11 I,.,, � ; " / , . \. \ 1, ;:1 — � l/ 1. / %', \ ,, % \1 _,,.�, I I \ , % I/ \ , , %I ". 'I., \ / 11 �t \ / 11 ?/ '11, %. k %I / . - I _�. / It $ �,. � t,,, ;� %, / � / I - 17, I., - . 11, / iw % P_ I "I 11 / \ I '%%. 11 "I, I ,/ , — _211� I'll ?/ 11. .�, -JP . < x %. \ 1� . Ill/ \ ;,;' / ?� \ I / ,"Il. / `11,�., f� I ,. `,\ I/ ..tIll" ,`\ ,� J, ","k. ;/l, ,.,,%fl. / . 1 , -;l I , �. "., ; 4 , ".111, ,/' , ,- , I \ \1 11t:11 .—I'/ y` !;`, / G'., , 0 1 I , I \ / \ ,/' , 7- -,4. , , V� " I I I . J / �11 .1 .. .- 11 --, , -� , , . �r �/L 0 � .71--� �,, /, I -------- � - - \z \11. ;��z V.. - -_ \ ,,�/ -,,, ", " ..I. -1-1 " ...-I....1-�:', �,.e�,..�..,,,..,,,....-,.--,—.,_ .............................................,.................•........... I ...... . ........ - ,." .,.�W?�,,�.-l""..—.!�P.,,.i,....-"=...".,,.."", 0 ��.%, " 4w. I -7 . .... I 1� , ---,--,----. I..",-1111.1. �, ,l,-_1_ . illl:ll::!:! %: __�:� 1/11, /, \ . . �, iiii:ii::i:i .1.1.1.11.11, ....... - .1-11-1---, x.; ____ %t,t 11, ". \., — �,\,�. , I -11 - ?2�1-11-1^'***"*",*","",*,",l, I , % . -� / %:11 2 , , , " , , ,% " ,Z ... � ....................... 7"-� ... $ ", I ,_ , - ..� , , "I'll /", I ,. , , " I , I , , , / ". " .. . !, ". � ,�, " -.1.I.J....'..." ll�, �_ ...."..."..." '.Vt.-.%- �111_1_111. .I-,---, . .. ..... . %I'. , , -..*-.,.,, ,,,_,-,,,,_.,,,,,,,... I . , = . / I .1�.",�.,.,.-,.-.-.-.-,.-,.-.'. � " , , I �., � ,::,,,, ., ��,,, , 0 1 �� " " "** -!�..,�.-,.-.-,.-,.-.-.-.- , " � - ,,� -,� .. ........ .111-1f...",., � ...... _�,".".- ... 1� ` __ .,.", ,....................-, I .11 ...'........, ,`_..-,...._, ..'.......;', _l:l...l%l.l,%I ...... _., .............. `% I � ...-,,..�_ ,%,,.,,,,,r,,/,.,_,.,, - -1 . 11. --� . \ I .. s� 11 , I , , / $tv \ I / , i, , - - _.�,,,, f il � lk� I I? I`,,�. /; ,I ,%, I .", � "', 1, - �L. , � , \ " �%j � ,\ `,_,,,,,,,`, "' e I _._,.-ls,;.,_..l_______ .__,_-._________-,__....I-, . I (i), .�-.....-��....�.-I.I.-....,-,.-.-."..I.-I.-.,.----,.."-.-".- �,1%,,,'',.;,..,*.....11/ .II I .1 ", / � I ---, 11 I", .14� ?, Il \. z �, ,"/ 1: �� ... / /\%\,_,McKEE ROAD ,/,�/�\�.",\,I,"..„,%,,.,,,,,,-,,.I,.,,.,,,.,.,,,--.I..,I�I.-�.-.,-�-.-,-.-�l-,..'�..-1-1.1I.I..".I�\,It.,--"",......-.,.�,,,,,.-.-��,,-,,...,,,.,.,,,.I.,,,--,II—,��,�.�,_,-.,,.__....................&II....,..I.I..l..",.�...""."..�'...".....""-,”,..l. lr.l.....I..........."',...z/-,-____.11,'...."!......�,/,.,,_,.,,.__,..,,,::..../,1,.�, ll�,1 "I"f__,,,,,,_,�,�------ A'`",%�i?, %�\,\%,,;1�...\i/ "I.,t,1-,I,,I,/./�,�-��,�....."'.......,...�.......--�lll.,-,..-.-,.,.-.,-.-.,-11�-I.-I.1-11I.-I'll-"....,.".--".-,-..-"",,"-,-"'-"-.�"'-----"'-�.,-,-.,-,-�.,.-,-V-.-,.,---,---..-,..-I,---",--I......,l-1,_-_l._.,l1_1__l__l.11.",*__-_ll____-1,_,l,_1ll.....1--14.,-.1.._-.1-11-11-1.11„,�.....�...I�,,�1-11.-.-,-"-�1-11-1�1.1.1-.,-.,.",I/�\,I'l,�� 3 // J"'ll„,"":i......`�-'..,1--l.---",.-�--.,-"-.-"-,,",..,,�-�,,,�..,��,,,,..-,..---.-,--"-.-,I.......I-I.-,..:.--11.-.111,,I-,-.1.1-1,111-11--_111,11�"'1,/�„--,-0,11�4.”"s:/,/P�\,.;!�P\/m "I I;,lil, §�/,\ .,;"\::11%,.,./\;,"I'll,�11,I11,,I " Z .1 I \ 111� I ,� , ,�t "'d 1�1; k / ., �"II , " , / �, �ll, ,.t1I "I .1,I �i.,?,1. ? -� �� ol "I" "I, 11 \ � � %� �, /+ 40 "i t� / 11 11 / 11 % � I � .- / 1\ ,�,,, � / ', 1* . I ".. $� .1 � k .� 1., � � 11,� ” .� �� 11 11 "I /` , 1-1 �� \ / , ?`�,,, `�, I I ;e ,,, 11. �%I-11I-It'-,---,.,-.,.,-,.1.1--l-.,.-,,...,.lI-.1-I.-I.I."-.--".-.-...-.,-,."l.-..,..,�,--"......-,.-...---..-----....,.-,.--..---.1.-......---.-------,__-_^,!�-.,..-..:,_..,'......_."g�-V!"...".".......,.-,,,,,z,�.,..,...:`:"��,",�..'..,../I,.-I"I-.11I��/. 1 % 1."/ \"' 11, ,/\ "-, -Ld I., / "� % / ,I 1% /�,�, :� / \. \ / \ -� / �, %-, 4 � I, ) -,,; 1. ;:;� , , 11 �, 'I'll / 1% :1 I ,t�. \1 1;1% "II �, �tl �, "I " 1 11 `, I, .., "I ;,� / , ,il *// \,,I f � I "t, $.;, \ .1 ; , - j�__ ,,�, \ / 1� ll��// ,"" \ �%, -,/ ,l/ ,I�, 1� �, ",4 z., qNp5e, q,p, r Nori �5, -F__,,, ,.,, ,-.,�%..,,`�,,�.,�l(.4%.,,-.,lll._.__lll,--,....."ll......��.�.%%%-".",,.'-,.......,..,-..,,...,�'...�...„-__,-,,.,_��__-,.",�.,,.,�..,�.'-�.,,.�----,-,,....,.,...",,�,,,,....,,,�,-'-.,.-'11,:%...--l"ll.”._,_.:,-�..,..,..,..",.?-.".�",.,...11,11111,_...,.,,\s........-,�,�...................__...,................................�.�.,......,',,.,....,.,�.,.,'...................„-..%.,.,-,.--,,,,.......�"...,..�'..,,,..........,,...,.:...."',"ll”?`.\/I ,�I,.'........,.......%...."....,.�.�'...........I"--..,.,.,�,, , I, , I, $ _ � , " , ,; �� ( 4 i, ,#44 sqms5 ,4NP aRozjNpeovAFR5 5A,wu Nor s,r pmNr,F,p0 1-.1-.11..1-......11-1111,%l%___llIz� I/ -II-111,11--,t�_,,_.,.___.,_......__,� 11,11111-__ I, " i, "v!,,,,l___,,_______,_ -� I I � " 1. , ".2 ,\ -11 ..llll:� _,"'.."", .... . �,,_,,,!,,,� ,.r W ........ ...... -11,11--l'I'll....","...-""",-,-,-,-,---,- -I---, ___ _.,_,_%:,,_l�-:1 1111.1-- 11 - Z. , """'".. ,,., I" ,,.,� " ,.Z.1-1-1-1- 1_.�, , --1-1-1-11.2, - ....... -111.�1.111-1--l-II-Il.-I."'llI _.",",", ', .........?1P/.(,"_�/s,;. ?\"/\*11�, ,1 ,,;�.,�I., I/AI"$1�//,\qqftmI/.v,,.,_,_,_.____._ .. . . ......... �"...",�il-11,11111,111-",",-1111",'I ....... . ...... ;�! . ..... ____,__.__,____,,,_� ____,___J_ ____,,,,__,____,___-,_,p ",..,.."".,,,,,.'�;.,�,/"""",.,""-."Ill""-""�-.111I --- I " , /. __ , ,:`�/1.�"......,i,1��,�,004/1111It///�Z.....#�rZe'l",/�",,I.-I'll�'Irl"---"--,-,--,,-l---.-..---\�;\--Il"C4 / F'\\054 FR r#� qN 2 4/ ROIN / 9NY #i qRP54A?PA F AJR� r,44 F:�,`.11,,�I`I;,/I.%. / 4ii/\`x/\41;/./,,\//./,/(I\//\/,�2- IN &4 5#R4JN t#NP i:�RWNPCOVAFR ?qRhX5 RPP4Y /-,7121 IXFR ,\�//\//%;�t.\,./I,"",.,,,.,",,___,_,_______,_,,_,-,,,,,.....,,�......�.........-,-.,,,.,---�,:�llllll_l_._.-lt1.'\��I,,"-,�.____,�,!;��>_,_,__...,,___.114>,-.,,,L_,-_,__,,�__,______),4!,s,_,_,",,;� , N AIR*11O�r RAFP4100P 141lq4K 01�A-1,11,_,"i_,,,,___,,___-..__---.,,,,,.,,,:,.,__,,_,,_,..__........1.I,.,..-:X__:..�....�,,__,-,,,L--_- \/%:,„,."/",/*,,,�-.\\"I",�.,,;";I,?11./,"',/I.%PI.../\,%',/",I 1,�-.......----,----,-",-,,I./J,?I\I //-I;,,.I;;"i�/It'.;111%\l.��.,. 4,t,/\/1%;.%11�/1111%\/„,1/1`11:1/�.�,,,4(11.i\"I%%oNmweroR 51-IR44 5amrsilifpw ro all/ roR tippRowt :2\/!��-I/ll/%,%��,,-�%--.-�r.1,/11 �/\11 ,'I�,%%�I%.,!,\1�1%; I".,I'It, t� . .1.11. ll�I/,," 4 I. / %./ "I 1 .%�, ,ii"', ,;/ / % .11.... � ,�, f / . ,; Ile /, �z "I / / *%, � In I 1`,%�, / \ / \ l/ \ 1 I %% 11 .”, � I ,:, I "1� ,� t% /A .,^ )PRIOR ro ,IPP4 /e,#rION- . ,. , * I %,- � /,"Ik", ?1_111I\ .�111% ,;I/It , ,,$4 lk,� ,��1%t;., //\ ', \ / .,�. / l/„,,/11% �f,;t�` /�,�%� I ../"I 4 �\'. /�". 41:I',' - �, \ I " ', \ llll� ,.!, , I / %I .,/ ,T_ - , ,- 'I, 4t ,\ ,;f, I " - 4-� ., �, I , ,%. .,) aft_- , I. , � , ” / I / �,'I - % � e - ; I.� .� , \ ,m - - -� 3-, ,44 4 C4 4 FXR1 qNCj F P� qr,# ,P, FR Cl7Y OF A qX FR5o rZ FU R � TLO I � , � ,�- -,,,�,, $� , , % ,, ",",, ” *11-I-,1,r.4� , *, �`", "-`�. �11*1?,� ,- � I . , /-.,.. V. �,.,,��.�."",.�.ArL...........I__,,__,l.rIlI__-,,-1.......��!...................................,"'..""I.I...."...."".-.........---,,-,--�,."""..:..�:91"�"",",,--,,--,-""11-11'll""..*'��""....,-.;,,.,*�*,,,,"�""".".,""�.11.11-,��"-/"--.----,.,,,,,.k,,�f"."____I"I'l""-.-.-.-.��-111.-.-,......".( ",II.,, ., % -.�:__._,____I_1_.,.%____,,___,_,,,,,,_,,.,.,,...";.........11--------------"I................),,.,�.,,,,...,.,.........,..,......,..,..,.,.,�......,..,.,.....,...,:.,-,I....-_,__.11117�1..:�,_�,,,�,,.........._,.'_.__l__l,'lI-.,I,,,,.,.",/\Il\/,��.,,_,,.,._,_,.._,,_,_._III-I-1""""",I�,/\.�.,I/$�/Im.,/lk/%,/1111../)t%�"/\i�1$/,�,,/- ,44 4 Ml � 5 75 P4 AN r, FP a //NIN 5 / OA - ANY A (WRP564P4 F A 6 4 A F194 FN r"IP�)1,/„,.\,"\p/\,../,","",-.-.,�-.."I."..,"".:�."..."..".--.I/-......................-111-11....-..".l.".".-."...".,".�".'."�.,-.,.,.,.......1111__,________...I__,......x�.."IpmNrIN,57 s,r,#N.pga5 RNP axpalmr,5- 1 -""�.,.,.",�.�"..",.""-"�,,,._.,,,��,_.-_,.-_,-_%................._-.11....1........,..,,,.,,.,.,..,,..,--..,-,..,.--,-,-�,,,i-.*,-.,I ...""..,...�.'..,�......��:,.,,.,,,,,z,,.%,,,,-- -I,,e.,,I;�..._,,,-__I-.".."I"..”...:z2�..:�_A,_,_....-,$�11.:.,�"I"I,""I%��1�,&I"� �,I.It11�I , /%%,; ,�\ ,�", � /klll�1N � �\��"'%^,,__,,____,,_,,,/, li,\I,t.,,__N_,,,..I"I"*""""-"'"-"---,-*--"-11\7,,,,I,;1,,"'.,l"',./I .1 / / % \� 4 t, I 11 11. "I, 1� / I,. ",I, ;, ,� / ? I'll , 11 I \ ,\ ... % ., � , I, . - - I/ 11 t*,-.� I" 11 , ,:� � \ ; 1. " (r / / \ , / I * f�; 5#w 4 6 R, FeA rIvA F R 4 INk 9R Roorswm, rR Pj rR 5PA Felt x qrIoN5 0,1:11111N.11%If ::::� 1 1 1Vll%;l,.,"",,;,�4.,j I j J V11ft Of 30// P ,6P r#) ,,.-....,.---,�,,.-.,...-.,�,",-,,,,,,.,,-,.,-,..,,".-1.��.......',.,,L.,..,..._,.,__.,,..,_1-1.%--.-.�-,-----,.�.I.-I-.."...,-,ll._lI-.___,_____,_..I �,� \ .,, 4:, ,�/ ,�w.".",.,.,1.11.11�",%%--_11,Ik /I.--;� \/\,\/ ,._.,_.__,._\ %��„,,/ t&I——��,,,X,�1_11___l__,�:]!1.1”....I-I,I'lll,_.IIl..X„-..-,,.,,,,...,.....,..,.-1-,-.-.I..........-.,.,u,r,_,,"..,�* '�',-----,,-,,,-,.,..,"��,!.,.�..,,...,,.,--- 1/I,� 11/�%III 1, 4* ”, .-"I N/i, \ ;, � .11 I . . NljRZf4FR Or PtINA Fl, 5 Pj FR XWNUA R -CMR, FR5 RA FCORNA MMrION5,1 4; �., "'" \I�,,"W.I�t,, ,,I ",,\11/.,IsI,.....l..l.., ��-ll................,,l,,-.__.__..�.'l.-........".'-%,".,%,..-,.,-,'�/1-1".-.I I'll ,�� ..\ ...,..- ,_,`_%,�/ , ,� ...... ,,"*/.w-1-1 ...... -1-1---,.,---.,--..-,%- -1-1- I",.k1.,.,/1,,II1,1.11,�111"I.111�I'.II�\I,..........__,,".-,,.,,-...,,,.,�,�.........;4 ...-....-.1-11...-'-,_,_,_,,.,__.It / ...,-,.,.1�.. $ " �, \ / .1 ..............."..." .......__,_/ 1.�.,�.11�-.."."�11.11--l.l.,--,-""�,�? -'t-0 � , - - l -.__._l__--__-, .. .... _..... .-.1117--.1-1... .... ,l��____-________-__________�,;,, I -"' _,,,_,* ... . ... "I'l�"-l�11.11�1.1-11-11,11-11,11. / ",-\,\. ,14 ", , ----,---,,-.It� " �;........%1_1.......y.-_..-.-_./... , .II.... -I -"i,",","", I1;\;.-,,11/;11IIIi�%;,'t/\\,/I,,\/;(t%,/:f..)f`tk/k.ll\\,�i;,\1,:/,5. /F IIMMK5 INr,FRr,FR,F 411rl-1 Mh�F OR 51-1R419)PMA1r1A1a,i%14�\..\�,/��"I1,",e\I1/�,/-"I"";�,-, "\,�,",",'I''",1,", r,q,F P4,iNrs ,#R,F roAoy, F ) P4 ,4N r, cp 4r r#, F PIRA Fer1oN or ,,-,�I___-___-__ll___l__,,,:�,_____,____--,--."--_-_,,.__-_,,I--------1-11,,',,___I____-----I"I-1-1-111-111.--,,,,..,--,,-,,��,,,,,--,,-"---"-,I_111,11,11,z'Jl_'_,�,�,I$��-I�It�%A",�../%,,f/.%%,,....":2IIl";,,�,��,__-_,,,;,\/I/" I�,,.;t / 11 -,,., �i ,, , I,,?.I �,,, . ,�� \ I ii � I., ,,,� e \ / ;, ,"% e ( v, , , , I ,-, ",� ,�\ , , \ . 1* , ` , � *,I.I^,�-./�11,"`,,1, ?. ,"I _,/, I / �1,1,-...l..l.l./,.......,�, ,./��./'"'-\..%.I,I 0I.;�t�,�,�!%,I."��P -00"''K" !:._...........*,.,,,,,*,__,,.."„,,,"',I”,�___,__ 1--l'I'"-%-..-..:-..�,�-.-.",..,."--.-%�,.,--"\ r1-1, F 4 FN, 9INh � FR `.,/,\��%P,/!�I11,II\1,II�11,, ,"II/, !\,,!-,�z�",.,I'll.......,:1 I/1 1I/ ,".".,-,/".................:::_,��llt.�....�,�,111111--111111__11111111��_1111,11-11XIII-1111,-._,,e,,,__.....:_%", 1_1111_11�_.%__l,ll_,__,/„,-,,..,,,,_,%w,.....„,II- ,\ /, ”. .i� \ ..... _* ..... "', ( A,�"I .. I�/ , "I'lI..".'..".1"I.-......................,.,...,,,,-.,-,4�"%.".....",..",.".,*��.-�....._.,_,."112-..,.%_,.,__.\,."-."-"%.�",".-.".-�...._,,._,.,1l"�,"."%,,.,.�l.-,-I.,-"�,A%!�.\,....--\�I�;.%.�I.,�,11/11,I..I__-.1......—.1--le�?...._____l,,.,,.,,_.,�.,..__,,.,..,....,.,,7\/`?/i-,,1I\,//�.;s;�,�1,-�,�/1I"\%,**��,I",;,��I-—\,,,-1%;,/�d—,-,--,,/,�,.,,�"A\,."u,--"""-""'ll'-"","-,-,--,-,- 7,,,�4,—I",.."________,__,_l,l,l_lll4_"/ 419N,It��1--ll--"":�:111"---,-.-".-"--,l__,,____,---,-,-"""�l""-"-,-,""-----,-".",,:""�!",�..........,_,,,,__.,__.,,.........11111,,,,l,11-:..........:,_;,,_,,_,1_11.� 4��AFNP,o111111l...........,.................l`?_____,______11----,—""",�.-I'"",----,---,"l11_111�...........I——-1111-11-11--,,x--,.--P/I\//r5V144,#ArI/.e,.,1��f///1\//""';(3)�11\,iI/Ix�,.,I-—11...�,,,%..11--l-11-11-_t:1�II�,./11�3: %Ir/.",I/,...............__,..,l_,__;:!1,/""'///./\II",�/,�."/�.,/\\.,1,P,$1��l4/,�- "..,.....,""�...I....."1.1-,,��_,,__............ .........1-111.1.......��,._........_,._...,..11.4,1-11,11l._l_,,,,,-,-.,,%...�.%.,...../.�"--,.",,",,."p......�"",.%",,"..�,�..�-,,,,,.".,,."..%,"�;"l,___.__l.-_l.l.....I....�/_-�/,.�/"I!,,z\�I?."*,-,,,,,,-,,.,-,I-,��..�,,.,.,...,,.----_I_____II....-�,..........I.-.,,,_...,...,.,-.,,,,-,,,__ll�.......-,rRi�57 4,Fa,FNP.vl...l,"..'�,..z..,,,.------,.-�.-l'�.......-N1VAF 51z4F A9rY,- COMMAFNr5 <�.""%,I-.,.�,-,,11,�z�.,-.,,,�,,....",.11.I...'..,��l..""..,...�"."..,.,".��,I.I.I.�1..111.1-1.1-I---,-�.�";�.�...��.",.�.�..,-�".�.""."",--",-I_,_,,,,,,,,,..\"I'l,"111M,"',",""',........I...„,,,I.,.,.,-.".L,/,�,-`,---"”&,��/I,,-,-0-'..,,�PMAIMAIMS RM_61000 24w040,Y\1/"I�%',.1".1,I1%..,-%t��I/I�%\1./I,1/�t.."..".1........Ii,,11/,///1,%/\\II1II,%.�,**.4,44MORNM .fY4#X0R,FI//;�11�'.-111I<I-�,fl..��1/,z.0,��/..s%...e�,,,�_1.,"./",,,f,_I0000./....-..,-.,-,..,\�I.,,,,.„/.'.\1,I,�,//,/.,."-1_,,,,,_,.-,_.",....,.....,,.........,,.,.,l,,.,,._,__,__,,_,-,-0'.5/......11.11,,�.,...1-1111�__,__1..........I-%-�1,1-----,-�,,�.�.:,��.,.,,,...�......._11.11____.11l.-:%__,_,�.,,,�....."t%"fx��\/I11�,\',11.II,/_l%___l%,I,,.,,l,,..".-�..",,/-....""".-.I.I..".,.,-."".,�___.1"..��,.�y.,��.�-".��.",,.,"t,t�,"�,/%�`,�/)0/%,,�$//��I„,��,/,,.,,\I'l,%I"/-"/,/I\,,,I.-�,,,,,,%I”�,/�"",I,,�_,.._...”.�;11L,.--"--,----,-%-,—�,ffi�.,--\.1111-.-.-;zNz,%`�,k/v.,,,,.--.1.11.1......,...........1,....-.-I--,--11--.111--",,D,%*\._-3.%"'\��,fk��.1�,111..,.,-."..!:�',%....%.P,.,.�..-.�.-,-------"-,,��„',,.,.,,�-,--,,...,..,_,,�Z,,�,�-,...I.I..",\...,.",..-"-,.-.--,.--,11:,1,,____,,,.,'ll.......,_,__l.l__�__ll-._,__l-___-l�I!”.,--,-,..�"l.�-1-----.------,--,.,...,....,�.��_,.-__,-,,-.,.\10,:-,,",�,�,/\`%/\//"/-.,,11ll�0I..,$,,�\/I1,?;�11/�1%/ll.��11,��,,1,1/\;r1��'s,".".;,/��`,`,�\pI/.1�;/�\1,��:itC14/.*��,/,�I/%I,/ 1�;�\IPOANWS NIMI Iftl4f 241"AMI?I\"I".;��l1.?,�IP,11t'k."�,1/,t.�II�/I�;,"I"%, �!,�.-,.�004900/.1I.'k",\$0I'l"I\%.�I��,;i�\11*1/41I4010,40YAWMAR,/"/,,�\e%I/,%',/*It:...,,�".",%;t��/,"!,I,I.",�1;'"I,\I�,�......"-�,",,".....1-'l_.'._'_l.'l__l;"'..�.................................-,,,,,,-","-1,I.\/I-,11,,",.%,%$e,,-\�.z-�..,"I,-,",1.1,11.1-1.1--'.1...../_.-�--.4-1�-�,--1111-ll-,-,.,�.."."I......-,,,,,----,,".,.I,--."..,--�-�",-,��,.,,-,,�"-,r ),I�",,�t�,,._,,.,__.,..........._%,%,.",,,I,�I"s,-,,lL________,,%,.-,,��.I.-Ill""I'll-ll-I'---,-"-"-,,;,,��...............------.,"-��--l""I'-----"",,--,;„-,,.l.__',"Ill'I.I'll,��.!.�411-11111---,--,--„��,z------1--l'�I'll-l'I'll""II.""",,),/.......-,—d-11,11"Z11-11,---II11114,-,I......-1.4"11-111-11...�........-,-,,:...„�,.,,,�,,'ll..1_111111;�1111111,.,�,,......____1_1_1_1111�I1-111-111,.-.�......,%".........."4�""I.-........-_.,..z........:"-,::"",:"":",,:""":"”:...........�.................._111-1-111.1-1I.....%,_,,.,,_,�,t,%-,,,-.$-1:11.-1e.y._"..._%,",...__I/............._�,.........I.�- .-,l"-___-__,l...%-I.....,--------I----I.,CI”,.................................��,,-"::"",.,.,""�,,"�"-,.',�P,I�,1I/,,'"11/,;"%�..,"',�,%,>/l,��?,,"',\�\1;/It.I"I11��/I�\I�;,1III/,%,11,,�,.t�/I\"/'r/�,\1.i�I,�,.,t%%,.�;,111t1''4�/%i";:.I,�:,��,�/�",\I/��"/11i/1�),,l�0"II./\I�\�%I11�1.�.,1�-��,\,11./"'I%/I',,I,/-��PUWVS e#RY5V4,F01S 2## 040,r�"I.,liluj0-K/I,.�/e0.�It,11"$11"'./1l,\t,/`%�k�4f-�/%,\1�/,��,,11,,%\*ICANYON 4AW OWKI(1)-\,.,Ii��I!"��,,%%�l\�,,\./I\\\\\el,,,,/lr,04000/I/..i�\/�,/,%�,I,;1111..."',�,095,"",�%./"/I�/I,(1),�"f,Zl__l.._.,,,Z.....____,->,—...>-,."'"11„��"\"(),,",e"�",,,/,�,,-I,,v,.1111>1.1—,11—I-—_, ,„%,�-�..��'9III ,..,„%,�/,�Ii�-�,,Z__-"„�,�_11_11__l___lll_l_,,:,,,_,"1--.1.11,11,111,1111-11......."',.>.......11lz,,,,.____��Ill>11�.,>.,,,�;,..'�---.:.,...,"��,,„_„,,,;,,,_,_,,-,,_,,,),4...___��.,..—�.-�,--->,—�""/"",--�-1-111,�,,�-11.....y"I'll,_1l----—_A,J`�.%:,"111t%'t:”,I\1I.I--:_--�-�,,............!,---"/�,,�"%/;f/,,,Ii11,)",11,�\,��,�::�C./,,*�,.,I,kI7",",",""I?",.�,,:t-tIT%1.I. ,�,,'k.\0\11d,e�,%?",�,.%�:,,�1.,$%;//�/�,/i,el,�!"I,:I"/�,t%t'?.1�-1$1�.II11.%, I?1,%\'ll\�/N�$1.%k.j\I1��,%��"I,111I,%,.%.11"\\If11.\1�I//111.%11.11//��;�1,�I$;,1%.,11;\/?"ll�,311;/.�,1p . V.0)�/?I%.,%\,,�\*11.,�o"'/1,II/.1"'t,I.�,��1.$�,k.,� ;�/"I.,/11"�,,1,11%I/\\l\/'IN,�I,III.II?I5AIR4195 44FaAFNP.f \'..III,„,,��%jk/Illi.,\/\�,*-,,/,.-I---,”-__,.3:-;�I,%,1..�"�,tII�,`�,I.\,I/,,.__,`,,,,/"I,),\I/�,/",;_I/I"Il�,k,g",.y�f..4_,.�,",�",.-I-,--,�I"„:,.....IIII..l.”...1-1.1-........-1-1.......-..,,�"".",....,..,................-�„--,.-I----,........,':�,.......�.........__-,lI-.II,..,.,...."...".."1.,-,.._,_-,,,___,_,,,_,_,.1"I.,.",."".."."",.II1-11.1l.I.II,.".,,",.:,wl.',.l......".-"",.,"..'ll,�...",--',-1._111I.I-l"'."-,,_-.,,,__--.I,— ":!�,�,z.,.,v”""e"......".,.k'.../,.-"....",,.........I___,,,,._,___,,.,,._...,,,,,.,.,......___,",�.�...",.........u,�,*I,__,,,_l-,,Xl,,______,4�,,,'.4"..��,�ll,""--".--",�,,�,�itl.,.�.",�.-,-.."�,-".I.I."I.....�,1_1.,,_,__.".111,-1;......_,..,f.,.."...-"-,-.-"�".,-..-",-,.�.-Ii........>.,1%I-.,,,.._lIl..,....................-�,-,.%............�....%...........%...11...I-I--,.,�-.,-.�.I./��,.".::,:.',..,-I,",.l,_,�.....%-,,,,.___.......%,..,-�.-,�.',",:",.�........�,,-,,-,,,,.,-."l.-I.Y,..�,��,I",,/AW-CeRWRISI all/, & #41000011II.,/X,11.�:ttl^%It"/,-,./.1�,"%�,�,--�,l�,"",_,"....___,,_`,,,_,,�OW Cf#rfRCI�%,,,I/",","A1441MR1$ WWARRSI/,1,�/e.r��\I/.1,;11",;f.f1/1I/,\""1�\I/;,`,,\rAVINAFAVAMIRr' e0Y0rh',rRV5#11I1`111,IV)J0>"I,,I�0el-,�/1;11\,�.,"7'^/1%;pk1//1;.NI:�;:,,�I?,..".:,.,,:::__,I-,%........._��--,,,...,,�,I.....................................,�\/',I�1�1A',�/,%I�,//,\,",..;\,,%�,0,;/./1,../".II!',.,§*.i,,:�,;11%./'1%/10000�,,IP��,.�.\\\C_,�%%.?.�,�,11�/%/$11I.".�,,?"t,\"%;,RIM ,rvkR$r,fR,QX9rMrR Rfa AR19fs.�\I/�\I�I..,"",/�I,�./\�,./1,11,/",/A--- a-,\/`,/1%%-,I/l/�,A\-�"�.eI,(�DC,4MINWAR,05775WAR4 MRSWI 5 444 & 30" 40AI .,FlVr.R�".,/I,,/I.,/"/",//I_111____-__l----- I/4WISOCCIPRwIfIlls A5 614 0000I..,,„.............,..1lqi.l_l...l."1.1-1-1Z.-I/„-.--,,.,-,,-,�_._.'.11-.-/...1111.1-1.--,t",�",.--""""..--.,..",I-,-,.",-,,-.".-.."�,.,,,,,.,.,.,,...-....I..______/"I______l_.____'?lI�,�,W/%,�,"?,,1APOMM R0000)/�\I,�'g,",-�It,�,",Cn\_...__,_"I".,I1//........",***""-""",,-","-"""-",,1/.�`�,�.\/,,/,"'I%�,"//\,/,%,k,%,-,/III""'s1-"%",:I,,.�4,.,,,.,_,__11111�/,I-...%,,��,�.!,,..,.,,.-,-,-,,,.,,,,,,.-,,,,,..,,,,,,.,....-.,---.-.��,�,�-1--l.l.I.,..-.,...,."",,.".".....,..�"..%,..�,�,.-,,-,.,-,--.,--..,...,.,.�,.,..::.%.".��:�..",.,..,...,.".....I11--l'I'--",.".,--"�.,:��..........,,,-,,--.,--.-.-,-,,..,.,..,.,%%.,,,,�.'.','...,.,.,,-....�.--,--,-�__��2,-I.,"",_'"I-,/,l-1,`l`.11,../".'..".�"....,.Ae.l..,....,...,.,.',�-.11.11.1�l.,-.-,...%".,-,-,�-�-,-�%-",-",%-,--"%—,�I.....11,`-1,%,_,_,,,.,_,lI_X.--,--..�:4.1_,-.-,.,__,,%,_,-1.......,,A.,,\,�""\.�,.,�\..".-"11....../..�....................._,-...�,1,.-l,I._.,...,_11�,,._.,1-1111-- �e//\041/.,I$.\�*..�",$1I/\;r",;/:�"ll1,\.4'%i%l�j,I11lk.lk.;,�.�..�,,,",11(I..II��,.;�,\�.;,....%/I/,;vl;11��ll�,N�/%\1�,/,��".",/I\�,lIll,/�/�:I/\,/I-*�,.I,CRFOIN467 1091WONN>,/i",:��%/\,.,,,�,"t.I,,,f"I".I,",�,./"..?_1___,,,:___„--,"—I---_-__,,:,"�'.4,�.I_,,,-�I"/,;,ptI�I`�,`��,-"I;f-%,,-,:...............-_:`,,__/-,__,,,,,z______l,z.........,,-,.*1111-y_111-1/14-1-111,..........-- ,�,,,_`.,,,,.f......:-,..".1111,11,1111-1111-I."s,”,�-----I-"I,--",--"-,-----11-111-11,�,;",-,'I........_\-1,,___ll_,l_l,,__,0L_,_'.11�I��%.$`I�I".,�\,I.?..,P�.,/"/il11I/,*",".I;%.,,�p11-\/\t:../�i�,%��",e/OR ORfI�,\AfAY,L"l/t,"�\_1-1111111.1��....�,'�".,�.....-..%".".."-�......",--.--.-L.-I%-,�---l.."""l,'Y----,.,-�..�-I'l.-I......-,................_,____`11�,__,,______,11-----,--„,p�"/f/0000L_�,`�/%��"'",,Z\,\INW1,FNAOM RlahMf I.OW & 30" iON eFNITR,?/...''.!,.1s,�f.`„,",/0a-.....�............../:.................................................�.............�:I.I�..11.1-1."'..--l...".."1,.11A,.-..I-.,%./.../;„,,`,`,_,__,.-,.,_,_."..%".�."...-.-,-,.,.-."",,��-.,.,,...,.,...�...",.,,___,..___ll_.-/,---.,-,..,.,..,..,,.r'",.-,...,-,,..,��,�.,.-,-.,--'....,-,.,.,..,,,_,"',-Y.-...%".,�.II�ll..�l%.-""",?.%,Ln.;11//'t%�1"I\P111.111,I/,/I,.��",11,//.;,;/":�-l//1�/,"","1/,11".'.,,.,...........%_l._lll,%.l,..",t,""I"-�I/I�"el/�,,�4\/„,///�\I%;,./--.--,"x",$,.".,.,1'�........."".-1:11'..."";,",".,--.-,-,.%",.,---�-Il-`,/:,_,._,,z,.,-,,....".__._'l,lll.,.....Z._,._..,,._,.___")„.�.,-,,...,�,.,.:...I...,.”..,_,-�_%:,.'I",......._,lIl%_lZ,,�,_,,,...i,._,____..”.11.�,11-I'l.-�--.-"".-"-,""�-.-"""..-,..-"-"��,�,,--.Y,-.,",,I—,—_"4-,. .,----�,e�---,,--,-,--,,—,,I��,—,,-,,---,-'I�:— �,,,,L_,_ ,I, '"��l___ll_4_11____" I—-,- ., , ,/-,.. —.,T_ /. tI, /,\ "I'll,', �11,�,\ \% ff, I!: / ,"', / %,, / '%,' "I .1% I/' ",*-,,,, `I; LGJ L -Girl- I. ;� 11 I? � " — IIm ", ./ " ", �� %; / / "I'll / / \ "I" I I I—'7)'7---_4�- ,,,z , t. ", \ / -", ;� \ ;, ", P, \ A �/, \ \ 1/ % ? / #4" � ( __ CONFORMED S.,,,,--,,—".—I1,-Ir-----,—,-,,!.--::Z:,_.,-,K_,-I---'.%_,",��__..","j"I I I ______,,,____,,,,_ II-�11J, , � �- I 1 /', 1 '14 \ "I —��1I/1\;,---,_-L---—-tL".:,--2--`L-;------,-,---:-1�-1_,t_-"----__�I_-."_____,l...�,,,,"..........�_,,_,__,_,...............�.....................,_,K......._11LI1,11-11,..............i�-111,111,11,-,r""—,,-111-11-11,�--_1_11__�11111_1_1�,,I,�.:(/�\':�............"Ill-1-11.,-"-",,�"""--�,��,--",�-111,111,111,11-,,,,-,,-�,/-,�11--l-l-l�1111-111-_11_1111.�111_1111111.............�...........__,,L;ll__....................11,----:.......7...........�t-,,-,,-,?�,1�/1I'll%;l/4,%',"1�/.#%/;I,,k,t%I�-,,\-,/�,I\/"I1$�,,,,:%,I."%..%,�/1t�ET ,��I,,I./,,,-.-,-,--,-,,--",_11,11-II-Ill"'f'.1-1--1.'r,-."....."."ll-,_�-V ;;D I Jq",",�I.,,%`�,-,��,',-�-1111-11-111,11--l""",,-,,,,,-,-,�l�........_____/A, [Z;7,A,,�................��............__,_,___,,__.-,,_,�;�..............111,11-11,111,11-11,''"',I"I,,4:,/11,11%/f\1-1„\;f\/1,\.�11/-I"'l""I'-."�ll,"-,.,.",----",__/`�..........__-1-1-111-111-C',,,,----,l,�,,,,,,,-,__,%�.”I""',----I'-1 I"',�../�.I,...�,.x_I__l__-ll.,.%,I'll.l.".�.k:"",.�11.1111111..,-�.".-lI_.I__.......I.":......111.1-111-1-11--I---,--,""-"-"."""'ll..�...��............,"']."',�/......-___I�.........",�..................�....."......,..,...."...,-.,...,,.,,,,,,I.%.I..I,,.,I__.__.IllII__��.,.�._,..-.-,.---,...........lul..........I.........:...........1-11I".",,4--,?�,„,,///./A-11—\\”'I,.�,,:�ro,„,,,,.,I,-,__,,.,�--.-,,r_\7-,,S,111-11,111-1111,11,111,�/�."S"”,----1,"I'll"------,*,�11I...,,17 SCALE: 17--30____,,,__,,,,,`,�%,"""*="-/""",-,,-,---,::----/l,�:=",_t-,„,"-,,-'."I,/�"t;l1�,,/„,�I,11 .1I\"1II,,/\I,I11 �,�,,�,/\."//%,"1% �$�ll��;1.k,I„,�,,. ” 11,1.�,,�/Ill.,"',,�*,I ,,I//,e.\„,,It;I//1,,I1.� /��/I",,/,�l"I/;�I/\\\111",�,I1%IJ,t1II1,�,/\%�;t,/\\-�1�\�,,V11/',?Iv;\11�111/1%..,".//"111/,,A\,,?I""\,�/,_,,/?\,,�/-I.,%11,\/"I,,,„%" �.A,"",/,,x.",I , -e,,�I,,Ill* , �I; I %, ,%�/�,�,w11,�,, ,;,.\/ ,,-,i..,,,K , �, ,I ,". -111.-.-.-,-,.-,.,-%-.-I.11.�.-Il.-,.,-.-,,-.-,-.- -,.--.-.,-"-,",,...-.-,.-",..,.", -"-.--..."--.-.,-"%-"--,-.-- ____.,_,_,,,,,.,%,. ,,-,-. - 1- - __-, ,.--,-.-----, "I -”- - ,_ -_ .0 " , " I Iv,� ,.,,,,,, ,, , , , - , - - . ." -1.11 1-11"""I......,.-.-..,.-...,-....,.-.- ,,,", TZ",'” 01Ld�,",,1-""i I,,,� � / , , ...... _ ,,,,-,,--,, _,____/_,__%,______, � -I,-,,- .?,",, /„, r,LJ�- 1I. ,",\,"-,----_:---,-, /\� 2 = ”„Fy ”""'__,,,I�"---,-,----, I\,, -......."',\ THIS SHEE)(n" /. /,- P\ I ___<"",Z-,_,� ... . ....... _,,----- -,-,,,,-,, / ,"',_____ ;"”, I , I", z I,II( 1 ) -- `? ,_ �,.,.,,�...i...,.,....-..,,-.-,,-,—,-- , - IN,,, J_"I'll, w ,�. ,,,,-..1........_ ,.-,.-.-��..:",....,"....,,....l.-.-,."-.-"I -1 - ,_ I I, �.- � " ,.,�,,_-�lu \ �%.�,. -1-11- ...............................:,,., .., ,_,.,.....,..,.,%....%.�l.....,-,%%-.%.%,..%.-,-"-,%.-.-,-.-.,-..:".. , ,,.,,.,_.., __,,, . ...... . ...",.�1.11.4...,.".""�'.."..�.��”. ,/Ill..". -.1 11-1. _,_____.__,,.-.II-) - 11 :11111111.. " .-,-: 'u”, ,,_,_,,.,,.,,..%111 .... 1-111.1-1-14”I I .,%., .��.-_!` - .11,�;*-,, ��.,- 11.1"t" , I \ -111-111-1-11 I � "�, ,,s-___ --, /1 '.,I,.,,".1 -II,."., 11,,II, -, I _____,_,L__ --- I I ", ��_,___,,_,,,, I„—,*"--,. ”" _____,ll ..... ..-�......I-/"II"_____1�11�......... , I-.I,,,----„,eI7,/,"111`/LLJ/\ILrl,LIzA90h,0 a''=z ALANDOCAPINU” PLANA'ffjm'�,Oftmw0%fffImw MA TCH LINE TO SHEE I LA w4m TOP Ar I VA,rII E;ZA'ft Slff71w &mm w sp%orD AuAT NORTHWES"m'oftORNER OF PHASE REA KE r MAP 7.1-207 0 mr-mILAND 0"CAPING PLAN ys11"le Nome.-DonJ-9-2012 FINAL WtOwn: DH STATE FARM SPORTS VILLAGE —PHASE 2 SHEET NO. ,e� I=T -%e OF BAKERSFIELD, fg"k ALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer DH L'ovi I I %.0ven y lffl b44LA-2 OF 125 Dote: J11512012 Checked 8 9001 ASHE ROAD wV,-5"j-,,0,T,(( � •'f`I1 &,7,�f ll/,_X�ll -�_,* I* �11 \ , , 7 1�%_ I T I I I I I I 1 7 . I 1 3 - . I I ✓• ✓ •• • • rJ • ♦ Fry rr rr 15. �(` ✓ rr It • xxx ti rJ ♦ i. • m Li a a. 44 N 0 N 0 c - z w N o N I s— o 0 z E LJ Li z C5 z W J Y r i i r g RJlIIs/0 *, ..._............._....� . _._...._......_._ . ...... ...... _._ ..... , ............ ._.. J ®O, • W # -- . -� . ...... _.. _.. _ . ...... __._ . _.. _....� . _ . _......�.....�..._._,.. _ . _ . � . _..._ .. . ,,o� � ___________�_____ REGI TERED CI VI EN INFER � C 46515 n .. _ ...._.. _.... _......_.._....................._..._.... _......._.._ ...._.. �... __,_ ....�.....,.... _...... _......._........... _.........._ ....... .........� ...._.... � ........ ...... ...... ...... __._ __ _ ..._.-� i i r Exp. 6-30-13 �r t # 1 CITY OF BAKERSFIELD McKEE ROAD1501 TRUX TUN A VENUE '9%' C f V t t , BAKERSFIELD, CA 9`3301 0r CALF REVISIONS No. DATE DESCRIPTION # t # # # t t # # # # # # # # # t # i t i 0 i i # #No �" �#Rps5 N h�AGG r orpx-1wrrp e ; CG ' FA rl� , /" CROIX 4NY P541f d5`!1 Fi14 F t ' ' 12-1 G llg f#N.P aR011NPe041jFRREAS APtY 7-112®1 GY A { e"LK ON MRK° { t ; 40 OC GG 51 ININr MINP4,.' O Cl 7 Y r"OR AP 1OIlf9G { j G/C4 rION, lip• ' CG ANC A Cl Off"" ,9 R.�)/�G.P MST ✓U #I Pa AN �5 N II- FG/NF' ° { ° #e4 I MA F G r, .P/r1.1IN 5' OF NY 1MR.U.564,8F 4tAFIN4 Nr { #51-14i G i /!/ OOr wm p I�/C ?/ONS { 1 ®l # { { oO�- A#N MIr.1CM FR5 RF O/1711fFN..P.4rION5'° { o ®# frMY5 11MMA-FRF Or# rRiT OR f#Rlle4,4NrNa, rA15�)!>44Nr5 ImIr ro h,,r r r1vFp1wc wN or 1N AZAN7 1 FM •® ' PP'1I45h' II SPORTS V11,44W # # McKEE ROAD *t REA OF WORK SEE ENLARGED PLAN YTHIS SHEET) Y _ M •s PHASE 1 i 1 r PLAY FAIR ®RIVE 1� --- 4111111, ills" p I � 19-1--", 11 mot ZAI A iw M11,�ffil Mot: mAj Ito' VARt �WA/*fel ' fiL 10 0 SCALE.- fvm30v LA 3 SHEET N0. LA -3 OF 125 1 2 3 ,*MAPMNUS RACE1MM 694MORN01 SyG9/iIM 2�f"BOX a Oo4o � MR1140 NISRA IM1144 co�1aARAYRORucAR 2#0 SOX 4000 0 QbM$ CRRy501015 cANYON L/i1E oRK 24w SOX 0004 .51IRMAeS 4,Fa4 NP.- O SRCCNARIS P/cucAR/S Tu//N REAIGS r dAc � B' ON CENTER o004 AAA AfMS AVfRr COYMrSRUSN ® 1U9Rc fOfRSf�R fa4'i9TNBiP REF, D 6RRSS 4000 CAMM"R0 17S WRc fOERSTER' 5 $41 & 30" ON CENTER CERCIS 0=1FNTAc/S 1S of 4000 A&rSMW REDSUA O0A0 ARAWIR M -MS 14A4 Lf le ON CEA170 CREER/A/6 AfAr10A/1R 1011114RVOOR4 MOWS 16RL B 30" ON CENTER 0040 McKEE ROAD *t REA OF WORK SEE ENLARGED PLAN YTHIS SHEET) Y _ M •s PHASE 1 i 1 r PLAY FAIR ®RIVE 1� --- 4111111, ills" p I � 19-1--", 11 mot ZAI A iw M11,�ffil Mot: mAj Ito' VARt �WA/*fel ' fiL 10 0 SCALE.- fvm30v LA 3 SHEET N0. LA -3 OF 125 1 2 3 I oxc)FESS/o �t 4 , E. & � ** I , ____ - r��=""�!M�im"17-11*1""""�-11--l'I'll""Ill,"-111.1"-",;.,-- .\ Z____.== -=____M7 �� <11 .* I . . . . .. . .................... .... . ___ � -n- � I " I, 1, ". , , ::, : . I I . ,;� , I; '.. % , " '.. . 1?1 , I . " \ Nv . , . , \ ;1 , ** \ , 1% �' "I , , ., �" I ., , )�*%, , 19 I ;� 1, - 11 .: , ___,_,____.__. ___ ... -11, I'll, " / "', I , , � �. / 1.� �:: ', I , " 41 \ I 11 4v 1-1 / � ", I / . I ,-� ........... ______,;.r�,__ _�,,,___111111._1__ --- - I-- — - - - __- �,�_ --- le \ " I "" `� "I % k . . i 0. 3 13 . , I.. � "I'l"-.,,-"-,"-,-,-"-,""'I . .. ................... -,-",-""-,�-,-",-,--,�",-��---,�'llI V-1-1-1111-11-11 . -Z" \__ - " , .. .. i , $ � w ", 11 I / . . *11 l'. , 1. I Ilk, I I I I � I` , I;. / I I . -r-1 I -1-1-11-1--l- .... I I. " , , , . , / �� .. I Q) i � " , 11 V 1: \ .1 . "I/ . �?' % , % I l!, ' I -- rn , \ "I, S j w � .? , % / \ I %.. 11. , . � 1�, 'It I . , I I 11, I . 'r \ \ / %j. I/ . / � 14i ? 11 \ ;1 I 1� . \ I REGI, TERED Cl V/1 EM!�l EER I , i I �' I it I I? M Z ! : �' , i'llk, I \ � .�`, %,l; � 11� / \ ", � "I, �, ".. � LX_ C 46515 ',I '. ., . 1� , I, l� ��It'_, , / `%" 11. Im. � ,,, .. �, t, �., 1� / 11, , � 4l . \ At`�� %; . I -�� 1�% . / "I, \%i, / , I / / \ . li" "... I` / \ / - / % , %, I" 11 ..� lkl, .l: 1� ill .?, ., 11 I't � I". i. � *11 �, j;t "', ", , � � - /X . " . `% / %�l I i , , - " 'i" , �� ., N;1*1 -30-13 , " I,. f / - , '41 %k � -/ , k , -t ", "' -� , , �" "I -, \ / "I , I � , , ., I .. � , - "I -� \, . � , '.., , %, / &m . *' Exp. 6 * I , ,, . , ; , , � " i / I "I�,�....,....�...,."..,,...,. ...'. / � ... ... , ... ,,:,�.,.-','..�.,,,..,...�.....—., -- -__12�!.","'..." - -, _..". ., __ ......... I. " "I I . , I , I I , � � , , '. / �,,, / I I " i k - � / -,.-.-.-,-.,.--, � __ .,., . ....... . . I;, - 11 ". .".. , .I. . - / I ..�S , - , ", . , ", — .... .....I.,...." ... 1.1v ......... � ... - ..'!._-.'.___ _._.�wl'.'_. .. . . ..... . ., I ,,".. *,-.-_.-______, . .. -..11�-.X.-..... .� -.-�],�', , ! '.., I .,_,._,_,_..,. _.._.___,_.__ . .__..I_____..,...._ .. . ......,.,�],�,,�........-.,..-.",..-.-I-11.11�"..".-l-"....�..'�.�*.,l.,�,'I ...... ,_,-..,�11-... - -� ... ._,_ "I...".�l..."..,.....""�',",'.'.'.'.'..,,.,.�,�,.:/ -l-l.-I,.-.".-",-,"...",�.�,,�,,..,......,-.".-.--,"I .... 11--y ,", '�'111'.. ,,� �'._, ( __ 1..-...-.1.-___,._._. ...." '. - �� ,,�"..".....".,...,.,,'..".."...-"...,... ____ � , V ."." - !,......'.."'. 11-__.._._,.-__, "..""...;, --- � "Il It, "�_ - . '. -.-.-...,.".-��ll.:.,..'�.�'..."-",—,--.,- 5 - .:;I. �,i " .. " , P� I , ;'. ", ". I� ` " ,,,, ,1,:-%\ I "I :i .. .. f \ "s, i "\ " I .�k I ., " t% , ,� "' 4i 11 (. . � , .1 I I I. ,� "I ,i ,. �.� 1�11 . . . ,.:, 'i ", I,, // /\\ N4 x I I , , � � "' - , , 1� �, I" \ �, . , . . 1; I ) � ) - I %, / . 1% � % I., 'i 'I' .1 ;� �1, / ;r /. / I. );?, I. .1'.. , I ,", ", "" I I/ I "\,,,,�, \\__�______/ -4 cjv�\, ; I .11 ,I , - ;, \ ." "I .... A'.� "I 1 , I / r \ ""' /., \S", 1� I. / \ ,1 \ - -- I I, . / , � / I �', � �� CITY OF BAKERSFIELD I \ ; � 11 � .1� / (___ 1 L___,Z___1 "'. . " " J -1111-111, -1-11111-11111111111 I I" . 1_1_11��* �' 1. . . � , I I 1� , , %_ � "I / �` , f, ;` �� %il / I $I ,� .?� ,� ,l% / , . , I I I \ / \ �? / I.-, 11 - \ I I. .- _ \. k.., , \% � ill ., "Ili �, , ", "I / - / I ill", A 111,11 / f I I. ` "I "", \ .. `., -` ", -lik, / . 1� I �1-. , ., \ � ' ,-'/ \ , . A -.1 I,, .1 \ , I i , , , .. I , � "I "I , __-, z L -l" /'_:�_kl',� .......... . ...... . .......... �'ifl--, . 11-1-111-111111- ,'- I / 1--l�-,..—",-"--,.-,""-1.11-11,11-11.�,111.1. ______,� .......... _-, .____,___ , , -..,-,,--,,-,-.,,,,-,,,,,,,,,,,,,,,,,,,,,, - _,_,.-___ _,___'11111111111�? ...... 11111111-11 _,"-, ,�____11 . . . . . . ................ . ; ...... ...... -kf 11 Ah, Or "I / 1/' �' \ / �1-11" OF- CA\- \� "( -I, e, ""I, ', , ,.�, Ik \ / I. / , "" , \1. I I .. !� , " , .", -11, ..... ------,-.-- __ I'll, --- I,-,-,,- . "I". ... . ... . .......... . ____ , � 1-11, 1-1 "' ""-, , .", "" I ., % I , ,, " "" ". )?�11 - .., ..", -k ,-,.' \ ,f,:. , ,I. ", ikk I Z)a %Q BAKERSFIELD., CA 93301 _�� "`�, I, _.,�11111.. %. z ,% , ".1 ,?,.- ..... . ......... _s�_.-,,, _____,,, "',"..","',� . ..... _111.1111� ,f,_______,___ .; .... ,,, ,. 11, ,., ", , .. .............. -111111111"....: ... .. . ..... �,, ....... . .... --""I'll, . ...... ::_"'_,_"_,� , . ..... . --.-,,,, . .111"", -1-111-11--, , _,._____,_ ....... %,_,,,,i�,,,------_,_,,,,,,,�""I ........... _11-111-1-111,11-11 i� � ..". 11 1� .. �,,, , , - " I f - , , , , _.,;4__,_,__ __�V4_ __'."' " _ ___". -, _.,4�.�_. ,,.------,�..�,;�-.",-"-"-,-, . Z__ "�_4�__ , 1_A,�_ —1-1-1-1- ___-I-l-s� , I'll _,�. ,, � *., - -, I--,.-,-. ,X� . ilk \ .t �.� - -111-1 \ _11 -11 --*111-1--m- _11-1--l-4/1-1 _1__`_"�___,_ , 4 �A. REVISIONS , ,,. ?I I\ 1� fl, ?.X%�j ?" /%, /-\11 V.", "I ". , �I / , . 1. /111 ;i:i. 1; I % ;? i "I 1� 11. 11 , ""' /,It �', "" %:� f� 11%; � I / "" I Ij`%, I 0 I , ,_,______,,_``",_, 1�?,,%`i, P, /\ , � t ah , *111, � `--e, "I , ,III .l:1 "Ill ll", �41 *11, It% � � — `11_� '1� No. DA TE DESCRIPTION . \ ,;�* ;� / - �11 I > ,I / I, ;� , `�' I \ , / , /I //, "' �1' '� "I l�l I /! \ ( .% I/ , . 11/1/1-1111", \ '?, `%, I / q1x " %-1111 "' "' 11, , "I.— s /)�_ -- - ... — I "" ..". �: ,,I, , 1,, — Z'_ 2i.,,�,_ — _/ " — _'S., — — L — ___�,� — — .�,�_ — I . Wftj I, — "I .I. '�', , f � - , \ " '... 1-1, " __�___ -i%, .1, ' %, I ? - — — , - — �' , . l, I " " '11, �, - , t��11.111 ,�,', - " "Ill -l—.- - - I, , . , . � � C'r,"7'-',,_,-_,,, .;� —��.,7 7 '..".11-1-111.11 1-1 -l'.111, _,__,_�k_._.____.,�,-.: ... -1111>111111-1111l, ...... i . ...... .,, ----- / . � , �__ � ,ki "I /I 1; "I I "I 1!* I � �' 1; 7' l.k;! I /_11:11-1111111 I., / / 1. , ,--l-, -11 I,- "I'll.1- ... . .............. . .. . ... ;� 11111,,,:? , 11-11-1111:1-11. , , -, . "'. I., ,;,,_._ , "1"1--""",-.-",.11-11-1r:�",,- 11 �� ...... : ... 1-111-11-:111, "`� I `111111 ,�.,� ......... --,"i ',% �1; .- "".."'.'.. ...... _., . " / 1!� I �_ v I �7--it""",-,-""-.,�,.,,,.-,,,,,,.--, — - — , I I 1111.1, , — — -, "' - -, I- - ,; - - - 7;A- - -'X;,'.- - I ;, "_ - _�. - ............. : ............. � I- - I -111, I I �, , ` , __11_111____l`-_1__�l * � �f �, I ; It% �;. It ;1 ", � . l,' " , - - 1% " / / %; , �� . 11 I 1� % .. % . e .1 '\ , "I / .1 I. "I .11' 11, , "I I, ,. .11 < � ",I, I , , . '$ .. I '; �. "I %% "I .1 1� .?` \ ;, 1 "* , I, -* I; � / I ", 11 " ` �, i� ..., 'i �; � � ,,,,, ,,,, / , , " , . I. , - I " '. ""' I., �' ; I , iwft ,,.� I,, i l. �, I ,f IV-, ,(/ .._,.._,__.-__11�..1'.'1 .. . .... . .. . ... . ..... . ................ 1,1�11."'.."-.1 ...... _-, I � " -, '. 1_1111_--� ,,, ___ , , ,k /$ , -1 I 11 ". , I . .,` , , � ,. - I - I'll 11 '-y---__-.. ....... _,,,,�___.- z .� ,""""1111111-111 _-;,�4 ....... . .... ...... - - _-----_--- sz:_ ..... . .... 11411-111-11111111-1-1-1 , ,� W- ,.,/ a at . ____1 . 1-1-1-1-11- " 11---,-",,-,--",.-,,,�/.",.-,-".",-"".-1-1 . . ..... ---111111111 ........... . . . ...... . . . ........ . ..... � ..... � ..................... : ... ........ .... __..� - %, " �, �. - . 0 1 i .,`..:' . "1�111_ _�_l .. ........ . . ......................... ... . . ,,-,,,, 1111-11-1121m, ...... - - - — - - ---------- I -,- 1111111i,�_11111 ........ - --,,',*', _:_ ....... . . . ...... ....... .1 �._ ,� .......... ..... .... ..... . ..... ___..__:,,l1_._C -.1-111111-11111,111-11.1 �,.:� .. .`,!.�t� -, , , � ". , , I -1 .7, - .... I , � \ " -:�___:_` -_111-11111. I (I I, ,,;.,.,. "', ............... ........ . .. . ..... 1'.""',--_-, ....... : ...... . .... ;�,�"..�"",,,,,.,,-,�,.-,,�,,,-",,.,.,-,.-,�,,�,.-<"""".;�'ll"�,�1--l-.1110 ......... . . 5?."�.�-,<�"----"""----"-�..". / ". ,,, � , , - I 1;11`11 - -1 I I /' %,: .� ki� I '. 1� 11,% ", ll/ :;t I I , I 1; ..;t'11% ii ` ".., ;;� I. le; "'?, \ ii:;t I /I I".."11"; / k� "'.", ? ", t'l/1, $ 1 1,_, *1� / i , '! . " It �? I k"i ,�' �' /1: , 1, -,-- ____\ , I I % k, ; I�..' %; el; 1% 11* ; / , / ". - 2 / 0 I'll '�*`, .... `,__,_-_-`-l ............. . ... * I l", ;l!" % , . , I I I , " � %%; / ',I mi - " / l% / '11% , I I 0 , ....", / \ ',_, . :�1111111111'11 \ / \ I " "I" - , , , . \ I, ", I 1� 7 , I . � / . \ / , I � I / "I �, i, � I " li ? ; I "I I \ . I I \ I �: *1' 1. r I % / - \ ", ,'I % / \ t;:, . � le I / ? ", ,?" ill / , uj - i I �: ,I !, , ."I", \ 11� "', , z .1 / I '11% �: ".1 �. / 1%, / ,I / 1� i�.�` r \ :f/ / \ - 1, - � 4 1. I " , 1, � �� % \ I" Ill'. I/ . " ` \ ?, 11 It 1%. ) / \ � . 'k 1 I . ,% " I / I Ill '111111 .`I:. 1� ;1 1% / 2 .... .. / ", '11, k.. / lk",j 0 1 1 , I., ;i \ . '. '� "I All , 1. .l;� , \ / --- , , �, / , , � / � % \ I \ . . , , , - i" / i, � � , \ ...... ', /' " , I. , , fl, , ., . , - , I I - e , , / ..-�, .. / -% I T . '. , \ I " � - �I .11 "' / � 4-1 --- Y ,i�4 ... - _-1_'___.. � ...... _,-,,,,,�,,�. .. `i: -'? ........ -o 111.1--111111- 1-1--- -1 --- I - - ___- _ � --- � .... _ _--1 11 , . � I.. I. \/... . "'.. , I ;�, I "'.., ;:. , - r") I , -w .... ... I \ �'. , :,_�"",:,_____ �,,.,,�._',,,�',".,"It.11'.�"I .1 '! ..... .'..,�",'e.' I. - kt,� .... �:i 1111� ^_.____ � - z x 1, , .. " �.- I, - .., e, , -1 . ". " ", 1--l-1-11-1, J, ( 4 � �,�"".,:�.;.�...;..","""",;.,,,-�-I..-""""I 11'.".,,�z,.,.,.,� ... ..... -, � ........ ..... . ... � -1111111-41-1 -1.1l.-I�"-..'�Ill"",--"":""�11-1111-.,-I ..."1111 ' ...... ;;� .......... . . �:-,___ -.11111", . .".,".,:,"�ll-l�1.11�ll,"":."Ii 1-1 -11,11, 1114� .... I1111 -1--l'... �, _,��.fl "l-I'l- __ _ _; -I-`..------ , '. 0 _1111-.111 -1. - .1,�.I."-""",��.",-."..". I _-l% ,.._:l., 1.11-1 . -1: , � ". , t,,� ,� 'Ill. . �. $11� .. ,,r,-- I -1-1--_ , 1� ,� 11 ", '�t,,,, '1\ ;� """ 11 ,.I. , � % / %��, ( - ,\...-.,�.11.11'.....,..,.".,.,..�'.1, " � I I I .�, / , I"', /._.\,.._ ___.,-_.1.1.-. $ \ % I I I 11 -4�1- ......".,.-.".".,.....",..,."."...".""......."., I --.11,11.111- 11 / .. \ \ I % 1: 11 - .I--- -.1 .... ."" 11 .� . ;* '/ , k.- � m ,li :f, . '4111; \ \ , `:_"--, � 11 , . Q7 ) . . - " , \ i -I / \ 11, /`I111%1,,,.�.'..,.., .............. 1..1.11,__',i�f ,.-�.. -.1-1 .... . ............. _."..'........."'J.'.".. 11-1.1- ... I 111`�., . - , � v 1. / - ;*,�,��, " . S . , -11.1-1-1 I 1) Iftft tj� 3 / / , %, � , , " "' � I >_ I .. - I .1.. .."..",..","..,..,...,,.,,......,,,.,,,-,-.,.,...,,.,..- . , -..,::::1 I ,,..,..,.,,.�,,...,.,,,,...",,.� ...... I "Ill"*,*,*"**""*""""-,.; .......................................... . .... .- -1.1,111-1-.1-11.1 ..... _,._._._,.,.__/ I - . _ .... ....... .... - 1- .... I., . ..... 1--l'.........-I-1-1. I ...., � / �11 � . "'Ik. ---. -- I - / , " .. /-? 1. 114 / ,�% I., I I , / . , . , , 1% - .. , , * , 11 - >"I, / I, �, I "I / � : / ; -/ . \ , 11 ;" / . / : ;:i , i I � ", .. , 1% , "I / \ I \ : , \ , s. ... \ . .. , // --:i11:1 I ', .., .,�,/ , . 1� 1, , \ � , .. , . , / ':l / , ,, - I �, \ , 0 % / I -1 %;, �, / " , :l ; I'll 11, / I l% I p 11 ]a / / !% , I ; ., \'. III , // / - 11 , /p "' , 11 , , \ .? k \., 'I .11. , .. %, \%, 11. / " I (0 4 . ; l; ,tv I. ;i!t "I. , ;11 -:� . / ,�, Li I I *1' �� \ I `� . ,I/ / 11,11 / .. ? %:. �� ., , . �, % �, . I � , .1. , , I, I , . �% ,� �- %. ".1, , , " . :./ / 'i., f ,� " k / \ Fftft �__ 1 4 "' %�, /I It''?", I. , ,�,` �- \ / , \,,, I' / ,� I'. - � k, I - - " 'I- , I ,,, I ,/ 1, $ � . 11 \-�, I, .1 - " - 'I-, ------- . .."�".......�'..".",.",..,...�......."..,.,..-.,--.."... .. ". .11-1-1--l.- ,,,, ---l'..".1". 1.�.1-1-11'.11,�.-II.11-11-.,-,-,. '.'.�,.�-......�...,.,.....","."..""".- Al 7 � 0 � 4--,---._-__,--___ - _". I,"...-, "".."_ __...__...'.I1-11- ...�,��...'..111. ,� " v, - ,._,.11�1.- ...""."...,�.;�.,,.....,,:�,.� I .. -!!I,_ ...... -.11!. -1,�.�,....._____,___ "I 4 4NP54A 9PA F NO r, F5. - � I :�,.,.,,..,.,�,:��,.,-.,.f,......,.,.....,....,.....,........,..,. ........... !�".-, 1-1---l- -,.-,---",-.,-..',..W'.,...........�....,...,.,--, . ........ ___.-,.,..t.t-'e'.�..., -.-.-.-.�!!S,'11.1_ "............. ...."..:-1�/ _."�-,V_,- ".- .11-.1-11:11"...".11-1— - I. -I-1--11-1-.1 I 1---' "-_.._!,.--:k� �.,.:, , , "'*""""""""',-"-""","*"..........,.�:1 i / , \ , \ 1,11.,.. ----.,.... --,....�'..�.�.".)f.",."....�11----I ,,� � \ ( t;:`% 7k . , , f". ill 11 I'll II'�� %, � ;� '11, .�', /, Itill *%l. \ , // \ �:,� 1�1% I/ \ ,lI I / 1. ,III \ % / ',I " l" 0- I - § 1� 11 I', "ll, /,?� \ / I\ , "' \ /' "" I 1. � I ) Ljj 7. tiu 511Rme5,4Np mowpeotl,Fv 51-1&4 Nor g,r PmNmp , *� ." ",. , �,, ,,, - I , / I � '. ,,, . , / ", I \ A ---, /,,, �. - . %., , , I I. .,.............,...,.,.",.,"�,...,..,..,-, .. ", . 11--l.."..."., .."11-I't-11.11.1'.... 11 I, .. ..�.......,.",..,."�.....'�."....,Z,..,.."...�.......'�"..�14-....,l....-'.....�....,.,..,.".."�lI .... / , X \,000- _ I I I I 11 / `,�,`, "" ` / \ \ \ .., ,;, , ", '1111111111 � e � . I -�, " , 1;�. " I I - , I , '.. " � I, . . / " .., I ,�' , 1. 0 ,I "....., ?, \ 11 I - . � IV % �, - ....... ;�..., ---,-.-�l-.-,-.",.,...".",.""..,.",.,..,,.. -, - -1-.1-1..." ......'...I.I....1.1-1, ... 1.'__.__, -.1,11 ":.,�'....I.,.- ... p ... 11'...'......1-111-11-1."'. . -1.".k, ,.,�.,�.,.,....,.,..,...!.,,.,,.,....,,,,,,....,,,."., . ......... i,'. 1, ", \ . ,..."."', ., .. ........... .... , I I .l., - , " 1. . I - r_ __17_____ ___� ..; ";1"', ...... -,*,*-*,**"* ... �/* ,% , ."k , / % ? .;:-.�, - - � �% � / \� -�, , _---`1K I I '� ? �� I'll , "It 4 . I "I � \ I 11 I 1�1 % . � I / / I \ / ., �!' 1 F - I . *Ik , k, �1% , . ". "Il; I / % I I � I V ", / . \ ....."..-I -.111.1- _,.;�_-----,-__-\., .,-,,,.,.-/,\ / Z C405,FR r/ WN 211" ROIN iqNY 11RRP5CRRAF 5ZIRrWCAF 11 � " 1'., \ I I I� , "', / - I.., �? ,$/, , ,)/ / ;� J, .� / lk / . � _141WA - / ^ . I "k. / ., I 'k \ 11. \ " \ 11.1 11, 1� 1; .1l \ \ ?I \ . qqwft "' I ,� / - � " '* "' I, Ir ";1 , .. qt ) mftj . . " 1, ,.",/ I " . 0 , ., ,I', . — /\ " : - - -1-11-1111-1- -1--111-1-111 . ...... ", � " ._____, � 11-11--11111---1 ....... :_11. -1 -,'- "A ,9-"".-,-,.:"--,--ll.-Il.�'ll"� "..-II-11,11 ,k�'_ ....... __.__,_.,._.,__,.__ - _-11-111.1.11-1-1111- 1-11- - - � I, / " ?. �.-___.m ".. ,,, �, , IN 444 51-IRIIN ,4NP aR01INPCOMM RRA645,4PPt)l 1-11211 M1,FR " , � ., " lk- �, ". ., , , " ;, %, "%, ; (_ I IT-- .,. , / IF , I , I, " �Ikl. "' ,''.2'., .." ,,,, �4 � ,., ��.:11.111111111 ,,,,,,,,,,,,,.,,-�!"�,�.,.,,-,,-.�l,,.:"�'ll,�'ll-II ", I t", -/ - ".".""�"-Z-"��-.11.1--."",�l--.� -11-111.1.1-111-1 , k" �,e 11 1� " 2 , , ,,i.,� . �,:,.,., \ 'm , , , / ,� "I I '..."", ...... �, .__.-,., s ..... .... ;1l1l11ll_l_,__ ...... ....... 1"� .......... �,_._,;"/.__., __,:I"':�;_,.__ w1l"I'll "I'll.: � Ir- ,'. , - ,-..-.�""�",.",�""","",., .�Ill""I",-.."."�,�ll.,,,..�,-,,".--,11-1-1.11�l-l�-"�.�x�� '-1.1 , X11 - , --l- . - 11-1-111,-1-11111111 , ,;,/ 1. I �.`%,;, *� �� . 1, , I, " ;i`11 ;1 \ - / k. I N;101, I I SP, I k , I ., .. - � � "m It, , * 1: 1� , .$ - 11 \ / \ ;e.� \ ;,�$ Il�,� I ;1/",,Il% " ;fit� \ . �' I / ,I,,. I'/ . I 1�1 �. V. 0 � � . ; I rl " �, ,, I/ "I . ; , � !� ,� d � \ ) :t OF RA FP14100P 14 1,44 K ON A MRK � � 111. , I � . I -� ; ? il", �� i/ lN � "! / "I \ - .1 , - �� , -it Iik 1� .. I - I - `� ..... ....... %', " �-, "" 1. � T . \ ". / ^ \ \ .1$ \ � - \1';r�______1_1.1 , , * .� I 11 I _... .", Y 't;` .1 ;/,, I, 1� ,11 (-- 1� � I //; 1� - � - ____ � wN rRtge roR 51-1,#4 4 5i 1A em r 5, qlifn � F ro a ry � roR ,#ppw ow .,,.,,..,...,,,,.,,�.,,.,.,.,.,...,,..,-....,...,,,....,.,.. I..".. I \ .".., ....................... I..".."..1.11,1--, ,� ................ .... ... "...,..,...,.,....�,,..,."........,.,...,�,,.......�...,.",��,,.,.,,.,..,..,...,..........,.,.....,.,..,.,,.,.,..:".,..I .. .... I.....,"........ ,�....",".,..----..-...-..-..-,, �` I � ., \ " . , / . it;1 `;. 1�b: ., I'1� / I I 1, / I "'I , i . � I " , / \ " . \ 1� , � """ . 11. \ .. / / '. .� . \ � I. 11 ,., .1 ", ", , ,I� m � ..""...... , , .-I.I......., ,., , , '' ... * ....... J., -1 ______ 1, . '� .111-AW11111-11111-1.1.1 % ;�, . _k, ;,`." _..,�.------ .. ,"'. * '? "'l% I ! I * \ 11" .....,................,...�..,.....�-�".,.". ".." 11"."..-I.111 / ,� k .11.111?/4 .. 11.11-1.4 f �. � _ I - \ _., Ill 'If ... ......... ,,_ 11 ._..,..,.., "_ ..... .......... 0, %.1 it \ I If \ . ^ 11 i, ", -__ /,:.1',__-.__._,. "I. , ;i" %, I i, ,11 ;m . , 1, / % $1 ..", � %. I I ff I . k "I, "I a -m - I/ , .1.1 I , It " , %. /* "'I / `,,ll, , ? I'll, / I I , / I , * 11 % I/ .. / a- �' it /� / \ A J` )l I " ; \ 7""""' "lt. / "I, / * I / I'll., ,� I " e \ /, " `% I I% , , I �' , / \ '? "' "' �, \ \ ,/\ ( I T_ I " \ I $� ... "' " -.1.1 i I. % - � 21 , " ,. ,/ � - I % / - I , .. . ,. , " , � I 111,111. 1. __--n .. .... . __ . . .... 71,11"..%-1-1-1111-1 - --------- � --------- - __ , I 1,11 11-11-11 ......... 11-111, " I - -111-11, ". , - "I, ,,,,/ - I-- ----- - ., ", I _ 1-1-1 - - - - - __ --A- `11-1 I'- S) ) , " 1 " 1� " , . I � 1', . K ",', - � . , 0 , ,� F ,,, � -, `"_,__ __`_ �, lk, _,______,_,__ , � ", � 11 / t� V% ,,, \ / -.'&-/ N / 5 1 I , ,, ". , , I. / ; I;ft , � / ,,I,.,; "!, , I. `!�, -,I� - ,-t .1 I, ,� ,-1,,,:.1,'______ . ...... lI. 1-11, I -J PRIOR rO ,IPPUM WN, ''.""'., ............. . .. . .. . ................ "", " ,:,"""', - ....... !, -111111_1� 1-.11111 ... _,"". ,,� ,,'_,z'__ -;(_111-111 �,:`_.� ..... - " . . ..... -1111, --- 11111--S, ... :,-,g ... , __ 4�1 ... . .. . ..... . .. . ............ , ..... ,,,, -1-11111-11 . ..... 4- - ' , . , , � . . 1. " ., `% J. ". ;f . . , , � -I 1, �, 1, .% ,I 1� �11 1� I/ *_111. P.4 r,# PFR CIrY 0,4'X#XFR ,rZFU rRiF It "", ` A , I '* .. 11 � � ( .1 , . A, -.--,",.--,---------.-------------,.�-- I i 11 Ilk% ., � 11'', /\,,. .. , ?r . "-I I I%. T_ � I / "' ,; l, ,, , \ ;? 01 P`�,, % ;:?, I ; 3, 41--.1, Ctb9R9N4C,F % I ,�, " I I " I/ "I ,�, �. :Ik, / *1 kit I l, /1' I; . L0 ,, .11 .1 l% , \ 1% \ , , I'll / 11, / 'I",%_ \ \ I I � awam'sq. A. 11 / %: "' � � " " % I 11 I � ... V_ \ I, !i �, i - � , "I .". , / . % " - �� , I'll .0__� -1.1-1 ...... ____ I / - I-.. ., ,;� \1-1111 . 11, � ,I ,;:� 11 ^ I, 1��, / I'l / . - . , ". / � I I I " � I " lk, \ ; ", , *,,I ; I; �, ".", I , �11 1� \ I a // r#IN . 5 7/ Otr ,#NY A 1� qRP564PA F 4 F4 4 FIX FN r , 11" ; ', " , ;� _iE -..� ............ ... 11.",k�'... ,.".�'...""..",,..".,.,..,.,...-�... 1.1-1.1111-1.11".., 1, - 'I. ."I.I. .....-I .......... I-, , .1 I -it'..., I i. -.1-1-111.1'.."...".11 I'll..�,.�1.1.111.1l.-I.��.."...".".".�"... 1% I .��...,..,.�.,�,.,.,.,..,..:�",/...."..--,.,......"".,.......,..,..,%�� ............. ""�.;",."...,.,."",.,."-""..... I ,� ..... .. ....... .... % .. .1 11: ks., � k ,."'.,., ........ .."..".'..."', , --A_-.1.....1..11.. " ""..!, I / ) 1) , k .1 14 ... `� .1 '� �' , ` I / / , "ll / .11 , / \ . I \ ., ., , ) 9 P4RNrIN6 5r9NMRP5 ANP MIMUNAF5, \ , I.- / \ ,;li ", .1 ,k� - , , , J..".... -1...", "" .f" \, ,� . 'k, 1i `k� � , ?� 1_� 4 I , , I; " ,;:� N I ,.". * k .f ....... ;,. ..11......�.._._.1z._. .,....,.."..,."......",",....'.,-�-,,-.�.I.Ill-�I."....-"-"., , ._.__..__., .i. I / -1-1- I ___/ " ..,"', . . "".I.."." , 1� / .__. ../ ........ . ... � .... ..... , , J"((� I � I \ / \ / /t / / , .. , . , / , \ I / \ ?" , � I, ,. , , / " A51- .441. rRM5)PMNr,FP T_ � , / I , � 11, v, �, , -, , , , ,,/ " " � o .. -111--_1-_--,_._, I'll, --- -11,11111111-1111 I. - -_11--l-11.111 , _11-1-1-1-1- , �* - " ." I,, , .t. I, .- ,.g., 11-1-11 1-11 -1111111-1-1- 1-1-11-1-11-11- 1-1111 11, . , I ,,, ,I. , , " �.e_.. I I'll, 11111.11114(_ -1-111 ,`p-1.--,_.,_____ . ... ............. Z .. .. . .... . ........ _ , "'.""'),"l, - ...... � ............... I .......... ......... 1 04 1 �h ii,�_',, _,� . ................ ""'.1", 11 ______-.`,�'�,;"� .......... � ....................... 1111111111111�� ... � ....... �."",-,"",",-,,--"--"'�"-� ........... . . _____1111111-1� �_!"'�:_ _�,_,,,__ ., ... . .. ....... � -1-111-11 e"y I; , ............. --- ,�,/ ..... _.______._ /\%. , Tk; !� " , '?, I -� '. , 1, I:, I `I� .1'. . . ,*y4,y 4 + I N I I , /\ , .:t' ." % '\ �, . . I I " , " / 'ill I �11 , , I % " I . , / `- , %1. , - '. 4� j: /I I, , I. /\ r ,. I "Il' $ ,�. i., / ./ c . *t% I sl' , I I I, I / \ 1, 1?1 4I: 11 � I . - "� I $� 11 ", 0 1 I'. , el "I \ % � 11 'Il �;lr '. .0 � " I ;1 "I "I, � / `% .i % - - - . I 0) � ; � 't . I ' `v. ; ,*/", "'N It 11 \ 11 1 4 \ 1. / / $ , / , ___ P, m IP 7 r , - . . e t ivz FR P FR 5PA, arl , i rloN5 I , 5A,wu R4F vt AF ,4 i N,mR Roo r g I I ". "I I. \ I/ /\ / \ I/\ \ \ - . � \, 11 `1 \ / I I � � 11 / k / (ININ11MIN 301 hP #) ,, ' .I \ I " 'I ", /1" �I :"� \ 11 ',,."I . "111. 111 \ I 11�� '111_� . , / "I o - ", ? I �' !% ;7 1 � ,I I / % I � � , . / \ , \ It! .1 . i 0 .. , 11 .7; S1. I 11 �? I I ___* C_ , , \ " "I , \ � I'. " - - I § 1%;t. ` .111 _^ ,:,._.,.._.__.__..,._ -11 -1.1-1111.11I.I..".. . 11, I/ 't. 1� . I ,I � ' - " �, .I. �,;� � /" , q "I \ /" / , ?, '..., % %%; - � \ - `� ....... ";� / , / * .., ` " 11 I __1 N N "' 11. . .. N111AMR 0FP1N,Ft5)P,FR 1X4N14C,#Cr11R,FR5 RAFCOINIM AO.4 r/O 5'. I ;, , , \ " --f I ; I - / \ / " I \ � I , , x , I , ; "I / / !� "I %;z % - z. . I , , I `- .; I , . I . 'k ? - � ... . 1, ' — ,t--�, , ", , , - I � I , \ " 1; � I ." , I � ;` � I ..I , . � � , � ...... 7 ...... ......... � -1---.11. :� 'k� / . , _,,._...,_,_\ .,, " 0 I .�...-.?,.,..,,..-,...".,�-l'.1"",.",.",..,..'�'...'�,.�....."./,..'.......,.".."....,.� .... .... �.,..".,...,..k.�".,.......,.,.�.�":.�..�.,."....,..",.,.."."..,."..,..�.I ......... "f..' .,..,..."..".."�"..,-.,.,.,; In"...... . ,.�.I.I...,...".,.".."..".".,...,..,....,%,�.,�"...,....$.l..'-.,--,-,......",..,..."..,..."".,.��"."...,....,.....,,.,�,.,."�-.1....-,.,.,..,.,.��.,..,...".,!.,�. , -A, 11.1.�.."...-..'�""..,.,/,,,- I.- ..�1."".;,.�'_ I. , - ", $ , -* ....... " .� " "Ill- , . L_ ......"-, ; .:� .,�,�.�,.._ I. * ,,, " Ii 4'._-, ____ I I , - I !� I ....... ---.,---" __. --,,,z,,'-_.--_-i'. I . .111"..., ... "..."". �..�..�....---,-,---.,.,��.,.,.,? -1 * 5, IA- 11r1,61rY5 INr,FRF,FR,F 411rll rRhF OR 5#R119 PMNrINa. . I � I I., v - .1 _. _-.111-11-11- .. .... I .'' "" -�"." ___ "�'..'___ --- - --- __.____:'_v �� - I-- - 11 '. . i k, " . *'�___.."'... .. %-,,.,.,.,".� .... ... ,...".", ..... � .. . ............ ... � ...... . .... ,.:" 1'11.11-11.:�� 11-1-11--l-11.1-11- --- I-- . . .... 11- _�'11'11v_ - ,11 , -, .,..�...........�-.,...""".,.---�.",...�..-."..*:,�,�.'�..."",---11--.,--,--.",�-"--"..".,.��.�.I .,_-...-._'.'11-.1 ............... � -.1-1.1 ........ 11,11-1,1-1-1-11 .... 11,- ... !,:��. ,,, ......_�:!,/ %b I -1_._._,-,. _�A .... I C) I I �i /'% , """"' ``.f� ... -,--, ,I X, " I I ", 4i 1 , � .11-1 ... ._�"', "'.'-, __ � "ll 11 k 4-1. 'I'. 11" , ", / 1, ; ;l;l! , " /\ �.� - I., I", I I I , ,;,* ", 1� t% ,� '. ;? 11, k ., ."'. il !� / , :2 1 �ill %. / \ 1. . �� \ ;,. / % �I / � ;1 ;: I'll, I "�%' " "I, /' %;`, I/ \ k� rA t,F p4 ,#N r5 ,iR, F roAow PmNmAv g r r#, F PIRA Fe r1oN 0, C ; \ / �' 11, �,;, I i: ,� 11., /\ �. %, " k / il /I I / \ \ .1) , \k 11 11. / ,;� 11 I / "', "'. \lkt, / %; / Ilk .� ,I, \ \ �;, I I i I 11.�, I, / /' � / �' ,$. "' .1%, I/ 11% lm� 111%,11 / I I/ / \\ . I I ' " 1,l. / ; 'i, . * 0 ,.:t " / 11, . / I �? / \ � �, %;�. , 4?1 .1. ,� I " I 1, \ ;/ ,\*k". �;: \ / *q \ v$1 \ / \ .. I I / 11 ,;', ,%.I� "I I'll, / "I p 1�1 ,111, rll,F ,�Ni:�I*�TR V ;:: ; / 'It "I" I %;11 .::.$ "iI. -� %;. .? k,". !, ,�%, 1.11 "I � \ \ -a ;1 , / / k ) " 'k., \ ,,,, /' Il. � '*I p ", , ,I. 1.1�" , , , I I'll, , %, � '. ,v 4 4 ., Z - - k, - , P, 11 . . ... " ";., " , \ / I Ilk / '' ..' I,, I � � . I - 1, .. " - " ,� -, I\/ .,�.�...___._...._ ,.."",;.."�.:.,.,.",..".".,..",....-......",.,.,.,.%..,....�.,.......'.".,.,,,,,�,e.,.,...,.-,.....,....."-",.....'ll.l.-I...",.., I. L_ I - � I......." ....... _-.11.1-1-.1-11 - , / , �- r / ,/ , , I , - .. -� - , -, , � I , .. LL .�,,�",!.",��".;,.,�..,,....�'.."...,..,..""."...-.".�...""...".,..,..".\.,.""..,�.?,.�,,.,..,...,....,.,�,..,-.,,...,.,..,,,,.,,.,..,...-"......'�,$�.,�'..-",..",....,.,.,--."-",...."...,..,.."!�.".".,��,.'.�.,..,...�,.....,..�,-,,,,,.%-%,..,....,,,,.,.,�".�,�,.,�.,,,.,,....,."�......'...�".,."".",."., , - I I .,,.,...`.�,.,.,.,,�:�! �...!�.I.i�l/.��.I.I..'�,."".,.�.,..".�.,.."....�,�..",."-.%,-I","/ t".., . 1. I.I.I....":.....t......",-.,"...,.�".,."",.,...",""."......"...".,....�,.��...��..�".�..."..,...,., ............. ......... ""'I.- ... -__--_1-1._1.--11 ... ,---,--.--...,--";;".......,.-,.",..�....'�.....".....,..,........�..'...'...""..�'....,..'�,,�..,...,..,-".,....".""-,..".,...".....:"....l.-�.."......,..,..,..-.....�-.-,..,.,.,.,.."""..."..., - ".",...,.".".�l''.....",,."...",...ii,.,....,...........-,�'.?�.,,..,....,.t.,:".,..,,"".,.,.:,:::�.*.=,.".",,.,.,::,*..*�*",*.,.,..*,.,.",..*,"..."..,...��,,,�'........,.,...�.,.-..,."....",:::::":.",.:.,."::",:".:,:,*,",:."*"".�I .,..",.""..'�.,�...."..",.,,�.,."�'..�'. -------" -=...". ...... ,1.11��. --"--.",-,-�-,.,.,..........�..--.....,.,.""�,.-.', . /*`t, .-.-,--,,�1.11--l'-,.--.-.-,-......,-.,..-.,', I .. _.., ...... �i, ...,�.,...,.,,,,.,,...-,.,..."."......."".....,.,.�,.,."...,.,�'....'�f� .."'., .. .. .-.,..-.._."..� ....: _$ , - , ;_ " . p't '....."'.."..., , , , � '_., -111-�1.1111-�-�'...,...".....,.....,.�i�.',,,,,,,..-,.,,.-�=:=, �. I '.. ;p� P*% A ..:I, 7,--"--`, 'i% W. ,, � 'I ,"I",, � 'k .lF 1A.. "." s , P.,"" ,/. / � � ,,,,, 11 I � i� ., % %. / �� :11, ` II. I, ;, " "I i" � I v , ',I . I 11LZ i 1 'I, ; , k� � ; 11, t% /` t� , \ I . - ;,- 11 t I; i%ll * � sf I III , / 1, /I � %; / . "Ill I., / il". A00 Aow A— , .I. , , '1% ".. % *I 11 � / . I I "i, / ."�i , �, , \ *11. � 'k ?, 11 I . I � f", I � '16 40 , I . ., , �, "Ill. \ Llr,, I ", I, % �, .� I ".. ;� / li� / ) I il, \ 11 �, " "I � �e� I 1% \ ; / I, ; kk / ,,, ,,,, lx� I � " ? I J \ � , ', , / \ \ / \ \ � 0) i � I; \ 1. 1; \ / I',, 1� .1t, .'�. " . I / ;i` -� / \. / , I �, � k, I / 11, ;: . .,. N I. t, ,It 1:1 I . � , I I I, �. I/ \ I. "I "s, 1 1 % .. '. 11 I 11 . 11 ./ II.., I 11 1�' I., ,Ill. V1, .\ /41 ,I%. .l;r "I., 1� "I. �, �111 � '14% 1 7 IX.1 r,FR1,44 0 3r. I I / \ / % I?; \ /I .. I I "l, ill .. "k . '. � , . , !� . 11 � \ t:1 1: 4' � I, � , I le, \ � .. 1:., - .�. , � ., '. � / I", I/ 11 11 'I. I / -0 - !, , %; I " . ` ,,, / \ .� I , 'k, , , , / ,it / � 1, 1, - 11 I "I I (_ k ) I \ , � , - � %j '. \ 'll, I . ? . .., �, t. `%, ;e* " � % �! ", / / %, ., , , I. .1 ,$ I 'I, I '. .� "I \ / �. / ", ;:�, P#,454F // SPOR r5 111U44F __ , "I " 1',J/ -I,-------- I, , ______\ , ,_ _:P_ I - - - ------_---_--- - --J'.." '-, � , - �w % .� "I / ". ____ —, "ik"4 U \,0;0--- ---"X/ 2; .,.,. I. "'.4 " ", \1. , " ., . . , , , , , - I, 1� _,____ -�, , � ", .... - ", __ `�e ........ -�,Z _1v_1.____t_____ ........... ( � . ., I , � '%, , A I, � " , , , ". 1� ...I.-.1.1 ......... .� ... -, . .. ........ . 1, �.... .""........%,...�....""..,...,.......,.......�.-.".�.11.,",.,�.....�.,.,'. I .11C, .", I . ., ..1-1.111-1.1'....." '� r...I,.-.-- . ............. - .. � , " .!_._...__ ........ .. �",,,,,.,.,..�......,-.�",..",.,.". 11 ..,.,-.",.,.-..-,....."......�;i��l..,..,."- ,!\ . I .I. -I....".1--.11 .. I . - "Ill.-.".. , _'...". - - - .....1111.111,11�'., -1111-1 k ,§� ...."....'....., I . ......, 1. ,..,,.,.....,.,....._.., .1 -.1-.1-1-1. , _,__1........'_ - 1; ;f k / I'll, ."'. /s \ � '11, ^ \ � I / ,k 1. �' " ,� � , /I !I,, � 0 '�/ 0 le` It ,�%; i i � 11 I II.,;; ` """' _*_ e, \ 2 ""'" ... `'_,_"_"_,_" 11 I \ rRiF 44a,FNP, I N,41AF 5IZW4r 1XFNr5 'I I .,...�........,.,..."�\,-,....-..,I ... , . \ " :- I , , " - //"^�tf!f!N , .1 11 : ,,, "K ,>"!!""",...---"""-,-,--",--, -111-111>11.-,:""�"--,----",,-,"",",-/""I .... �', ,__ - - j '_ , ................ i___,", ---l", . . . ....... 1-1-11-11.1-- - _,"�_-I., �% -1111111- ;, .�_ ______________ _____________ < I I I'll, I. _111--, I `:, .... : ,,,�.,",_, ::,.,. �., :-:-,t,�--_-.-_- ----,-,----, __ " ., i� , , 11, 11 , ...___..-.-....l:;,.!. .., � ;1 "I l, I I , D_ �i .�l I\ ;� $� % / % , �� / 'I, / %ii, :l' \ Ip/ - i ;:� kt% ,I'. I � ii!% "�l, ", , I'll I/ .. /I \% / , 1. � � , I, � , -� 1. 11 / - /\ I .�,, / " \�%I / 4! " " �, , "; ;?/ � /, 11 \1 Y % / 1111.l..., . I \ I / , ," I I ) I ( I I 11 " l� ,,,.,I 1. � ," ,I, I X, I , ,� I f, lik� k ;1 , �/ , 11. ", l" / , ", "I I *11". g; .,., " " I I \ le _� PmNr19A1vs R,140054 2f` AW < I `1 ;1 �iy k, 11. . ik / \ � I I ` 11. ::,le ) ', $ , __j 11 .. .�, 111. �, , / ) \ / I `11. \ `% ,e $? ',,l� /1 -1*1; .11 I k". ) 11 "I %;, / %. �� \ i% , I . p", ? ./ \ , " ., / 11 . "', � \ ,/ I " . % ki. %, 11;, / / 4441AORNM SY6400a �kt I, %;,� , % '?�'. " 1, I ? kj. / I I '. / , / , , "It. :� "'! " 11 ," 11 It". ", I'll I/ z I I / /' I, / 11 ,I I 1� \ " I, � I " L I ,� ,,� , ", , � , .. ;r '.4.' ` ,� 1'.. I, � ,I." I -1. 11-1111-11111.11111- 1� - , -t , ,., "I . ?i k., " v I'll, I" \ / , L_ .; f�,,, �Ill""I",,-.-.--,-,.-1--l.--,-I I� � , ,. i I I � I ", �' , 1-11111111-11"I'l , " " 'u., 11v l �/ r_ Alfitl I �k / \ , , , , e " %� I , I " , t% ", / ., � i. $./ \%/ 11 .", " ____ ."'.l,i " , , ,�I;,� I 1.k I �'_ % , - __ 71 . ............ --"-,- "I . I ;, I t % p.. ", / I. _%, � , , I$\ �, l� �., ,�k. .� . / / I __ ...... :",Z� 11111111-11 "Ill'.111--l'-"",�ll,"-,-"-,",-,� ........... _-1-111-1-111 I - _,___,4___,_________ 7/ 1 . I, - ........ . . .." , k . , ... . .. . . . ...................... ,��1111 .... � .......... "I'l""Ill.,".",,""",:"', ", -, �� ,, " - .......... � ................. . . ......... ,", 1-111111,11-111 1-_-,._-__-_,-_ 1111-1111111111 "I'll'I'll.1111-l"-"-,�----,- "11 ................... . ... . ..... . ......... :_v � I , -1-11111-11-11- ........ � - - - - - - -------- - - - - __ .� % . � / "I". V_ I I % I I . .".1.".., I `� , , . , ", I 11--l�-,-.,...,.,.-,....,....."-., . , . /' �'\ I *I 1� I I ,.I , , ., / ',I. 1;1, I / \ - , , " N - , " , I I � /_. .,.......,.,..', � ...,."."..,.,-""..,.,.,.".,.,.",-.�.""�.,.,.., 1. ...1..'�.,,'._. ... ....... . ... I .... 11 1.11-1-,". I'�.,#,-.-.-,-,"/"........,-', -..,... . " ...1-__1-_-._11._'.� -I.....".",.-.-,.....,.,...".,..,�, '..-..��,_.- 11Z11__A11_.1111__._1 I "' ; z"'.�,""'.- ....................... -,,/,*".;*"",..t,��,,,,,.,.,.,.,,,.,..,..,.,,.,.�.,.......,..- ..,....��,.�'...".......",".,..,....�'..�,.�.....-.,.,��""?,�:.\..!;., s k, !1* �* \._--...� ... I......,_,", ... - ... "..", -I..."-..".,..,..-.......,.,..""...,..,."...".�....,.....,Z,....,- , _,_ , � 11 ; % � % - .,� % 11, " ,�' ?� *11 1, / 1, .� l�, I 0 � / ,,,, % �, 4 ,It , 11 � "I 11, " I "k I i., . k %. / \ \ , N I " , l% ,,, 1. I I, - \ 11 I ,i -� ,,% t'; / / k , . \ / 11. / I I/ \ ) , " , I 1; . $ - - -.1-11 , , . I I .. , I, , ` � I f'� , % . ��VIXA . , ? 'I;. %, & �1! ".. All." ,,,;," .11 \ I %; / I � I I .. I / \ �: - �� k / %11. 11 , / ", . "I. / .% ? I ,I Ill. 1, 'I . ,I , 1. . N , % , , "I \ , \ , I'll It � 1� "I", ?' \ I 'k, / I . -,iil !-, li. , 1� 11 ; "I., / ,/ %. / / \11. 11 / )q. PI tk, / . k. �' %. ?i % *111, / I/ k 'f � l., ;�'. , "', ;: `% 1� I 'i, 11 11 / , I I I I� � \. 11 " ;-, / 11 ", . % ',I � � \ f, - , "I , / �.. , 11 ", / / k ; t'. � I / ,�� Agp6q.66P -1-19-0 14M. -A-90 _24m A" It, , 11 , il , %; � , f � I, ,I, /' . �I., .:; . 41 lllk�, , "I 11", ", ." " - I 4: , " %- *� .__.___11.11_1_1_ -1111-1-1-11.1-11- -11.11--1 -1.'1_'.11.._'-_- I-- - . 11 __ - ...... .. ... ��, , /1." , � i. __.._-)_11`_ " �,.,1_..1..1..11..._._... .�, , 11 11 , "I" I , 1, . ; "" 0 40,WS,fRPYA0,PVMR 049049 0) I I I I . / " ", 1� , . \ � \ " I ,,, 11 / \ It% / ,,, ,,` I ,,, / I k , I i:.-,.,��/? -,,�.�../.", III- , *11 " ,I,, " , . , ___ // �1111 A / . -._:�,, _1-�, .":,"...; -1.`_ I.."....-",...,""",.""",.,�,,�l", ".1.1--.1-1.1.1-.11.1, ....I"...- __ -1 ... I.I.I.�-11�,�,�l".'-.....,.".�.,.. -1-1--....' .'�':11.1 I .. ... ..... __ _":.-,_-.�,.-",;ll.'. ---------. V.- ,.- .. ........ �, . , - - .%..,..%-"",..'�,.-,-,-,----,-I ...... - , 1-1-1.--",-..".""-'-'�'.1'.1'.."""",/..-..,.,,.,"-,-.-",-%..,-.,-�;,1-1"..--..,. _�.�,_-__-__ ___ . ,.i , / ", I .? ,` ; �$' ,4 ,%: l I', . /\ . ,\, It, / �-, I ;;/ * . 11. r ) , I ,,'% I 111-111,11 ------ - ,(_,,_______ __ - I , , % . "I. .,'� \ x .. " � /. . / `% � , `% .00OO/ _) . r') It. ;� I ,,;- ..-. .-- ____ ___� I % .I� � :%% ....., "* I I ?' , ,,.--.-..- ... .. ...... %------ . f / 11 / � / "I �, I zm . C_ ." I � ;, \ , /$ �, , \ '.1 / I I $1. , 11" P"' / \ k 1. % ;� f 11 ., "I, " "' I . / � 1� / .. % lli� , ., ,� � `% / � I _,�� I / I I , , \ I " , - I . , , - , " ., 0 1 1 ...". I "': i., .'I. ,/?, '1� " ." -, i ,?", \ J ,i$ ," I. '? I \ . * , ll .., -, '...... I. . ! I..'��.."..,-.,.......,.....",,�'..". ,� , - I l /, , , ..".11-1.1- ... Z-1. x " I � � II.I...",��...,.....,.,....,.�. " .. \ , , - � ...... _,".". .1, -, �,,,....�,�..,....".,.,.,,....,,,,,,. ......... 1, , , 11 - .,....�..,...,."...,...,.,.....",..."��....."...,."...,.,...,.,.,....,.,.".,.,.,.,.�.�.I _s�.."....."'........ ,.,.... ` .."��/l...,.",,"".",.�.".�"..�,%,�,..�,,,,..............,.,.�,,.,.,... ...., -,....."";,.,,.-"....,,.,,,.-,,.,-.,,"�.",�"""-.."".":;,,,.,,�'..*,l'.11I ..... - ............. . . 1, " _._,_._$",._..._, 1.111,111.�.,��."....""...."""".."...,.I ..... 4----___.."".s.. " '. I `� ........ , ... . ..... * ..... ` I , """ , , " "I :� \ , \ , , ��' I :: Ii, %.i! , I / 11 I �, '. . 'I., / I, 'k, "I �/ r, ,,,, I *I, �, I., ,I, hl. % / 1. I �, � i .% %� �, 11 �� II , Ii I% ;� `\%. IX �, �:, �. k`%". I .�.I, / ,I / .I, /l *11, 4 , "k ,9V.1Re41$ CAIRYSOaPIS 2,9w IOX \ " I I 'I, I �;. I, / , " I �;, k , , � 'I . 4WYON 49000 , l I `,%!� "I , 'i , - " % . ; I . , .� Ill. , -� k " , " , 14 ", - � I A 0 __*1 I P�r % / ,I, I. .. ", %, f 'I / , '. k - i , .. / 1� �� .. " / I I (1) I I � 4 1 . \ %;� / ,�, ?, \ III, �, l,' i / ) / . \ � 4 \ Q_ % \ I .. ;, I %, / I - "" % , � " P I � , .. , , , Upf 014K I ... � 11 �'. .,;11, ,,, � 1;` i" ? k l�, � /1 \ I, I 0 V. 0 1 ', .� , $ s l�,p ; - ......'...."'., " " ..,...,.",*""�1.1,"",.,-..,-"".,,."�".,.�-,...-- , , ,e :11.1."., I ". �� , , ;�.1111 � . ,<� I " - 9 I.I.."..,......"-...,."",...",-,.,.,., �- - . -.1 . ............ -.1.1..-..1---,-.. ., 1-1-1-.__,..__,._,. , ... .."'.-, ..1___1111.11-__,___, , . � I . -, I. k ;11 _`it. /" l% 1 '14 14 . " , U) I I 1%, i " $ , I 1. , , ;," %: ., I. � � ;. I� / \ . 11 ," - / " I 11 I / ," ,I. .� I § I - / .,.-.-.,.-.,-,-.-.,....."..,....,..-.�-"",...,.,.......,,...,,,�,.,,.....,..,........,.,..-,--,--,,,,.,. 11.1.,1111.1 .- .I...".".....; I.-..".-,. -.1-1--l".. _._._,,,;,_,._.1. _�_,,� :_ ...."I'l.'..", ,, 0 .. , , . , � 1� / , , " ..., '. , / ., ., � / I -, "`11.r....._-.,- ........ . . ...... I. -I.."..'..". " I., i I. . -.7...."'...". . ....... _..." . ".. . ........,...".��'..,;.......",,...".,.,..,.".,.,.,.......,...."."l.,.,.,....,."..,�%', �""...........�......,..."..."-,.,�...,-"..-..,.�,".......�': , _f.x .�'..,., -1. V 1111".1'..."..'- 11 -1 -UL -I.. .._.__-.,. _....."...1-, .�-.-...,."-,.,-"""...,.".', 1-1.1111.1 I'll *11 / ,% " � ,,l, ", I 1-1-1-1-1-11-1- \ _0 I t% k. �, !% ��:, `�.- I .1 � 11 \ - I I I'll, I , I � , ;;f � ." � ? f I 11. % ;� % I" k 111. 1� I/ I XA -1---oporl- 11 -, . I I '. % ;, % ,?� 11 1� % / ,I, �� Ill, ".. � � .." 11, / 11, " , / \ I 1, "I, ? It 1, / \ .,lll \ , \ 1� , , , ; * / t \ " I 4....-...-.- . ....... 1/'_---_-_- -7 l", I -.11111-11-1.11 ...... , \ �lllll . � �; ..,..........�,�...�.....�.".�.�, I/ 111� , . / .. , `I_ \ � / ` " 'I \ 'A "... I '� , "' �, , , �, / \ "I'll" ../_'.�....__ .......... :,��,11 ... "... .�......�.".�"."Z�.,�.".....".".�..-". �.k C / I 'i a i".. ',.'I / \ It - , ;l, , i� / 1,� .1 ", , ,i�... ....... � ......... .-.,.,.,.,......�-.-.-,-,-,.....",�,..,,.,.�.,,., .1 -,.....,�.'-.,,.%,-.-,,..-.-.-,-.-.-.-.,-,.�.-I.....Ij 1. , �.,I.__ . " ___ ..... . _'.."'....., 1. ...,.,.,.,.."�"....,......!�.,...�"..".....,.,.,.",......".."....,.., ....." ...Z. ...... .fl1.�'_.-,.-.-.._. .,,L.:",.,,_--. ... �."......,..........,.�..,..",.."�l,"..�..,..,.,..I ............... *.",t,-.�'.1'...,.,..,.",....,....�.��,� .'�.` "..'."._ ""__ 4 1 . / t". 1;, 4P . .......... .."..",_ ,_, I I - ", �Iz -�,I/f ____ " 11 'I /I . ., � 'l. -111, "I __..." il / ", I '11% � �* ", 1, "I "I � \ t 411 .. �1 % ?, j: �,' "It., / , " ;f' \ ,?; I / . /I I, I , / I 11 I \ / i. � 1�, j: %� I I: .". , 51, I/ / "I "' ", , � 111, . . � \ / "I 1, \ "I � / I I , / I � .. .., % ", � -1 0 ,� It '� , , � " " - I , , � . . , , , "I , I " .�, / . , ,� ,,' 11. i.,. '14t / " � 1*1 , ,,, , I . Y5 m - I I 11 "I" ,,,, 'I" 1. P, / 1, . k / I/ 'k .;t \ " \ " - \ $ ? j \ , I I ". 11 I ,,, "' - / , I. , .", ., ;� I " l;k � � II.. , -!;� -,? , I, / \ 11 1� \/ Af _0 I .111, - ,;` I, Id It', ,,, / t, % / � . I " " , t'. & ,,, , 1� , " ", . ................ v x __111-11 --- - 11. , � ...... — 11 - _V11— ., " / I�;,,-_��.'_11111__ 1_-1_-__11_-$z__ _______,____z_ . .......... ________, __ __-, ,-"-""�,�-�,----.-,..,,,""-"-,"-",,,,,-�";�,,-,,,-,-,----,-,�--�, ___-- I ..... _11111111111-s' " .. .� . 'Z, - 5AIRM I 11, ,�, .... ...... -"-",.-,,-,-'.",:�,�",,,-..-----,-.�,----,,,..,----I --- 11-11-4-1 --- - - '___--_ ..... � .................. . __ .. - r " , . , ',- -h 11 I I lt*�, It .1 x �� -------��Ill"".------"-------I ----_' , , %, .. /--.% ,/`t� , 1. 11-, " 't. /\ e`�\ " I �P,�. I % 'e"t., f 'A A , Y. I I N � k I I',, I I ,�, ", " "s , ". f �% ?, � ",/,I, I . " , I / I /,I, .,. . I 4i il� ", � , " \ -1 , .. . ;� . � I 1. / lk 11 / I , �� l%. /1 k ,?ll % �4 % " .� 11 �; 1k `,t / *1, . .. I,, / I 11, ., . ;1 11 I 0000 I N * / i,, 1. I, :;. ;; , \ / X, . I t., I -. � 11 k ", � \ ? MCCRWRIS P11161MR157WIAl AMV I JW4 & f'OAI CAIMR I". I . I It 11 �l - ; " �k ?I 11 .. � , / *1 / 11 "I / I . 6 � k. , . I % / .. ; � ",I; .. 11., I , 11 , I 7WOVAORKSAMMF WYMF 011S# - I I I,,, I/ �, , ,�, / 11 'It ,. / I .1 / \ / \ . I ;1 "; I \ I , ll . , , , f ", ,/ 'I", Z \ Q) - , � ., � �, %I.. ...... ,,/ �,,, lk I . / I , 11 * , , \ U) , I 1� . 1; z �., '' , .11.1.1--l-, � 5. , %; I I I " , -, '11, 1-11 11. �: � - " *I. I . 1.1--.11., _ "., - -",.- -�'l' , , '. , , , ......... " ,% .__,� ... .... � :. I " . . I 1.-1.-..1..k%1.1111 " 1.1-111-1-1 ...... � ..... Z...." . I * 0 � ,% - ,I km I% � ....'.... -I....,...,....�'........'�.f..:,.,- �;, ',I __.. � "I. ", / . / i4 11 \, / - ,�, / ,.-.,-----"--,. ir.*4 s" / , X fft .4 O� M I ZR M9 t#fR RAO MRS$ I . , !� '%;, 11,�' VOW " .?" , / ;1 " �, �., \ / "rowow- . , . I I ? ij ". `�., ,?' " ," ,,,, � � , 0 aMWWROS775 WAR4 A0,FRjer,rR1 5 AW C_ \ � ., `!� I , � , ,,, ,/ , F � 'I,. / " I & 30" ON CMM � " '. ;� " /� ................. 11 .... k" .1-1.1.11-1111--- ".,,�,,,�..,........�...,.,.�,�f..',,,,. 1-1-11'... \ .1-1.1.11.11--,". - ./ I , _,"'."..","."....", ... I .... ;:.",� ............. � ........... _, ...... ....., ..... ��.... � ... -.1- ........ � .. ... .. \'. / , ""....._.".. / \ / , ,�..,..'..�.,.,.,...,,,,,.,,,.,,,...,,..,,.,....,',*'.'..-,,,,,.,,.....,,,...,�..,.,.,,.,,.,�.,..":."...� ,'.",.%�,.r�.,�'.....".......,...".,.",�'.'..-.,..-,...�,,-,,,.,,.,�""",,..,,�,,..,....,,........"".,..,.,., ...�.",.�,,,�..,.,.-'."*�.,.,................�... . `%, CL I I % \ I , "I, ; I ...... .` , " I, , � t, � _,_____,_____ ___ I -- I ", � 'I,. 4.1 .- l� " '�' I, / '*I., ." .", ,,, I." -, � \ .,� ", , , / ... . ..... - -, ' 1.11, ,., -� ,,, " '�'r ...... �. _11-.111 , - .... � .... . ... � ........ ........... ..... i, ___ - 0 _111-11-11111-1 - 11-11:11*11- " �,� 1.1111"..",",.."-,,,,.,,,,....�.,.,..",,,,,,, -11 ............ ;�� .. .... . . 1111111111,11-1----, ,X�'ll".."-""-,"""""-lI ---..-_,z ... ;,_.._._____ , ___, . �.__11_11.1 , �e .... "I'll, 1�1111111111 ---- - __�, I., '� 1:. , x ,1 ,,, 11-1 "I'll" -111-11,11, . ....... , - ,,, %; , , % " lk. p . _1-1 ... Ile --""""�-I'l.-Il.-I"--"",,-,,,,.,,,,,,..,...,,,..,,,,,, -1111-1111-111, ........ _,__,� ...... -1111111.1111-- ....... I .......... !,; -.1111111 _11,11-1-7 � 'It , 1. , - " , ;1 . ',I ;?. , .� /'% " � f � �, "', k ,,4!' 'I.. %, - , . . / 11 I 11 \ . / . / \ / ,%,I Ij / tk 11 11 i� �1, 11 I k. -, '..." ..", " � I" , \ I � ", , 0001 I - .." I I e� \ 'I " , ,-11 - I "It. " \, � !, \ ", "k , ,,,, \ COCIS 49MA00MUS Irs 0144 1 " / \ 11 f , .-,. ,,i, ,,%,�� 11. I / i 11. I I 1.11 \ / I �., I \ I% / I\ 111. " .. � 11 ;? %% I / %." 11 11,14 / 1111, \ I A 10 r ---RN A � 0SUP . . � "I 'I, I. 'u p, ;`� , ,I, / \ / 11" I It, , .. I I / / .11 "I ,I / - ( D Q) x ': " " , , \ / 11. / \ , � I% :, I � / % 1. , I , , %; � I" , I ik". ", / It, .ei \". . "k; "", /I - . "I, A., 'i, Ik., %%� .? %, 11`�, ,.,I ill 111", 0) 1. . / . lk " �1. � � I ) .11 'I `% � It'. ill I', :i "I `l� A k �' ? \ . 'I, �, � 11. 11, � I t, . 0 iii i / , ", "I 11, \ / / , ; I'll, *I 1/1 l" , .. ,9000 , 5,., "', , 11.1 .-�� \ � / , I, , /I \ / 1$ \ / lmwNw AMMS f M4 & lr'ON a,MR , - I .. ), I., ,� I , " *f .. � - ,; / "I I';? I. ,,, , , " ,, , /� , , - , % %; ,� , ""..'......'... I-- I .."....."'Y'.1"'......., ......... 4 ....... ,,��? .......... ..,.,�.,.."."","...,..,,.,...."-,.:..,.,....,-"".,...�'.."..�..--..",l--.-"Ii.-..-..--;,� �t * , ;-_ . , "I - .. """, .1., .,%. .,..-.. � I. 11 , , ,. , .. \ \ CRMPINO I&MN04 , " , , �, , , m ` > I I " , - , I- " - \ 1", , , , ,,, . , I I.- .�%S,z-., ..."'.- _,.",,-.-",!� ... .... __ ....... _.-.__,.,_ -1-1.1--..�l..""�l.',","...,....��'I ........ ........ � ...... -III.- %%"....",.....,."��,e,�,.'�'.....%,..,...%,--%-,-.,,-,-,-,.-.,-.,��.',,.�,.,,,.,.,..�,..,,..,.-� .................... _,_,.", . . .. .11 I,... I .. - - 1-14.11-1 � ___ ____-... ...."...........-".--l'-",.,-,- '...".".."..."... . Z'..", - ".11.1 -11"111111-:p -1 " %, .!" ,,, / ,.I. " )?�11 ", ", , � 11 , " ,!, ---,-- �111111.1�i """ " '!."I�-�!",." I 11 - . - -.I--,--.-.---,- .."'....-.1.1? I"..." ......... .. ��'.........-.-,.-��.1-1��.-...,.,%..,...�..-".,..,..%%..%%%..'-.,. I .... 1-1., � .... ... --._._---_,_-'1 1111 Q 11"'.'..'I"', , "'... :,..",.",..".,....",...".,.-""..,.�.I ... ........ ........... ... � ....... ...,.._..__...... ,...,.�;�""......,....).�'.,,..O"...,.,...,""..",l,,..."..,.." _.1�..:.;11., �/ -1-1-1-1-.1 ... I-- -I....."...",�,�,.,.,,,,�..i',....".."..,.",.."...",-.,-,"-,,",,,�,.......,.,,,,.",*..I ? I,- ,,__...,.,',.,-,.-.. 1.1.11.,..,."".-.,.".,.,.,.�.11", .1.111.11.1.."..-"-""�...","".,.,�,,.- ......1-1-11111111-I.- ..___ ...... J [m] , ___ k. I A, , � I .. - ..." �, 11". /1, I 11-11 f ., "I \ . I \ 49000 , , k , , " / 11 / 1. � , % I , k, ; e ", , .. I """"', . ..... I ...... %-"-, . . ....... ..... . m; ;� , I l% ". � " I \ / 1�1 .I. , ,r:I, 4� ,,� � ", I AMAIMMORM4 MOW* 7 M4 & SO 11 i 9N , CfN MR 4-1 �__ -1."...... ,."..""'..."', .."'.."..l.'....'...."".." _.""..'.., ""i; ....... � ....... _',.-,,�,,,..,.,_-. ...'."...3 , \ L.,'..." .. "' .____....,1 --._....1....1:i%".._.1. _-.111-11.1'....j / � I ... *` ........ . . .. """"""', . `11., , I - !� ,, � W I I .."! "111 " ..... "_...." _ " -, -.__,_��__ ". �"k.."?,�.,.' m ..... � -..—.- , -k' .... __ ___ .1-11 , /,"', "', "' , , " " I" ,� .. i" , I 'I- 11" %-,, .. -l" "...,."."."��...�....,/.:�....."�,.,.,��l.,.,.,...,.,-�..,.,,�,.� ....... - - 0 POR AM$$ "` ** "",-, �r i� I/ '11��j , L_ ) I , . I ". ,e - \ ___ — _;:!� ... !s / SCALE: Iff--30 , I. " I I , 1, , - ;� I __ A��-, " — -IT" — ��- .1 *' — 1, / I / �� I .1 I 0 . " _�, — - '111111 , I ."..."._ ,�.',,..,..."""."f.",.-.,.-,--,.�,...,.,.,",- k" . .............. I "I ...,..-,.."..,...,.....,..,..."".�', 1. _1 ....... ., ,, 111.11.1.1 1-1..... ..,..",,..",...""..,..",,...,.,-""', ", -"-",. I-1--.111,11.. .-- I'll �7 " ___ — — — — . / 111.1, — _1/ — I. — 4� ll�'. , J� :, * — — -, ,�L I, " =�z 1 1 -------------------- —, IL -1-1. __ ___ .1-11-1-- , ��z _- / — \ -1-1.1'.."......1-1-1.1 .."..1-1- 1-1-11-1- I-- - -__-11�1` ... 1-1-111, . — �_"Il_ , ., �._ - — — I I i�F l, k.- -_ , I., I - ----------- - ____________ - - I ------- -------------------------- ____ ____ _,' ^-" - —, - _____ "I CL ;� 1�; \ P, . . , '1% .1 I " - "k / C . � ,�' � "? . �, \ . 1;� / . ____ __ - I , `I. \ / I ,/ \ / Il. W1. . � V) 7 \ / li",\_ T ""'.- �� \ / 1. 1.1 , I- I L_ _.— __ _* - ------ ", / - -k, /_ - \ / - / - \ / \ / \ /I \/ \/ \/ '. .... . .. ... .. \", ,/ I - I ��,.,... I .iwt..._.v 4.q - &�r a', - '. .. .:... ,,, , " ... - , - - ..-,. 16 .. V, . . -i .4 1-."...'..., . __ ' lzp- . :. . t'..; 4. - .. ..... .. .." ::!'��:!-` 741 .; i - ;T1 - T-1 � ,.:,C:. - " 1. : . . I 'I": -.--� ..N... ." .7'. '. " . :., - -, 7- - 1. .It: . :I'd .. . .I , � ..1 ,� - A , -, *1 . '7 '_ ' - - - ' . I , . j # ... z * , - .. .777, -� 77 � ,.1 A m . . I "-"'a, -7, . . -, 0.13, , V ,�= '. . , * . . - ..r I '. .,41 , , j , .., ,..-, -, .p. . , :1 , - -'. 11� , -, ... ..:"* :*� * . - "', , * , - ..!�� 19 - . .. - irl. -, -V �,.�.A.� ,4. . - , , .. � t * '. V., ' , , . I I I - . , , * '� � . . $ �� I I � . . I C 7 - A ,.- - , ,'. - . . V .4 . .� il ** - I -1 * 1 :!4 q '� .. . q, , 1 ,4. 4..' 1. - , . . , ,� --I'. * - . .. �- .� i i .1, - , '# a - V_ . . i, . ." * * I I '. . " ? . V : , ..! I I . . & , I. . . . '6 . '0. V .1 - .t' I .,- , I . I �.: - �.� � . - , . , I. .. I , ., ,. . -1 , , : .. f , .: . C , . , * .1 ", � , -. .. .�-. , . .Nl: f. f - T_ . , ,.F A . . , . , . ; - '.. A , :V, , , . , , .. , .. �C,, , . r�_ I I .a N1Z__N._1'_jd=-'Z NZ N/ j To , *,*�A I — . .iE 4i 1 cu - z . I TING IN NCE BLDG,. — I ' I E) e ill I I I EXZ=7�?VDARD — I 'CONFORMED SET v I'loo, N I S24 C 41 RESTROOM I I 1 C14 1 #- --- 11 — , . V_ . I I . — — I �. 0 1 1 1 ( — — I I L�P I . N . ) . I — -0- -0- 0 � � � Ir I I — _�� I < T_ I / I L�j L�j I I LQJ 0 �T 0 � � - I I __ 1. I w CN I-- — — _____-_1 -IF- . C) lalff L9F _r N IN 0 -" z MA TCH LINE TO SHEE T LA mw 4 TOP KEY` MAPI w SPOR"Ipoln-j"i FIELLE" TURFA 4 w Ar -11m Ar --w w ; LANDS"�'CAPINL`7 PLAN Li z J01 -m THIS SHEET) PHASE 1 . 0 1 z LANDS'm�`CAPING PLAN" w I I u ATSUAO"hUTHWES T CORNER OF PHASE 2 SITE PLAY FAIR DRIVE n 7.1-207 _j I-oll �� .. G�� y . _ . . fl"le Moma DonJ-9-2012 FINAL f IDW wn.* DH STATE FARM SPORTS VILLAGE - PHASE 2 SHEET NO. (0.3%11"ff "' OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer. DH LA - 4 OF 125 ,.-& 11-1 I r.-.- , - "' , " , 11" , " 111_1`� , , �/ " , � -*"" , I * 1'�� "' �k` :z �" - I __1__1`___`1 : �11_ I "� - .1 - ____1 " - ` I I I "I 1.1".1 ill I ./ 1.111, I " 11 11 I I 11 I , Iftft J;U4,.. �Ik* / " � I \1 L&ft . 4 1 11, / I I 11 I [ ^' T - I . , ( I I I I I _1 ( ( - x I , � 'I I -____,`7__`, " ...... ,, .......... . � .., "/ I T , - " I'll I I - ,� I - 'I/ "m ,��k — � . 1. `1 T- va � 1-1�* f 11" , 5 y , Ij ,I >,!!�T>4 0 r%A I ( LIM I , cl I I " "" I "', I I "_ , -I 11i I ,Date: ,311512012 Pecked By. p-(p.Pk- 1 9001 ASHE ROAD . . I I I i I I . 0 1 3 1 I h- 0 z 0 0 10, e-- f`\ w N o N r N z w w z z w a 0 rr. V. 1 1 i Y. a EXISTING 96CCER FIELDS NL' 0 AT SOUTHEAST CORNER OF PHASE 2 SITE SCALE: I"=30' '�, PUBLIC ► wr WORKS ; �► DEPARTMENT w .r Inneer r 2K21• t �I s ■ r / rl AREA OF WORK — (SEE ENLARGED PLAN THIS SHEET) PHASE 1 KEY MAP 0 PLAY FAIR DRIVE 9 �, im "/6 i B�fdl. WA I m r R►V�4-G-WttP CITY OF BAKERSFIELD 1501 r► BAKERSFIELD, CA 93301 4 rn c� C 46515 Exp. 6-30-13 C1V1L �. OF, C Ak- 171 / / WE tAN.P5eAP4r NO M5.,- C405,FR rl-1,#N 211"l irROIX 4NY r AND MOZINDCOMM ARFX5 APPtY 7-1121144YV r - Ps AIWK ON 94RK* r m r mlim j F ro a lo� i/ FoR #ppRo 1// 14r R44 MM5 P4ANrF.P A//r/-`//NS7 OF ANY #WRP5MPFA4,F1AFNr r (AINIMMIX 30`.ArPr1-l) N4 111% A R Or A#N� l r .r s / r RFCOINIA I I rl-I,F PmNr5 �9RF ro xF pzqNrFp?i r r1-1,rp1RFe rIoN or .8 N111AF 5140:r• CJ/NiMN 5 PLANrAN!/S RW -610051 CALIFORNIA SYMIXORE 2ff" BOX 0000 ,VA1/UUS NIGRA /rALICA LO/t1BARDY POPULAR 2f" BOX 0000 0QUERCUS CAIRYSOLEP/S CANYON 4/14fORK 2�f" BOX 4000 1- Z 6 BACCAIIRIf PILULAR15 TWIN PEAKS 1 GAL & f' ON aW R 0000 7W1N PEAKS DGi/ARF COYOrf BRUSH ® KARL A RSrSR A.619M R REED GRASS 0000 Cf M1X,4GROSl7$ 'KARL AMRfrER' 5 GAL 0.90" ON COWM / CLRCIS OCCIDENTALIS 75 GAL 0000 / \ A4FSrERN R, MOW AWONA R0,MF 1441, 18" ON CAI R 0000 CRh PIA1$ IMPONN ' AAWNAMN RIMNS 1 GAL 30" ON CENrER 0000 DEER GRASS 7.1-207 SHEET NO. LA -5 OF 125 0 1 2 3 Q 0 0 F 0 m LLJ 0 J 0- v, Lol r - z LiN t-- 0 N f sN V Z N:0� W W Pz S5 Z Li Li 0 04 'T" ON 'pi, MESA, I L PIT, MIT, pir" 9_1 P1191 IN I 0i L9 4 1 g I 11 wil i 44N.0561AF No rF5,, 1, #44 51_1R41g5.4Np ogRoampeoilFR5 Nor xr pmNru C405,rR ' w�rROIX 4NY w /' w ,I 5VR�r,44F 2,, IN 444 51-IR419ANP e�RMINPCOIIFR ARM5APP4Y 1-7121" 4,4XFR r rr P Xl 14 4 C1-1 4 144 K ON w / coN rRI ic roR 5#,#4 4 51 r m r mlxP4 � r ro el? y � c o -R t#PPRo owPRIOR rO APP4161rlON, 3,, 1944 C4MRIINCT P.4 r,# AFR C11Y M #KFR5AZF4.P M�TPMNrlNg 5r1lN.P,#RP5 4ND -V',, 444 M�T5 PMNrF.P Allrl-IIN 51 Or #NY 1-1,4R.056lAFA4,F1XFNr 5#& 4 R4 FeA Flm F 114 Im F.#R Roo r g,#Rm rR Pj rR 5pi ra r1el i rIoN5* (101NIIAMIX 3011Ar.Pr#) NV1lf9,FR Oir PKM�45 A�R- 1X,#Nl4r,#C rl1RFRf &-001X1#,FN.A# rION5, 5* Ir 11r141rY5 1NrFR�TRF Or# rRiT OR 5#RZ19 PIANrlNa r#, F p4 i qN r5 #R, F ro g, F p4 iN r, F. p R r r#, F. PlRj Fe r1ry ar1-1, F � FNo 9INi TR 0 NORTH WEST PLANTER ��`r�..♦ii+f�i�V�V�yiO�V♦V,,ao+='► �� ii`FSA1� p�rn�lr+�+'�II�VPRINAONNIN. C�+O+O♦t#+0,,,:!!r♦i#O+O+O+ii;A+�►+�..,�..;i�O+f+0+0♦O♦O+O+tf♦O♦QAC aQO.��!s.r+p+l)+�i;•rev♦v,.+0+0+0��+�+'��•Q�♦!D+iii+v,,tl•Q♦000♦O+O+�♦C 'o+O+ +OHO+tis♦0+0+0+0� �O�O+QUO+o,�f+0+a+,vi+0♦O+t`�'+' wO+O+Os O♦O♦O+t�♦..f��t`,000♦O+i+O��t1,1f.�s�+..♦01Slid O♦O♦O+O♦O+C!�O+Q+O+O:,C lis o►.zezez.ieze ARE (SEE I MdKEE ROAD I I { j A OF WORK I A6FEbT}PLAN i j= C01X1AFNr5 0 ct� J w V) PHASE 1 1 644AORNN ✓,V4#, 0Rf FAIR PLAY DRIVE 0 0000 POPlJGtIS NIGRA /rAG/CA GO/`1BARA)° POPULAR 24w BOX 0000 Q1J�RCt/5' G,�IRySOG�P®S 2�f BoX CANYON 41W 0-4K0 0000 mrAmwAs 9,44G1VIRIf 011,11MRIf WIN ,864 S I GAG R 411,0N CSNrFR L mumAL rlfl/N PEAKS AMRF COYOTE" BRUS,�I L A L PL 0- L 1 A' Lail a' LA 641ARWRO5775 'KARL FOFRf R` ffip�l%pll%wlllql SN'T'NAMPAIN 75 GAG 0000 11 All-IONA REPEN.S l GAG lB" ON CENrFR 0000 +Flq , L PA4 L p, L X A L P � i v L PL PL 'I FL , 9, AL 1 IN , % IN Imm &7Aw _.m"R lam _m -.9L .' i FA LOA ., eve► a&VAN ,,� `�i �� LIP EPAWAPAITSMAIN NrlOwnlel I I11 -Aim R ON a 'T" ON 'pi, MESA, I L PIT, MIT, pir" 9_1 P1191 IN I 0i L9 4 1 g I 11 wil i 44N.0561AF No rF5,, 1, #44 51_1R41g5.4Np ogRoampeoilFR5 Nor xr pmNru C405,rR ' w�rROIX 4NY w /' w ,I 5VR�r,44F 2,, IN 444 51-IR419ANP e�RMINPCOIIFR ARM5APP4Y 1-7121" 4,4XFR r rr P Xl 14 4 C1-1 4 144 K ON w / coN rRI ic roR 5#,#4 4 51 r m r mlxP4 � r ro el? y � c o -R t#PPRo owPRIOR rO APP4161rlON, 3,, 1944 C4MRIINCT P.4 r,# AFR C11Y M #KFR5AZF4.P M�TPMNrlNg 5r1lN.P,#RP5 4ND -V',, 444 M�T5 PMNrF.P Allrl-IIN 51 Or #NY 1-1,4R.056lAFA4,F1XFNr 5#& 4 R4 FeA Flm F 114 Im F.#R Roo r g,#Rm rR Pj rR 5pi ra r1el i rIoN5* (101NIIAMIX 3011Ar.Pr#) NV1lf9,FR Oir PKM�45 A�R- 1X,#Nl4r,#C rl1RFRf &-001X1#,FN.A# rION5, 5* Ir 11r141rY5 1NrFR�TRF Or# rRiT OR 5#RZ19 PIANrlNa r#, F p4 i qN r5 #R, F ro g, F p4 iN r, F. p R r r#, F. PlRj Fe r1ry ar1-1, F � FNo 9INi TR 0 NORTH WEST PLANTER ��`r�..♦ii+f�i�V�V�yiO�V♦V,,ao+='► �� ii`FSA1� p�rn�lr+�+'�II�VPRINAONNIN. C�+O+O♦t#+0,,,:!!r♦i#O+O+O+ii;A+�►+�..,�..;i�O+f+0+0♦O♦O+O+tf♦O♦QAC aQO.��!s.r+p+l)+�i;•rev♦v,.+0+0+0��+�+'��•Q�♦!D+iii+v,,tl•Q♦000♦O+O+�♦C 'o+O+ +OHO+tis♦0+0+0+0� �O�O+QUO+o,�f+0+a+,vi+0♦O+t`�'+' wO+O+Os O♦O♦O+t�♦..f��t`,000♦O+i+O��t1,1f.�s�+..♦01Slid O♦O♦O+O♦O+C!�O+Q+O+O:,C lis o►.zezez.ieze ARE (SEE I MdKEE ROAD I I { j A OF WORK I A6FEbT}PLAN i j= C01X1AFNr5 0 ct� J w V) PHASE 1 1 644AORNN ✓,V4#, 0Rf FAIR PLAY DRIVE 0 �iVVVV"M v%�ii'QTii17;1i1�i�:V.';;' ''V,Vi�1i�`V►of`fi�\rr"i/1G Ci♦O+Q♦O+O+ +Q♦Q+Q+{l+O�,!`Q♦iii'4'O♦OQ`O`#r♦�:+A=t'»+d10+11+0+0♦C a♦O+O+O+OQ©.f.Q�.+�r♦O+C��t,!.r+w►�i�1v+Qw��`Qj�l�++n►+!.1`ININOOC Ci+Q♦Q+Q+O�v♦�D+Q+Q♦OAC+O+I�,,•�i+©♦QUO♦b`Q+O♦O+O♦O♦�i�+0♦O,�♦�1v C C1+O+Q+Q+O{�a+Q♦O+O♦Q+O+�.+..+y+0`♦OOO+�I+�'�+�00�!:+�i+�r+:♦vr♦O+SIO C Q♦Q+Q+O,©+0,�"►,�,Ci+O�!i+41�►♦Q+0�01�♦�►0a+a♦Clt�♦Q♦O+Q+tiO♦OAC �e�sae,e3e�� .��ee�seee.�,4��►+A. .eec�eeee��.eee m ........... C il7.....m MA TCH LINE TO ----SHEET LA m 7 TOP r 0 1 1 +t a m V 0 e'q'gof ESS E. eta C F CIO REGISTERED ClVg EN GI NEER C 46 515 Exp. 6-30-13 CITY OF BAKERSFIELD q C!VlL 1501 TRUXTUN A VENUE TF cA��°� BAKERSF IELD, CA 93301 REVISIONS No. DA TE I DESCRIP TION ';s- i I / / WE WE 9_0 a� ® C01X1AFNr5 644AORNN ✓,V4#, 0Rf 0000 POPlJGtIS NIGRA /rAG/CA GO/`1BARA)° POPULAR 24w BOX 0000 Q1J�RCt/5' G,�IRySOG�P®S 2�f BoX CANYON 41W 0-4K0 0000 9,44G1VIRIf 011,11MRIf WIN ,864 S I GAG R 411,0N CSNrFR 0000 rlfl/N PEAKS AMRF COYOTE" BRUS,�I KARL iOORSrWR AM ?WR RHEA GRASS 0000 641ARWRO5775 'KARL FOFRf R` 5 GAG & 30" ON 4fNrFR 4IRC15 OCCIA N, r,44 S 75 GAG 0000 ��✓ rERN REABUA All-IONA REPEN.S l GAG lB" ON CENrFR 0000 CRMPIMF INKA N 1#V#1,,FNBWRG/A RIGEN.S 7 GAG 30" ON CENTER 0000 AE&R M,455 APP A MR L AP 1, Fiie Nome.-Don3-10-2D12 FINAL n: OH STATE FARM SPORTS VILLAGE -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT fob No.: P2K219 Engineer: OH Date: 3/75/2072 Checked By. u/,�, j+�• 9001 ASHE ROAD LA -6 OF 125 0 1 2 3 Q 0 7- z m 0 w CL 0) z <C J 0— J Z N O N O 0 0 U) a J 0) 3 N 0 a C- 0 - I Q) az a U) 0 0- V) V) I Z w O N v - O C/•^j V Z F 6y W W z V z W 0 WQ VAY;,Pff 00 � i � RZ�A� " d j 4 ANP544A F No r, F5. # io #44 51-1Ri)g5,4Np ogRoaNpeomFR5 51,1.444 Nor xr PaNrFp C405,FR r#RN 24"" FROIN RNY #1qR.P56qP4F 541Rr??4F 2# IN 444 51-IRI19 9NP 49R041NPC0l1,FR iqRk95 9PP4Y 7-712' 4?i?,XFR Or RAF -014100P - ON AqRKdo CONrR??C rOR 51,1114t 511b1'X1r 5111AP4,F rO C1700Y AOR APPROOR4 AR ARIOR rO (SEE 3 # 1144 C4,61RINCTAI r1q AFR C17Y Or 91q.KFR5,r1,F4.P rRi�57 A4??Nr1N49 5MMAIR.05 AND i:�111-AFUNK5o zl,, iu rRiT5 p4lqNrFp oA- #NY 1mRp5c1ipF 51-1114 4 Rj reA m1i r / 14 INA F.#R Roo r xRRRI, rR PA FR 51PA Fa c 1-cli rIoN5* (ININIM111V 3011.PFPr1-l) Nl11X9jFR 5o 1,r Vr141r1,F5 1NrFR1TRr allrll rR�T OR 5#RV9 AMNrlNog, rl-I,F P4lqNr5 IqRr ro gr 1>4lqNrFp Iq r r#,r PIRFe r1oN or r/- /, r j rM 9INh TR 0 �Z, A rf#I'Fff K, MMA - a r*4- & I AW/:I:#AF I'll „RI Lo Q?,pFESS/oil �c✓ REGISTERED Cl VI L ENGI NEER w C 46515 � 171 Mj ON * Exp. 6-30-13 s�gTF C i C' � ��\Q OF q�\ i?.DESCRIPTION Am NI V9 rA FRI94 4 1 Wj FNd 04 P#,45A F // 5POR r5 V14 4 1 q 194 F rRh�r 4,06N.Af 51ZAF 40 1 ® FN 5 f'GANiANUS RACE/1?0SA 24�" aOX CRLIFORNIA 51,CANORF 0000 QUERCUS C11RY54L��'15 2�f°` SOX 0 CANYON LAVF OAK 0000 0 0 844411AR15 P144VLAR1.S rAVIN ARKS 1 GAL ' ON CFNrfR 0000 rAVIN)P,09KS PAV,#Rf C0Y01E RRUSf1 KARL A0, 05W Fh,ArHER R, FO GRAss 0000 CALAIhAGR05r15 KARL f0,FR5rrR` 5 GAL !9 30" ON CENTER CGRC15 OCCJDENTAGIS 15 GAL 0000 Gt1E5r5RN ROMP /f?MON14 RFAMS 1 GAL &)W" ON 4f NTER 0000 CREEPIW 1AMONN ... /RV IMNRERGIA RI NS l GAG & 30" ON 4,NMR 0000 A R GRA55 } t {CONFORMED,SET 3 S-------------- mA I—CH L INL' TD 5HLL' T LA- 6 TUP SPORTS FIEL D TURF AREA 7.1-207 LANDSCAPING PLAN LANDSCAPING PLAN File Name.pon3-10-2012 FINAL n: DH STATE FARM SPORTS VILLAGE -PHASE 2 SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT fob No.: P2K219 Engineer: DH Dote: 3/15/2012 Checked By �(,b,(�, 9001 ASHE ROADLA-7 OF 725 0 0 1 2 3 d z N o I O i Q a i N i 0 L- 0 0- V) h z LdN o d z W W z z W a 04, MA TCH LINE TO SHEET LA w 9 TOP AOW P4 9N MR r, FRI? 14 4 o o L o v i! FN& 04o pl�f,+SE // 5PORTS 1114496� ?'REE 4,F09ilFN.V., N,41XAF 51z4FX COIXIV,/i/?S PGANTHNUS RACE/i90.SA 241"BOX CAG/PORN/A 5y4A1#0RE � 0000 0QUERCUS CL1/�ySOGEP/S 25�" BOX 0000 CAiVyON G/f/E OflK syRvas �E��N�.• O BACCl�1AR/S p/GUGAR/S TW/N PEAKS 7 GAG ON CANTER 0000 TW/N PEAKS Dl�c/flRf COYOTE BRUSH KARL fOERSTER fEAfflER REED GRASS 0000 ED CAGA/iIAGRO.ST/5 'KARL FOERSTER' S GAG Q 30" ON CENTEK CERC/S OCC/AENTRL/S 7549,44 0000 WESTERN R, 094 /i9ANON/A REPENS 1644 & 18" ON CENTER 0000 CREEP/NG /iIAHON/A /i9U114ENBER490 R/GENS 1 GAG (QI 30" ON CENTER 4000 DEER GRASS 41?A1P54#AFN0rK5,# /,, �qu 51-1Rt1g5 qAlp 4:5;Roz1Npem1jFR5 51-ou Nor gr p4,#1vrrp C405FR r#??N 24--'�rROW 9NY 10R.P561AF 541Ri4;9CAF 2* IN 1944 5#Rllg ANP i9R041A1.PC0l1AFR ilRkq5 19PPtY 1-112" 4tfYAFR O� r R F. 04 100P Al 14 C11 4 4 14 K ON 99RK - p coN rR? ic roR 5#& t 51 .. In r 5? ilxP4 r,. ro a ry , roR iippRo ilti4PRIOR rO s?PPUC,#r101Vv 9 # At t Ct i WA #NCA F - A# r,# Ar..R Cl 0/7 1/ 0 r 9tlKA P4?qNr1N457 5r,#N.AqRP5 9NP 9V1P4F41NAF5* //,, A44 rRiT5 R49Nrr.0 Allrl,11N 51 OF ANY 1,19RP56lAr airlArN 51,1g4 t R� FeA FIvA F g t IN4 rgR Roo r g? qRRIA rR f D- cArl"v rION5* (WINIMMIX 90// N1 //XX FR rr P,4NA F4 5 A rR AWNU 4; 9e rl IR, rR5 R rrION5# 5 * A c - Z / r14 / rZ F5 IN r, rRi 9: RwA r A // r/-/ rRz.. T OR 51 -IR 9 P4 9N r1N, 9. r/,/, F � 4,4 gN r5 gR, r ro g, F P4 gN r, rp g r r//, F. PIRA re r1av oFr#, r � FN91Nh � FR 0 D.10-2012 FINAL • P2K219 Date: EngineerDH CheckedU f 171 1/ 99,of ESS vQ\-\ E ca � � C 46 515 � * Exp. 6-30-13 ��9TF F' CAL\F��Q REVISIONS -. Filkil EE ROAD L2 i I I I I o I o A OF WORK = NLARGED PLAN cn NIS SHEET) Q PHASE 1 FAIR PLAY DRIVE G�F -- I r CONFORMED b -T I w [M;JXi STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD SCALE: w - 7.1-207 SHEET NO. LA -8 OF 125 0 1 2 3 c7 0 0 0 m w 0 n 0) Z aC CL J Z L% 0 l 0 O N 0- 0 0 U -U O / 0) N N a s U) Q W r -- r -- Z W N 0 N t� 0 N Z ry W W Z_ 5 Z W 0 / C fA b I em pzm IP02, McKEE ROAD I I rN I i I I I i I I o a 0 w z Q A OF WORK PHASE 1 NLARGED PLAN HIS SHEET) FAIR PLAY DRIVE 0 SA ME A S NIE A ND NIE PLA N TER FOUR TOTAL A,B, C AND D •i I w • 311512012Checked By. 14- to) rrt ineer DH O pRoF ESS REGISTERED CIVIU ENGIN ER � C 46515 �t Exp.6-30-13 CITY OF BAKERSFIELD .q�. Ci v i 1501 TRUX TUN AVENUE of CALr�O� BAKERFIELD, CA 9330, REVISIONS No. DA TE" DESCRIP TION 271 / / ON 4 14N. P544A F NO r, F5, 0 - 0 7,,,444 5#Rz1R5,4Np ogRm1Nxn14FR5 5#ti44 Nor gr P4??Nrrp C405,FR rl-1,#N 2"'el"' �rROIX iINY A1,lR-P5C4AF 541R�r44F 2, W &4 51-IR419AND 9R041N-X0t4FR ??R4F1q5,4PP4Y 7-712"" 4t#%FX 0r R04100W INU.-CI-1 4144K ON AIR* CONR4C rOR 51-1444 5419INIr 5NINAU- rO C17Y rOR IIPPR01444 PRIOR ro APPUC.IrION-p 3 * 44 4 C4 4 FWR4NCA F P1 I r,4 A FR Cl I Y Oic 94KA P44Nr1N49 5rXN.P,#RP5 iqN.P 9l11PAF41NK5* 4* 444 M�T5 1P4,4NrF.P Allrl-IIN 5'Or IINY #1lRP5C4AF aF1XFNr 5#44 4 R4 Fc4 a /� F i q /, -, Im F1 iR Roo r g, iRm FR P4 FR . fp� rarx4 rIoN5* (XIMIX4119 3011.Pr.-Pr1-1) NZ 9 Or AIM F4. f t r /X? qN4 lr4C R FR5 R4 FCOMIXPq rION5, 5s Ir 11rWrY5 INMR)TRF Allrl-1 rRiT OR 51,1RZ19 PMNrlNg. r1,1, F P4? 9N r5 #R, F ro g, r P4 / iN rs P� # r r/-/, F. PIR4 Fe rIoN or r#,�',FNgWiTRO cir, SET CONFORMED STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE-v,D 7.1-207 SHEET N9. LA -- 9 OF X25 0 1 2 3 e'®/xlN?S PGANrWaS RMAX05W 6WAORNIA SY44WAOR5 27" BOX 0000 POAUGUS" NIGRH I?HGICA 4000,H0YPORIMR 2111, AM 0000 w 47MM S cyRY$0401S CHNYON 4111F OAK 2#"90W 0000 AWCAIHRIS P/4414AR1a ill/N PhAKS i GRG if #' ON CENr R 0000 WIN PEAKS Du1HRF COX0ri'aRUS# ® KARG MfRSTER FEKM R REFI ARMI f 0000 CAGHWWRO.Mf 'KHRG ,420MMER' S GAG & 30" ON CENTER CERCIS OCCIAENMUS 15 GAG 0000 AIMMIV AFAMP 1XIMONIH REPENT 1444 fP 18" ON CENTER 0000 CREEPING Al,f#,ONOI UkGE/N8�RG/H Rlf,NS 1614 & 30" ON CENrFR 0000 e a e SER {7RWt I I i cir, SET CONFORMED STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE-v,D 7.1-207 SHEET N9. LA -- 9 OF X25 0 1 2 3 NO TES. (03m) for 1. Use teflon tape on all threaded ,mints. 2.0- (50mm) a5 (015m) 2 All risers and nipples shall be Medule 80 PVC sized Concrete Wall as required by the Recreation and Parks Director 3 0 - (75mm) turf heads 3 All fittings shall be Schedule 40 PVC sized as required kr) IN I • CL of planter 4. Mere irrigation heads are installed within embankments, For small a drain valve or eheck valve is required to prevent erosion. 1.5' to 2.0' Rod. Check valves and drain valves shall be installed at (046m to 0.61m Rod.) locations as parsorbed by the specific field conditions Rex Nipple and shall be approved by the Recreation and Parks manufocturas, and performance requirements Director prior to use and placement. prevent Check KVm and drain valves shall be installed at locations Lateral Line Tee (SST) 5 Use Medule 80 PVC conduit with an endosed be constructed with Schedule 40 female adapter or I I approved by the Recreation and Porks Director prior to IN, pedestal, slope conduit to drain 1/8' per 1.0' placement and use. X required for a# water protection deilces. Minimum 5 All pop up heads shall be 1.0" (25mm) from concrete (.%in per 0 Jm) and asphalt area. All large radius irrigation heads (port Install Top of Head 0.25' cirde) shall be 4.0" (100mm) from concrete and asphalt (6.5mm) above F.G. for 6. Construct 0.5' (150mm) Class "B" concrete slob as areas. Height of pop up heads shall be as follows.- part circle and 4 0- Grade 4.0`�,100rnm) for lawn areas U# circle. (100MM) for f SIDE HEW required to receive the pedstol mounted irrigation control , I � � Z N1 irrigation installation shall he in accordance with 1.0' (0.3n) for ground covers city standard4 the latest occVted edition of the BACKFLOW PREW90ER QH) dock. Compact 0.5" (150mm) base to 90Z relative density prior to placement od concrete slob. 5\ Fw\\ 4�\tll Sch. 80 PVC directed by the Recreation and Pelft Director F/1, Nipple (TIT) Water protection unit Z Mere pod ckde irrigation heads adjacent to a building back of irrigation head 110 volt power wall, locate irrigation head 4.0" (100nm) from face of Single Strand 14 Gouge building wall to back of irrigation head Direct Burial Copper WIre 8 All irrigation heads shall provide 100' coverage with A$W*& r UA no over spray onto sidewalks, streets, walls, and buildings Addition of heads may be required at any time in order to achieve 100X coverage. 9. All irrigation installation sha// be in accordance with city standards, the latest edition of the California Plumbing Code, and manufacturer's recommendation, Section 20 of the Standard Spedficodon4 and as directed by the laterial Line Recreation and Parks Director. by approved by the Recreation and Pa4s DIrector. Top of 10. All motedals shall be now and free from defects. Asphalt A 14" Slope 11. See approved landscape / irrigation plans and legends Concrete Surface (036m) for spedflc model numbers, size, quantities, U10-111&for B Lam MMUE4Q E®f A&MdW manufacturers and performance requirements. 12. Any and o// changes from this standard shall he 18& approved by The Recreation and Parks Director prior (045m) to any type of construction. Double Wire Wrop (go/v. - 12ge. Fig. 8 tie /�\ \ \ \/ \ \ ~ 4 locations Redwood Stake Sch. 40 PVC 2.0" x 2.0" x 1.5' Tee 50mm PLAN VIEW (SST) (50mm x x 0.45m) A A N//Ke Sch. 40 PVC Sch. 40 PVC S/ or Tee Marlex Street Ell 90 (r1T) Ell 90 (T11T) /;D\ Sch, 80 PVC Nipple (SST) FILENAME: L-6REV - SIDE DATE 6/2/99 STANDARD DRAWN DETAILS FOR CONTROL DAH M. SHAW CLOCK, OSCILLATING HEAD, SCALE Lateral Line AND TRIPLE SWING JOINT N.T.S. APPROVED MOLE 5W= WME 99M SHEET NO. CITY OF BAKERSFIELD L -- CALIFORNIA CITY ENGINEER:1 PUBLIC WORKS DEPARTMENT Finished Grade Place Maxicom, Win near the main Ine at the 9 o'clock position. @ HM 1.0' (0.3m1 Place Irrigation control wires near the main bundled and taped at lo, oa-n) intervals. Locate wires at the J o'clock position. NO TES.• 1. All electrical wiring and water lines shall he installed 25' (076m) deep in a Schedule 40 PW conduit when crossing roadways or under any hard surfaces 2 Mere the raftird maxicom irrigation system is specified, the maecom cable must not come into contact with the power supply or valve wiring. Locate the maki- com cable near the main line at a 9 o'clock position. J. If more than one line is installed per trench, provide 05' (0.15m) horizontal and vertical separation. - 4. All PW solvent (glue) shall be I/71 (primer is required on main line only). 5. Landscape and h7igatlan improvements within the dedicated street right-of-way may require an open street permit. Check with city engineering department for requirements. 6. Mere open street cuts are required to install various irrigation lines and/or wires, all street patching within the city right-of-way shall be in accordance with city standard ST -12 or as directed by the City Engineer. 7 When there is a change in fitted direction, all irrigation moh; fines larger than 20` (50mm) in diameter (pressure lines) shall be secured with concrete thrust blocks In accordance with manufacture's recommendation and as directed by the Recreation and Parks Director 8 All irrigation lateral lines shall be doss 200 PVC If a lateral line is located under a hard surface, Schedule 40 PVC is required Backfill and compact according to standard ST -16. See Caltrans Sperm for surface treatment or as directed by the Recreation and Parks Director. 1A ZML 1.0' 103m) r- finished Grade Backfill 9. All irrigation mainlines 20' (50mm) in diameter and less shall be Schedule 40 PVC Irrigation mohilhms greater than 20" (50mm) In diameter shall be doss 200 ring fite PVC Schedule 40 or approved equal by the Recreation and Parks Director. 10. Any and all changes shall be approved by the Recreation and Packs Director prior to implementatlon. 11. All irrigation installation shall be in accordance with city standards, the latest approved edition of the Uniform Plumbing Code, Manufacturer's Recommendations, Section 20 of the Standard Spedfications, and as directed by the Recreation and Parks Director 12. N1 material used shall be now and free from imperfections 13. See approved landscape and irrigation plans and legends for specilic model number, size, quantity, manufacturer, and performance requirements. FILENAME: L-2REV 1 See Note 171.0' (03m) for N0 TES.• DA TE For large above highest Finished 01W 3 0 - (75mm) turf heads (0.3m) kr) IN I • CL of planter 2 All risers and nipples shall he Sch. 80 PVC N1 fittings For small sholl he Sch. 40 PVC. ® AEEE�� Finished turf heads J. All loterals shall be Class 200 PVC or as required on plans. Grade Rex Nipple & bubblers manufocturas, and performance requirements Ell (ST) or prevent Check KVm and drain valves shall be installed at locations Backfill 9. All irrigation mainlines 20' (50mm) in diameter and less shall be Schedule 40 PVC Irrigation mohilhms greater than 20" (50mm) In diameter shall be doss 200 ring fite PVC Schedule 40 or approved equal by the Recreation and Parks Director. 10. Any and all changes shall be approved by the Recreation and Packs Director prior to implementatlon. 11. All irrigation installation shall be in accordance with city standards, the latest approved edition of the Uniform Plumbing Code, Manufacturer's Recommendations, Section 20 of the Standard Spedfications, and as directed by the Recreation and Parks Director 12. N1 material used shall be now and free from imperfections 13. See approved landscape and irrigation plans and legends for specilic model number, size, quantity, manufacturer, and performance requirements. FILENAME: L-2REV 1 See Note 171.0' (03m) for N0 TES.• DA TE Spray Heads above highest Finished 01W 3 0 - (75mm) t Use teflon pipe on all treaded joints (0.3m) for Bubblers 3 N1 materials shall be now and free from imperfections • CL of planter 2 All risers and nipples shall he Sch. 80 PVC N1 fittings 4A sholl he Sch. 40 PVC. ® AEEE�� Finished 6.0' (150mm �TIT) J. All loterals shall be Class 200 PVC or as required on plans. Grade Rex Nipple 4. Man irrigation heads are h7stalled within embankments, a drain valve or check valve is required to erosion. manufocturas, and performance requirements Ell (ST) or prevent Check KVm and drain valves shall be installed at locations Lateral Line Tee (SST) as prescribed by the specified conditions and shall be be constructed with Schedule 40 female adapter or I I approved by the Recreation and Porks Director prior to IN, N placement and use. X required for a# water protection deilces. Minimum 5 All pop up heads shall be 1.0" (25mm) from concrete A per U.P.C. 1, and asphalt area. All large radius irrigation heads (port Install Top of Head 0.25' cirde) shall be 4.0" (100mm) from concrete and asphalt (6.5mm) above F.G. for Finished areas. Height of pop up heads shall be as follows.- part circle and 4 0- Grade 4.0`�,100rnm) for lawn areas U# circle. (100MM) for f Director (See standard L-1) 1.01 03n or shrubs )f , I � � Z N1 irrigation installation shall he in accordance with 1.0' (0.3n) for ground covers city standard4 the latest occVted edition of the BACKFLOW PREW90ER QH) Unffibim Plumbing Code, manufacture's recommendatlon, Section 20 of the standard speofficotions, and as 6. Mere part ckde Iff4allon heads are adjacent to a building Sch. 80 PVC directed by the Recreation and Pelft Director wall, locate heads 1.0' (O.Jm) from face of building wall to Nipple (TIT) Water protection unit Recreation and Parks Director before implementation. back of irrigation head Triple Swing Joint FILENAME: L-3REV Z Mere triple swing joint is required, see city standard See Standard L-6, Detail Z L-6, Detail Z Swing joints shall be allowed on all irrigation heads even where not required 8. Any and rill changes from this standard detalf sheet shall laterial Line by approved by the Recreation and Pa4s DIrector. "Ilk I I A, 1 9. See approved landscape and #6gotion plans and legends specific model numbem size, quantity, manufacturers, U10-111&for B Lam MMUE4Q E®f A&MdW and pearmance requirements __-Ftnished Grode-. % Sch. 80 PVC oNipple (T11T) Ile` N Triple Swing Joint IV N \/\�j See Standard L-6, Detail Z Lateral Line rip" me UE am t ma (S* mom W Finished Grade FILENAME: L-7REV I finished Grade - _1.5' Min. 1.0' (OJm) above 15' Min. 4 5m) concrete slob _(0. 45m) o / �/ New Concrete Female Adaptor From Water I meter Brass fliffings Concrete Thrust Block per U.P.C. . .... .. I '': I Galvanized Piping & riffings Z TO Valves I (Typical throughout) DOUBLE CHECK OR REDUCM PF&WRE BACMLL UG PREMWER (awter than 2.00 (50MM) DAM) Bross Fittings /Nipples NO TES. 1. Except as noted, olf poring and fittings shall be galvanized unless opproved by the Recreation and Parks Director 2 Use teflon pipe tape on a// threaded i0h7ts or / Nipples 1.0' (0.3m) . approved equal by the Recreation and Parks Director. DA TE (1.5m -3m) in width or as above highest Finished approved by Rec. & Parks Director n-Mler head Grade PVB 3 N1 materials shall be now and free from imperfections lInstalf trees along CL of planter only) 5 I J' Concrete 1.5'Min. 4. See approved landscape and irrigation plans and INS on-,: legends for spedfle model numbers, size, quantity, (045m) Rob 7 (045m) manufocturas, and performance requirements A.: 4 , :.. , I ... •.•°••4. . 5. All transitions from galvanized pipe to PVC pipe Mall Female be constructed with Schedule 40 female adapter or Unions tor approved equal by the Recreation and Parks Dkector. Concrete 6. A 6.0" (0.15m) think reinforced concrete slob is thrust blot ;k 777� X required for a# water protection deilces. Minimum A per U.P.C. 1, clearance shall be 0' (0.46%) on a// sides of the :A4 : device and as directed by the Recreation and Parks 4 A 1. %A 4. Director (See standard L-1) a Galvanized , I � � Z N1 irrigation installation shall he in accordance with From Water Meter To Valves city standard4 the latest occVted edition of the BACKFLOW PREW90ER QH) Unffibim Plumbing Code, manufacture's recommendatlon, Section 20 of the standard speofficotions, and as (2.00 (MMM) and low) directed by the Recreation and Pelft Director 8. Any and all changes Mal be qDproved by the Water protection unit Recreation and Parks Director before implementation. 1.5., 4 4 ' 151AM' FILENAME: L-3REV 4 (0,4$1m 4aAlA 1.5, 0.4 (0 -4 Required on all Assemblies /N WVCRETE PUW Top of valve box See note 14 on this sheet) Extra Com trol Wire Female Adapter Schedule 80 Nipple (TIT) A Main Line 25' (0.76m) expansion loop for all wires. F rtnished Grade Control wire Common Wire 16 See detail V' on this sheet Main Line Brick NO TES.• 1. Use Teflon on all threaded joints 2. All nipples shall be Schedule 80 PVC NI fittings shall be Schedule 40 PVC 3 All irrigation control m(m shall be placed in a plastic irrigation control valve box with top of valve box 2.0' (56nm) below finished grade in turf and 2.0" (50mm) abow flnished grade in planter area. The following Plostk valve boxes and lids are deemed acceptable. Any deviation for the accepted boxes and lids below must be approved by the Recreation and Parks Dkector. Ametek PO -17J-134 Lid P0-170-001 Box hioak P419 197ap" Lack Tab Lid 419 Body Box A Installation of extra irrigation control wire from #740on control dock to remove control wdve Is replied for each manifold (bundle of valves, Extra wire shall be a different color than the one used to operate valves. 5 At irrigotian control wires (control and common) shall be 14 gouge UL. single strand copper wire, taped and bundled at 10' (3.0n) intemls and placed new the ftigatki; mainline at the 3 o'dock position. 6. All wire connections shall be waterproof and approved by the Recreation and Parks Director. Splices will not be allowed unless approved by the Recreation and Parks Dkectar The approved solkes will require the use of a splice box. Z Maintain 20' (0.6m) separation between remote control valves (centerline to centedine) when more than one valve is installed in the some location. Root -Ball install root barrier panels as close to FG. as possible (T)P.) (See Note 6) ..%. am ELM= NIZU 0 Tree Support V1, T or equal Stake(s) (see note 12) Trunk Guard for turf only Water Basin 4.0" Berm N, Crown of Tree to be 0.5` (15mm) above FG (throughout) -Planting Tablets (See note 16) Natural Ground Ground Prevailing Wind Direction Tree Trunk IL I Tree Stakes Support UM ffAa LM 770Af Tee (SST) Main or Ell (ST). Line Schedule 80 PVC - 1.0' (03m) TIT Ell (ST) (Plan view is for valve instillation - Datolf T) @ 25' (0. 76m) of valve box expansion loop Rnished note 14 on for all wires Grade 0' T (See this sheet) or Ell T Ell Schedule 80 Nipple (TIT) and Female Adapter Main Line Brick if A Extra Control Control 0 wire Wire Common Wire Lateral Line SWZE mm 8. Mere possible, locate valves in the planter area. 9. All irrigation installations sholf be in accordance with city stand approved edition of the Uniform standards, the latest Plumbing Code, manufacturers recommendation4 Section 20 of the Standard Speciftion4 and as directed by the Reaeollon and Parks Dreclar 10 All motaials used shall be new and free from defects. lt Any and o4f dwges shall be approved by the Recreation and Parks Director prior to knolementation 12. See approved 1hnd;cqpe1#*tkn plans and legends for spedflc model numbers, size, quantity, manufacturers and performance requirements FILENAME: L-5REV NO TES.• t Apply soil amendment as per sal test All trees shall be staked with now 20" (5ftm) Did. (pressure treated) Lodge Pole Pine. Remove original bee stakes from of/ plant material delivered to the project site and install new tree stakes. J Construct mound as required to secure plants stability dining construction Installatlon. 4. Arbor tree guard or approved equal is required around a// trees planted in lawn areas 5 Root guard barter is required on a// hard surfaces when the tree trunk is 5.0' (1.5m) or /= fivin any had surface ROO ban* parallel along the edge of hard surface 6. Planting tablet shall be placed 20" (50mm) below finished grade new root foundation as fellows: 1 - Tablet per I Gal. (3 79 1) J - Tablets per 5 Gd. (18.9 L 6 - Tablets per 15 Gad. (56.8 L) 9 - Tablets per 20' (06m) Box Z Any and a// deviations from this standard shall be cpprowd by the Recreation and Parks Director prior to construction. d N1 landscape Installation shall be In accordance with City Standards, Manufactures Recommendation, and Section 20 of the Standard 4wdrIcabona 9. All matedal used shall he new and frees from inoff fections, 10 See approved lon6cepe and Irrigation plains for specific model numbem size, manufacturer, and perfolmonce requirements. Shrub Wafer Basin OXI Berm (100 mm) X ;)Ng Z Root8all th?g Tablets Note 16) 2X Wtdffi Of ficotowl MICAL SHRUB FILENAME: L-10REV okof ESS/ SS/ o, E REGISTERED CIVIL ENGINEER Q: C 46515 Exp. 6-30-13. CITY OF BAKERSFIELD C/ 1501 TRUXTUN AVENUE BAKERSFIELD., CA 93301 OF. C REVISIONS For planter areas 5=10' DA TE (1.5m -3m) in width or as A approved by Rec. & Parks Director 3 lInstalf trees along CL of planter 4& (106mm) berm required City Standards , Distance varies S-1 & S -i on-,: ra Root -Ball install root barrier panels as close to FG. as possible (T)P.) (See Note 6) ..%. am ELM= NIZU 0 Tree Support V1, T or equal Stake(s) (see note 12) Trunk Guard for turf only Water Basin 4.0" Berm N, Crown of Tree to be 0.5` (15mm) above FG (throughout) -Planting Tablets (See note 16) Natural Ground Ground Prevailing Wind Direction Tree Trunk IL I Tree Stakes Support UM ffAa LM 770Af Tee (SST) Main or Ell (ST). Line Schedule 80 PVC - 1.0' (03m) TIT Ell (ST) (Plan view is for valve instillation - Datolf T) @ 25' (0. 76m) of valve box expansion loop Rnished note 14 on for all wires Grade 0' T (See this sheet) or Ell T Ell Schedule 80 Nipple (TIT) and Female Adapter Main Line Brick if A Extra Control Control 0 wire Wire Common Wire Lateral Line SWZE mm 8. Mere possible, locate valves in the planter area. 9. All irrigation installations sholf be in accordance with city stand approved edition of the Uniform standards, the latest Plumbing Code, manufacturers recommendation4 Section 20 of the Standard Speciftion4 and as directed by the Reaeollon and Parks Dreclar 10 All motaials used shall be new and free from defects. lt Any and o4f dwges shall be approved by the Recreation and Parks Director prior to knolementation 12. See approved 1hnd;cqpe1#*tkn plans and legends for spedflc model numbers, size, quantity, manufacturers and performance requirements FILENAME: L-5REV NO TES.• t Apply soil amendment as per sal test All trees shall be staked with now 20" (5ftm) Did. (pressure treated) Lodge Pole Pine. Remove original bee stakes from of/ plant material delivered to the project site and install new tree stakes. J Construct mound as required to secure plants stability dining construction Installatlon. 4. Arbor tree guard or approved equal is required around a// trees planted in lawn areas 5 Root guard barter is required on a// hard surfaces when the tree trunk is 5.0' (1.5m) or /= fivin any had surface ROO ban* parallel along the edge of hard surface 6. Planting tablet shall be placed 20" (50mm) below finished grade new root foundation as fellows: 1 - Tablet per I Gal. (3 79 1) J - Tablets per 5 Gd. (18.9 L 6 - Tablets per 15 Gad. (56.8 L) 9 - Tablets per 20' (06m) Box Z Any and a// deviations from this standard shall be cpprowd by the Recreation and Parks Director prior to construction. d N1 landscape Installation shall be In accordance with City Standards, Manufactures Recommendation, and Section 20 of the Standard 4wdrIcabona 9. All matedal used shall he new and frees from inoff fections, 10 See approved lon6cepe and Irrigation plains for specific model numbem size, manufacturer, and perfolmonce requirements. Shrub Wafer Basin OXI Berm (100 mm) X ;)Ng Z Root8all th?g Tablets Note 16) 2X Wtdffi Of ficotowl MICAL SHRUB FILENAME: L-10REV okof ESS/ SS/ o, E REGISTERED CIVIL ENGINEER Q: C 46515 Exp. 6-30-13. CITY OF BAKERSFIELD C/ 1501 TRUXTUN AVENUE BAKERSFIELD., CA 93301 OF. C REVISIONS No. DA TE DESCRIPTION A 3 A 4 Out(* 00UPLER YAMS SHALL BE VC CMNO )4NYL ddW%. WF(H KEY PIR EACH V . ALVE ORR0E0 EQUAL BY CI W. ENGINEER. -CONC.SURF ASPHALT e MADE FIS AR Fffift. sco.80 Pvc. 24" NIPPLE(T.T3 SCH,40 PV .:94 8 RM Kr L AM I mom' j A A A AV A MW 4P SHEET NO. PO Ln 00 Exp. 6-30-13 LO BAKERSFIELD, CA 93301 N No. r -- DESCRIPTION O N NNQ 6i.. r) O Z W �\ at�) V! m c - 0 L Q E L_ 0 N a) Q 0- I 4N 0 {{ �- VI M 14- Fj** jjl:� I' ANSEE SHEET SDm2 , R V EXISTING SOCCER FIELDS ------TAFT HIGHWAY A I V f[S 7ff aAp#'AA _ff a A Us- PIMA AP, AD FAV, to V mmfol 'I AM O Q(tOFESS/ONA` E P � � I v ad=- ®.- - - - 4 o REGISTERED CI VI L EN GI NEER C 46515 Exp. 6-30-13 CITY OF BA KERSFI EL D C 1301 TRUXTUN A VENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION it 4T it 7.1-207 File Name: Bose—KEN711 —STORMS Nwn.• OP STATE FARM SPORTS VILLAGE —PHASE 2 SHEET N0. CITY OF BA KERSFIEL r"A, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer TMA Date: 3/15/12 Checked By 43•G •fit. 9001 ASHE ROAD SD -7 OF 725 0 1 2 0 W elfCL Q n ?•- m 0 LLJH O n I 11 It— i..�_ i l i N 0 N C_ I 0 co � C_ y F- 0) 3r z Q ry0 a I- V) I C- Z LLJV U) (tD^ (yU) t t t C_ .6 0 In .a Q 7 N 0) C_ n 0) 0 L_ 0- V) V) N T_ z Li N r - O I T_ T_ o t� V Z_ E w C.5 W 0 m =- ; , ru%-3 SEE u 4- . � " " ,I ,,, ,� �I #:�. � � ;l I I I I � �l � 11, , , , , t � I I f S � I �. I �, , , ,I I I I II ,I I . .I, , * ,I I I I I 11 � � ,I I ; ; *1 ; I I'll, I I ,I � an an an an / N / 'f% " , " " " 5 s; f, # ; ` # < s's 's 11 ,,,,,,,,_,r,,,_r„--,r_,.,,,,r,,,,,,,,,,,,,,,,,,.,w_„_,rr1111.,,.-„-„_,,,,r,,,,,,-1111.- --,-",-"-,--,"",--,-,-""----",,,,--,-1-1111.11,,,,..r.,,♦ ♦,1111 ',�. r-, -', ,., ,,. ,-, ^1111,,. ~'s. �,,1:111,- ,-1111.._,. ,,1. ,,, _. , I _„r ,.,.,1.1,..1_.,,1.1..,,.1...,.,-,. ,J]-.r„rrrr ,,,w„ .._,._.._,,,r.,..r._.....rrr.,r..,..,r,,,,,,,,,,,,,,,,w.,r...,.,._„.,_,......,.rrrr....rrrr,rr,r.....,,r,,,,...,.,,,-,.,,,,._,.,.,,,r,,,..__.,r,,,rrr,..,rrrr„rr,,..,..,,,,,.,,....,,,,,.,,,.,w..,,,,,,r..,,, ;', 111 1., ,.......r,...r....._. _.. '� _ _ _ -------- 111_ ._ _ '�- _ i i I ti / r rrr+crrr,,er rrmrrx trrr.-rrrer,r,r,.,r_r,,,,,rrr_„rrr,___r_„__rr_,r.,,,:r_„-,r,,,,__,�,,,,,__r _"""•-..,,,,yam_ N6,� W ) �� ROP STt?RM DRAIN LINE �' F III,! I ill'am,111101011111It x : . { � � , . 1111 ...r ..®. _.. 1111 1111 �... `.. .., . .., . ..� "=-•�__�; ,1 1111. 1111. v..,nr._-1111 1111. ..® 1111_ - 1111.. 1111_ ...�• ....,...._...........® .� ... �~-�... , � ill�iill�1!11111111111 I 11111 � � 1111-. ,. �,1 `" !""__l_ ::sY"n---- -- -- _ _ 1111 �.... � 1111_ 1111_. .o.,, 1111.. 1111• - . - _•_.........._. - - - 1111., 1111.• - 1111 1111_ •1111•. �__:...l.�.-�� ~ �`�"ti::::::, . ,,,, , :�.,.,,,. 1111 �..e. ,®. 1111 11. j I "" `` =1111. -- '~- .. _:~;:;:' ! ° i x _ .. 1111 1111., ...,..:...,..... n... n............. ,n 1......., n:......... n,:�„: ,....... , ... ..:..1.... I { r ' -„�;,. 1111,, v.:.,;.....,,..... , y.r,1...: •,...,..,::':' 1111 -...�' I. 11 _- _ -- _,1111. ~•�.r„r,.-r•)..., .,[..._1.....r.......r ® `_- .. i... ,. : 1111 , .. ,......................... ,J :• .,,,.111._ r,_1_....,_,.,,,r„,r,,,,,,,,,r1,11„..,1,1111„1 ,,,,,,,,,,,,,,, ,, I I _ ., r..r_„............................. 1111-...,.._._,.r...r..,.,, ,,.r,..r.,,.,1,... 1111, - 1111,. c r _ , , .., I „�#1111.. / ' 1111, „rw.,, .,,: I .�. ,,,,1..11..1111,,...,..~1111,;,, . _,1,,.....r..r,, 1._,.11,., • j ........... I 1111... 1111 1111 ..�.....,. �. __...__.. �. _ 1111 v.......... _ 1111. _ _ _ _ 1111 r:: ! f s I !I 11 I, s `'' �. ,J -f -r-, 1111 1 { # ,,,-1. �, ,.�., �,. , 1111,. 1111,. , 1111.. f; 1 s- I j i.....................................................................................1. s 1111 .. ............. rrrr... .. 1111... n..:,,:,,,,., #.......,.,,.....,,.,....................,.......,......... n,....,, ...............,................... f 1111 's I` ., . I I--il :....... . s s !.. 1111 .. ......................... ........ .. ............... . { I I .� ' I •- -- -- _. ___°• - _ ,........... - ®....._ - _ 1111. _ 1111_ _ ............. _ - - _ _ 1111..• 1111, _._.._..._....,.•... _.... - .•..w. _ _ _,.•. - ,� ,- t` .............^..•............•............................ f f f s s I i I , rrrr . r.. / { f :;;.:._...1,.,1,11,,._,,,.1..,1,,,,,,,,,,1,. { f , # , S S I 1111:-., s > , ' : } . , .......... r...:1111 1111 r..%.... r. .. r I I.,....... ,.....r........1111.. 1111... ,.........r... ; 1111.. , • :.,............... 1111.. 1111 ................................:. � :n.:..r,... I I .. ...�, ,.,..,..... 1111..} - rrrr. r I# ;. ;: { moi'., ;I ` r /� . I ,``, , I . : : f ! ` It { { /. I rI ,, I,I, ,,,..........:............._...... l .:. I f :::::::::::: :•..:::............ . ..: r } ,, r : # I i : I : . : ; # I I I ; �, i I I< f ; , < ;: ! •,. I. : : f ..,..,,..,..,,,.,n..^....,n,:,.,...,.,.^.,.......................................................: ... .... ..... s% ,/ ; I n...... ,,,,....:.. .......... .............:...... .............. ,. ........,,. 1. . / ,, I #I I I I I ; { I / , i { I -'-'' ; ,,,,,_,,, ,,,1111_- 1111 { ; : # I I I # # f f< ;I I f % I, : i i ; l } ! . : : } i f f : : : f f i f ,,,,,,,/ w,,,,,1,1w,/ , : .,, , , J .. ... n•. I • r ..............:..., / .........v 1111... . . j I :, } f; ,; I ., ,, ., .; , , r! • , !! , r .; .......... ... ...r; ..;:. ............... 1111.. .....:::::,. i I I 11 I ; 1111... . i i :• f :. ... 1111 .. ..........:... . 1111 .............. 1111. .. . 11...11. ../ r i I } I; 11,11 , I . I i I # # # rrrr. :..:............... . : I I II I s 4211.11,11 11. 11w 1111-„ „--1111„ 1111,, ,,. s I I I} 4 ; f f I ;i ii f /f I ! s ; i ; , r7 I 111111,,,. ,,,,,,,,,,,,,,,,,,,,, 11,1111„ ,, ./ I I i : I , r 1111 ; } ! .. i f t ;: � i i f : ; i i I i ,, /. ! / „ ,,, 1111 „ , __ , ,/ , / I f Ey+i 1 i I r `r y f 2 ,..r.,...ww.. .w,.,..1.�,, 1111 „ /, , `i. i f . rrrr... .. 1111... ... . . i , 1111 , ,,, , f / ... ...1.11.1 .... ! ' •I ! i i „/ r : ti 1111... .. , , ! ".! , •: } 1111.. ✓1111. .. 1111 1111... ,,. ,. ... , 1111. 1111 ,........_..:.... ......... 1111 ......... .. : .. ,.. ... ,.. ... 1111. :. • 1111.. .. .................... .. 1111... ........... 1111. ........,. ........... .. .: r/ r I I � t .. . ,. ,11.. t......:.1 .. .. 1111,. 1111.1111. ,...,.r.... ,:,. ,,...... ,. 1111 1111.1111 ,.. ,.. ,,. 1111... r ,i ii f / ' / { /,,,.1,,,,.1. .1111111111,;, ,1,.1111, 1„11,,1„ 11,1,,,1., 111111,_ I / /' .f , i r 1 I i I f 2 i I 7f I 4; ; ; r, f < i i ; i 1111, _ I i f / , . . ,. , , _ „ 1111, 1111 1111,.. „! I .,.,1.,.,.11.1,, / ,, I. W� E 0 DDR NL !! ' ' �! E P RF RATE Al /NE N I / j , I I i j 1111 1111,-,. /,, „w11,.,,. „-.1„1.1�, , ,11111,. 1111,_„ „%' I I I , , I NEW 95 ReP STORM DRAIN LINE { f11 I .rw !, 1 r r, f 11 �. I ! i ................................................... f / . , 1111 ................ 1111 rrrr.,, 1:111. I r ,.. ,.. .. , n..n... . ..✓......,.. ,. ,.. , 1111. n......,.:. . 1111:. r !! , �, ; � i I 1 , .1ww..,.,,;,..,,,.,.,, ..,.w_, 1111,.. ,1,11..,., I I # _ : 1111 ; I ,,, 1111 „ , „! ,,,,,,,,. ,-11..,.,,., ,..1111., w .,r.' 1 , ; r I I I I ; I# i ' s I {; f r 1111,.,, 1111• 1111,, 11„11„/, , , 1111 - 1,/ ,,,1111- „�:, , i /! ,/ f jj , f i 1 i ! r.:: i / ; t } : � 2 1. . , i # ,,. ,,, .,, 1111,, I .. , r , ,. 1111 1111 1111 , . , ... I r ' , 2 •1. ' r :: 1111. -, 11:11 I f #ii / f I : , r r� : f ` , 2 I ; r 1.111. .1111.. ; s s ' /' /r s !.1„1., , ,...1,,,,,,,1111,,_- ,,, !, .4 I I { 1111, „1111„11„ , , , „ ,,,1 , , , /, ,. , , _,,,,,w,r„_,,,,,, , I { ;I I { I 1111- .1.w 1111- 1,,,, ,,, I If ;,,111,1_ z'~„ 1111 , „� r,1, 1111,.-1111,-,� 11.._,,,,,,,,,,: . I/ {{ I: i / .,/ ,111,,., .,! 1.1,11 „% 1' ,,.,,,._..:. w ,.. r:. _-, _ 11-,,, 1111,,-,, , 1111 ... rrrr w , r :.:.rrr,,. ,: :.:rr.1,.11...,....,. r.. r.: ✓1:111 r :. ,.:. rr,.r .. r- r ; 2 r' .. °, : r , .: vrr.�r.:::.w,.r:,1:_':,,..:,,r .r:,.v..v ::.:..r,rr r1rX :..:.111.:: irrr . ; . ...:..:..:....:. '.,nr.::.: , .: .. 1111.. .r:;:1.. ,�-. . . I 11 1111 .. t } > rr I I , , , .., 1111 :,,n.n.....,.,,,.r,.,..,,n...,.,,,,,.,....,r.1..,n.n.1.,..,1.:.n.n._..1.....n......n..n.,r..,.. •,n......r....,,n.:: { f r I ,_.,.,11...;. .,.,.,.,, 1111,,, ,.._.,.,,, r r i f, I I # I I ' I I # I # # #` { / ,I' , -1,1,.1„ 5,,,1,1,,,., 1 f1/ . I I f i I ; , ,; , {I I , I ; ' ;, I I I f 1111-,✓„iI .... ,.-1111,-r -1111..-, / ' � f` f / =I �: I I (; ,/ ,�„--1111,, Q n. . . 1111... .. . . .. ; , r i :: ). ; ` ,... n.,,,.n•.,, .._ .n...:.",..n:..,...,,.."...,.,....v,,11n...,,.,.11..."• .....::11., f I I,,,,.....111n•„11n:.,.,.n•.n.,n.,,n..r„11n• n..1vn,•.,,.,• n..,.n.. n,.n..,,,,..,.:.,n:...,,:,n:.,a 11.11-,. ,,,1111,, ' ,,,w1111, 11111111 s „_,,,,,,, ,,,,w„ _ i df { I I „, 5,1. #I { { sI 11 x I I 1.11.,., ,,.111,11 ,1111,,,1; �, I I - I I I I I I 1. .� ,.,..,,.,, ,,# s # # # I `` I f .......... x,111.11... .._...111 � .,,.,,,.,, ,,,,,w,.. , . i � I i, I I { 11�.. , ./ 1111. .. #I„ :ji 11 , , ., .,1,111.1/ I„ .,,.,,,...,,.,.1.,.....,,., ..,,1,,,,,.,..,.,,.....,....n }f I11. I f # ..1.111111; 111,1.11.~;11,11,,.11., 1111,,,✓, I I { I r r ..J } { I% �......1..... 11; .1,1111,,.. . ` p r II ; I f I, I I s s 4'x,11.,,1,.,. ,11,,,,,,/.x,,,,1111,, .,,,,,,,/-1„1.w,:i I NCW C� PRFVRAIGD DRAIN LIME f I { { # , ,I I, ,� 1111.11111111, �I { s r x1,,,1,,,,,, ,,. , ✓1111,,,-. ,_11.11-, „i } s „#1,1 1". ,..:.1..11 11 .,,n•..,,,_. .,.....:..^.....: n•...1..:....:... .. , ," ... . . ... . # :� ; ' ' .% I , r / ' I I ,.,.,.,....,,,,,,. ,,.,.,,.,,,,.n.n.,... v., n.:, 11,11n:.n...1.::....1.,..,.,. n:...,n.....,.n.......,11.,,,,..,.-, : ; r 1 :; I ; I I; „w1, ` 1111,,,-, ' ,,,,,,,, /, „ I �. o- i # { �� ,,,,,,,,,. ,1/,1111,1111, ; - : !✓ r„r.,, ^1. l F # i f ; �, ` ; ' �, ; fir' ; } �• , ; I I ,. ,1,.11, _�-,11.,1111, 1,..,11„� 1,,,.1„ w/! ; , I I; • I { { f # # # ii %5,...11.1.1, �+� ,.�/.,..1...., ,I. � I # # # ,/ / I I ..,1,.._.1 11.11_„ x "-",11,1 1,,,1,1. ; # x i ..�,,.. ,n•, 11:11. ,,,,,,,,,,,,,,.,.^,,,... r,,,.....,,:.,....,,.,....,.....,..,,.,..,,,,,.. ,,.,.n•1.1 !• , �, : # i ! I .1r,r::,~„1,,,,,,,.11,,,1111111111111111111----,..__,_,1111,.11,1____1111n11,11,..,~,.,111111.,. # I I ,,11.11_„_ .11111111,,,,11.1.,,,. ..11.11.. 1111„111, 1...,.11,./ , r r 111.r..1.1._1r_.rr1111r._11:.r..w11n�,rrr r,.vr.1111:1rw,r.rr.r_r1~1.1111 { I { 1# -,11 f ,,:,: r.�rrrr,,11,...•:r_11�•r:.r:: �r:r..w �~1111rr:.r,r.r.•~11111, x { ;I rrrr.. ., f "i I I 1...1 { s f ! ..,1 ..11. 1111 1111 1,1,,,,, ,,,,,,,,r ,.1 . , .. .. ... ... „ , ,., ,. , „ .. „ , ,,, 1.n.1 !, r i �.. , , , „ , t I I , I I _ .- 23707 ._.__ _ 1111.. �.... - -070-'._..• - -1111.. =Mo_ - _.• ._ _ ...� - --2MU - - _ - _ __. �.. s� ' 30�0� � ��f�{/� # � # # I s .i.. „f1„- 1:211 ,./,., .1.,w 1 .1/,1 :Y„ 11!11 i • I S �, I -.,_..1..... # , .1„1111,,-11111111. 1111., 1111,.,,,_,,11„ 1111_ 1111-.,;,,1,..11,,,1,-,,,,,,.1111111,11 5 S ' I �„ �, { 1x,1 r. -, : tr�':,,r...rr-.:,r.,.r.r1r.,.rrr.,rlrr-111,--r„r,rrrrr.rrrrr..rr rrrr..:rr.:.,.r.-,r:.rrrrrr.r.r11111 -,.,,11111--rrrr,r,- r1-:rr-lr,-rrrrr,r,,,r,1r„1rr--r,rr.rlr-.r:-rrrr r:.rr,rlr.r,lV,r,rrrlr,.r. 'i" „/" ! , # # r �:. rr.� , ! m $,r-ry.rrr} 1111... # % i ' / # ; 4 # I # # # i / N90�0 00 E 724 76 -, /111„11.1/ ,1 .................., -,111.1 „1,-„/ „/ s I r,:_.:1r,1r,.:.11,. x r,rr r1, ..........1:,.:rr xrr .,rr Q I# i! �� ,i f,r rs # I �:11 1�1r1r...r..,....rr-.- r.... , r 1 L : f # - rrr , rrr r::,^: , ... .. 1111 . , 1111, r :- :rrr rrr -rrrrrrr r: rr-r-..::.,rrrr,rrr-lrr-::r1,r. :: r. �.,.-.,rrrr x ; }-r-rrrr-r_1rrr.. r-r-.,rrrr. :.r-rrrr...1.111. rrrr 1 rrrr.. r .. :r.,r. .r ....r, -..r rrrrr. r-,rrrr.... ,: i i %f f } t ;11 ; i I -� I f „_.1..11..,. , .,11-.. ,,,,,,,,,; ;I I #{ j II# I • 1...;.,..111.... # ' I I #r f t; !, -„ - ,,. 1111,- , 1111, , 1,.1,,.1 .,,.1,1.,1 _,-,1.., .1/ 11 1..111. .r...:. r:. r,.r rrrr. ..:,11,rr1w rr_ r.:.r._.:, _ r.,. _ _,.11,11.,:. i I # I .11.,..v,.rrrr11...rr::rl.rnrw,r .:r.:r.r11r..l,.rr...111r err rr_r,_:.,.,111 r. n:rrrr„r_ ..n1._, . I I f ,��' 1111„1111:•1111,11,., .,,,,_.. , ;; ; I r <..... t. ; r,✓„-,r,._w. 11...11 ,, ,11„111,.. !• r_ rrr11rl.,rrr:-. rrr_rr-_r:r. rrr,...-r, / . f 1111 . 11.11. r ,rr_- .„rrr-. rrrxr„1.rr-r-rr,.. rrr.„ rr I ! rrrr . -_ -,rrrrr.-r r,r._,rrr.�r._..rrrr .1.11.1..r.:.v.--r.-..rrr-,rrrrr.�rr_:r.-Nr.-..1111 _rrr,..-1111.- r-.:.v,.-r:111..:rr_rr.r.vr, rrr ,. r r r ; r ' r r ' r _-:_r,1-_„rrrrr r- r r-.rrrrr. i : 1 f I I x : : I I r f r r r I i i r i i f V� i I _. r -.r rrr rr , , '1111.^...,.,...: ,i # r r , # /! f r !/ f f : yrr rrrr•..:i{.�: rrrrrrrrrrrr.-r-.v:rrr-:ll: rrrr rrr--rr--rrrrr:r-r-:r:l:r,rr,rrrrrlrr,--,r-rrrrr„rrrrr.rrrrrrrr.y ``r, f---rrrrrrrr-.--r..rr,rrl.�r---r--r,-rr:.--rrr-,. rrr--r--rrrr----,rrrr,.rrrrr:rrrr----rrrr.----.,rrrr----,r„-r,# # I# x �i....11-1. •11....11...J,_,..11..1.1 „1„111,111;11,111,,.,,1 ,11,.1,11,/ sl ��•'', ' I ; f ; i ®.. s .� ... 1111 ... �.... 1111 ®. 1111.1111. �.., ®. • ..�. 1111 1111 ..+.+ 111 1.._ ore . ® .r.e. ..�.. ..®. 1111.. ......r ..� .� �. .m.... 1111 J 5 r ; r ` ' , r o®. a.... 1111. r : ; ; # # � % f #, �, �. 1111,. "' - x ronnoi: , ,11, 1111ift"ifi(fiff x , 1111 11 11 9 NNo I # 4:,,,.1.1.... .11_„ ; .,11,1,,,,;,,-,.,1.111, ......._ . ; :>::::�:::::::; r,rr.r.r1 h s / , ..r r.,..,r.,,. rr-.. rrrr. r. rr--1...,1_1,.. r.rrr,_,-.r-.r-..r:..rr,-r.:r:rr. rrrr....-1111.. rrrr.... ,_ ,rr r r r r rrr - r - . / r r # ! I , rrr-..-.r.r,rr-.r,1-,~- r-.-rrrr.., .-rrrrr rrrrr . -rrrrrrr-rrr --1 .rrr -- -r .rr,r--.r.. i -r r- ,.r:: r- ... .. r•s s 3r. Ii i%# % , ,111...,,,...,.111:....1..r,S...,1,11,1.n•.,:.n•.,,.r.,..rn•1,..111...•.,11n•.,,,r:1..,,,r .:..1,....w1... ,, ^w1,,,..,,,.11,n.,, ,,,,....,.. ,.r n.,r„1.,,.,,,w,.....,r,r„w,r,✓1111 f { ! / j I . /11111--.,11. .,11.,,,,, 1111,11,.11, ,.,,,,_._- .-1111.,• .,11„1111/ , rrrr.;,, r # I 1, ; I I # 4 # # # # f I 1 N' 2" R STORM D1 Al LINE { ,.,,,,1,.i- ,,w,,,1il ,1.,1,11,%; I I I J I I { I I # # ;11.11.., r ,,11,,.,.,1, ,, ,,».1..,r111,,,,....r11.n.,r... ' rrrr.,✓,r,✓,,,,,.,.1,,,,1.,11,, 1r { I # # {; ;x.,1,.,.11,. ,,1...1,.,,,,.1.,..,.,1. ...11„...1.1.,. 1111, ;I I # I I - / # / 1 r rrrrr: } 1 �1- r rrrr . . . ,,.11, rrrrr,., rrrr. rrr.rrrrr.r-rrl,lr-r-,lrrr-..rrrr--rrrrr-.,--,- rrrrr-rrrr:r-r,rr-...rrrr-r. rrrrr:.rrrrrr-rr.:.1-r.rr„r,r1.r,.,..rr,r.,rrrrr.-.rrr-rrrrrrr,r,rrr,l--r.-. r..-r'f $ 4. , i �� r i ; # li : ii ! :_,,,.,...:. .,,,,,,,,,..,,,,..,,...,.. .,,,,,.1,,,1 ........1„ 111111,. , / #I I i : r i # i I ° I Q I r r , i I ` ff .1111.11 / .,..,11. 1111, .,.1111,, .1 { } r x p I < ' i ;rr # ; # 4' ,.f i�'r 1,1,..,.. 1,/ �% f �j j r : } f f I l S /•'•1111. ' r ' i ; t f I 5 f �� 11 �� % 1'�� =I I f ; I i i I I # f I ' # # f # # �; f ; # � ,,,,,._,... 1111,-.,1.5,11,.,,,,,,, -11111111,, „ ,-.11..11 .,,,,,_..,: � ; ; , I i j!y ; f ;f # , I f J f f fI ,,__.+,r,,.•.. n•,,,, .,111,,..r,..r,,,,n...,nvn•..,n.n.n :.,....r1,:✓,, •✓1,1,nv.:.,:✓ 1111 nn„1,r,,,,..,111 _.,_,•.•.:,,:n:•.•,,,,u,n.,.11,r...,,,Xr., r,., vr, ,n.,,,i. f I11r:f-r ..)t .,,,,,,.r.,,.r„r.,.,.rr,r.rrr,r,-r,.,,,,,,....,.,,,,..,.,,,,r-, ,-..rr..,,r„rrr-rrr rrrr...-.,.rrrrr-11,11...rrrrr-.rrrrr,rrrr_.rrrrr"--,r,rrrrrrrrrr,_.rrrrrrr.rrrrl,1-111r.rrrrr.r ..rr...Y r:, ,1„1,,, w.1 -,-r- 1., 1,,,,,1„-1 ,,,,..1.,.,,#„-,-.,1,,,, ,,,1,,,, ,,J i1 I I I ; yr r rrr, :, 111 f ♦ 1 / { I ( r i # ; 5,1111...11,, .1.1, 1111 i r '� I I f , I# („11,1.,1/ #i { I i /, I I /r/' # t 4 f # # # ,r f J' !i i I 1 I r # # { 1,.1„ ,..,,1.1:,.....,,1.,,,.,.,...,..,,,,1.....,,,_:,1....,.,,,,.1; #I { j r �! f �, I I f11 } ; i i i/ rr f jj I ; # ,.1 1 !,11.11.1. x,,,11...1,,,,,,,,, , ,,,,111y111.1._„ x..111,11..,1...,.1 , 1111, .11, x.1,,,,,.,,,.,1.,,,,11111111 i y r 1' ,r,f ; d I i rrrr rr-.-rrr-.,.r-,-:. r. rr.r.,-r1r.,r-.lrrrr.-, r-. r. -rrrr.-r-r. r_rr,rrr-rrr..1-111,111--. --.r r. r1r.-1111-:-rrrrr-rrrr,-,.rrrrrrr--rrr,-r,.-r--:-.----rr-. r.,- ,r. -r-rrrr:rl::rrllrr,.r,.rr-,-# , ' � ' , , I. I ; s s" I I; ;,._,.,-/ ,.1,.1,,,1!,.11..11 / .1111111- .-,,,-1.1 ,11,, f I # f } csi I f %% ' '4 , , , �.' I I s { I I { # # ,,1.,,,,,;, ,,..111„111.,,1111, ,111..:;, ' NEW B 0 PERFORA TED DRAIN LINE - I I I I # I 11111,,,1;x.111,.,1 11,,.11' 1,.,.111 ; ; f f # f I I; ;:1111,-1 ,,;,,1,..,111,,. ;1111.1111,., Is I # II j .rrrrr,."--r,-r-,..11.1-rrr.-.,r-rr,rrrrrrr.-r-rrr-rrr-rr,r-rr---rr-,-1-r.,:-..-- --.-rrr,; f:.......... -..rrr::.:..--rrr-_rrrrr,-rr,.rrrr,r-.r-,-lrrr,rrr.r:.rrrrrrr,r-.--.rrrrr-,rrrr,...--,-..-„r,-r- i I rr /s s ; #;' # f # I ,, I .,,1,.11,.,-,,,,.111„111 --,.11.11- ,1.,..... 11111111,. ;I F,,,,,_~,:. ^. f # .1,,1111 I • ; f. 1,,,,.,,11. 1/,ji 1,f ;• ,..1 # /' # t f �! S , I I £ NEW B PERFORA TED DRAIN LINE 1111.-11111. # Ic i # ! „11111111 111111111 11,1111. f I / f II!! r : # s # I S �.,,...,.,.. ..5,..........,. f ..> i f `: ! ; r'• ! I g! 11 IIllFr-Err ,)r-,.:,r1,-rrr-rrlr,r,.r..rrrrr,rK,1111..rrr«rrrrrr-r:,-,rrrrr.rr,l,rrr,rr--rrrr----r,--rrrr-I ;:__rr_r:rrrrrrrr_1..rrr,-rr-_r--rrrrrrrr-r__-rrrr-r.r„r.:r::,rr-,__,_____rr-_rrrr,rrrrrr_______-r__-:rrr I ; 1111,.. ,,,..1. % 11.,,111:/ t1 I ; : - I ' { �' ; # # If ,,,-1..-„11. ,,1,11,,.1,1 I .,,,..11. ,11...,,1111:_l'Lw,rrr✓11,r.•.11111.1111.,.11✓,..r,1nr v,11.,1„n.nr.1,.r..11.11# ; �J Ii f %% ' ,% / f r. 1^•✓",,,.,,r„x,,,,s.,✓,,,,{,n,,,n.,.,.w,.....r,r,..,,,,,..,✓,:,.,,,, r,✓,x„r,✓„:.,r.,,r..1,,,,✓ f I r f I I .,..._,,,.. ,,,,,,,.1/ -11., .-11111111;.-.11.,.,1 11111.,. -, ,�I 1 # - # j I I I %f # Is s { I - ] �1,:1 11,11,1.1„J,1„„1.1111. ,,1„11.111,;,1,1,..,1._. `o/;". ,/ I i f 1 j { { I . # '/'11 I .11,1.11,11,,,1,,,.,....,. ...,.,,,. ,.,...,, , f # ,. ,� # I# I ,r.,rr-,r..1.,r.r.r.rr.,r..rr1111,-,,..,,rrrrrrr rr....,.rrrrr-rrrrrrrrr,.wrrr,,...rr,rrrrrr-rr:::r:� - -r--,lrrr_rr-rrr .rrrr,rrrrrr.rrrrrrrrrr-rrr..,.-rr , rrrr-.rrrr-r...vrrr.rrrr.rr-rrr-rrr_-r,-r.rrr_ ; l I f I11 i $ # ~f f # f ,1..,,, , ,,, ; I I .11.w,/�' # rr 1,r-r'n # I { { #-� # # I 4 ; %x//5 ..J. ......... -, %��/f;. % j ; # I I` i ( I s I f " _,.11111 ` ,,..,1, I £ I { # .115,,.,.,.11.11 ,1,n,.1✓11w,,,, I I ; # s i I sI s I # j # f %� 1111, # „111.111, ' .,111 # f - I f / /.1 ; I I # ; # # I1. I , ! I I I � I I I �� 1, I � I%, 11 I I � I I ��.(of EVv lO,4 � I? E e� F2 N, �� bac Ir- - . ,%- f ^ Y I'" REGIS' EKED Cl 1/IL EIV 1 EER � C 46515 � % ., f i ' :; i f ' # f i ; ; f • f _ ; f ' } ' i . #I ,' ; ,; ; s , ; i / s ;# 11 11, f f DA TE % f # ; , f # # i - ; ; � # # :# # ,- / / =- ; , ru%-3 SEE u 4- . � " " ,I ,,, ,� �I #:�. � � ;l I I I I � �l � 11, , , , , t � I I f S � I �. I �, , , ,I I I I II ,I I . .I, , * ,I I I I I 11 � � ,I I ; ; *1 ; I I'll, I I ,I � an an an an / N / 'f% " , " " " 5 s; f, # ; ` # < s's 's 11 ,,,,,,,,_,r,,,_r„--,r_,.,,,,r,,,,,,,,,,,,,,,,,,.,w_„_,rr1111.,,.-„-„_,,,,r,,,,,,-1111.- --,-",-"-,--,"",--,-,-""----",,,,--,-1-1111.11,,,,..r.,,♦ ♦,1111 ',�. r-, -', ,., ,,. ,-, ^1111,,. ~'s. �,,1:111,- ,-1111.._,. ,,1. ,,, _. , I _„r ,.,.,1.1,..1_.,,1.1..,,.1...,.,-,. ,J]-.r„rrrr ,,,w„ .._,._.._,,,r.,..r._.....rrr.,r..,..,r,,,,,,,,,,,,,,,,w.,r...,.,._„.,_,......,.rrrr....rrrr,rr,r.....,,r,,,,...,.,,,-,.,,,,._,.,.,,,r,,,..__.,r,,,rrr,..,rrrr„rr,,..,..,,,,,.,,....,,,,,.,,,.,w..,,,,,,r..,,, ;', 111 1., ,.......r,...r....._. _.. '� _ _ _ -------- 111_ ._ _ '�- _ i i I ti / r rrr+crrr,,er rrmrrx trrr.-rrrer,r,r,.,r_r,,,,,rrr_„rrr,___r_„__rr_,r.,,,:r_„-,r,,,,__,�,,,,,__r _"""•-..,,,,yam_ N6,� W ) �� ROP STt?RM DRAIN LINE �' F III,! I ill'am,111101011111It x : . { � � , . 1111 ...r ..®. _.. 1111 1111 �... `.. .., . .., . ..� "=-•�__�; ,1 1111. 1111. v..,nr._-1111 1111. ..® 1111_ - 1111.. 1111_ ...�• ....,...._...........® .� ... �~-�... , � ill�iill�1!11111111111 I 11111 � � 1111-. ,. �,1 `" !""__l_ ::sY"n---- -- -- _ _ 1111 �.... � 1111_ 1111_. .o.,, 1111.. 1111• - . - _•_.........._. - - - 1111., 1111.• - 1111 1111_ •1111•. �__:...l.�.-�� ~ �`�"ti::::::, . ,,,, , :�.,.,,,. 1111 �..e. ,®. 1111 11. j I "" `` =1111. -- '~- .. _:~;:;:' ! ° i x _ .. 1111 1111., ...,..:...,..... n... n............. ,n 1......., n:......... n,:�„: ,....... , ... ..:..1.... I { r ' -„�;,. 1111,, v.:.,;.....,,..... , y.r,1...: •,...,..,::':' 1111 -...�' I. 11 _- _ -- _,1111. ~•�.r„r,.-r•)..., .,[..._1.....r.......r ® `_- .. i... ,. : 1111 , .. ,......................... ,J :• .,,,.111._ r,_1_....,_,.,,,r„,r,,,,,,,,,r1,11„..,1,1111„1 ,,,,,,,,,,,,,,, ,, I I _ ., r..r_„............................. 1111-...,.._._,.r...r..,.,, ,,.r,..r.,,.,1,... 1111, - 1111,. c r _ , , .., I „�#1111.. / ' 1111, „rw.,, .,,: I .�. ,,,,1..11..1111,,...,..~1111,;,, . _,1,,.....r..r,, 1._,.11,., • j ........... I 1111... 1111 1111 ..�.....,. �. __...__.. �. _ 1111 v.......... _ 1111. _ _ _ _ 1111 r:: ! f s I !I 11 I, s `'' �. ,J -f -r-, 1111 1 { # ,,,-1. �, ,.�., �,. , 1111,. 1111,. , 1111.. f; 1 s- I j i.....................................................................................1. s 1111 .. ............. rrrr... .. 1111... n..:,,:,,,,., #.......,.,,.....,,.,....................,.......,......... n,....,, ...............,................... f 1111 's I` ., . I I--il :....... . s s !.. 1111 .. ......................... ........ .. ............... . { I I .� ' I •- -- -- _. ___°• - _ ,........... - ®....._ - _ 1111. _ 1111_ _ ............. _ - - _ _ 1111..• 1111, _._.._..._....,.•... _.... - .•..w. _ _ _,.•. - ,� ,- t` .............^..•............•............................ f f f s s I i I , rrrr . r.. / { f :;;.:._...1,.,1,11,,._,,,.1..,1,,,,,,,,,,1,. { f , # , S S I 1111:-., s > , ' : } . , .......... r...:1111 1111 r..%.... r. .. r I I.,....... ,.....r........1111.. 1111... ,.........r... ; 1111.. , • :.,............... 1111.. 1111 ................................:. � :n.:..r,... I I .. ...�, ,.,..,..... 1111..} - rrrr. r I# ;. ;: { moi'., ;I ` r /� . I ,``, , I . : : f ! ` It { { /. I rI ,, I,I, ,,,..........:............._...... l .:. I f :::::::::::: :•..:::............ . ..: r } ,, r : # I i : I : . : ; # I I I ; �, i I I< f ; , < ;: ! •,. I. : : f ..,..,,..,..,,,.,n..^....,n,:,.,...,.,.^.,.......................................................: ... .... ..... s% ,/ ; I n...... ,,,,....:.. .......... .............:...... .............. ,. ........,,. 1. . / ,, I #I I I I I ; { I / , i { I -'-'' ; ,,,,,_,,, ,,,1111_- 1111 { ; : # I I I # # f f< ;I I f % I, : i i ; l } ! . : : } i f f : : : f f i f ,,,,,,,/ w,,,,,1,1w,/ , : .,, , , J .. ... n•. I • r ..............:..., / .........v 1111... . . j I :, } f; ,; I ., ,, ., .; , , r! • , !! , r .; .......... ... ...r; ..;:. ............... 1111.. .....:::::,. i I I 11 I ; 1111... . i i :• f :. ... 1111 .. ..........:... . 1111 .............. 1111. .. . 11...11. ../ r i I } I; 11,11 , I . I i I # # # rrrr. :..:............... . : I I II I s 4211.11,11 11. 11w 1111-„ „--1111„ 1111,, ,,. s I I I} 4 ; f f I ;i ii f /f I ! s ; i ; , r7 I 111111,,,. ,,,,,,,,,,,,,,,,,,,,, 11,1111„ ,, ./ I I i : I , r 1111 ; } ! .. i f t ;: � i i f : ; i i I i ,, /. ! / „ ,,, 1111 „ , __ , ,/ , / I f Ey+i 1 i I r `r y f 2 ,..r.,...ww.. .w,.,..1.�,, 1111 „ /, , `i. i f . rrrr... .. 1111... ... . . i , 1111 , ,,, , f / ... ...1.11.1 .... ! ' •I ! i i „/ r : ti 1111... .. , , ! ".! , •: } 1111.. ✓1111. .. 1111 1111... ,,. ,. ... , 1111. 1111 ,........_..:.... ......... 1111 ......... .. : .. ,.. ... ,.. ... 1111. :. • 1111.. .. .................... .. 1111... ........... 1111. ........,. ........... .. .: r/ r I I � t .. . ,. ,11.. t......:.1 .. .. 1111,. 1111.1111. ,...,.r.... ,:,. ,,...... ,. 1111 1111.1111 ,.. ,.. ,,. 1111... r ,i ii f / ' / { /,,,.1,,,,.1. .1111111111,;, ,1,.1111, 1„11,,1„ 11,1,,,1., 111111,_ I / /' .f , i r 1 I i I f 2 i I 7f I 4; ; ; r, f < i i ; i 1111, _ I i f / , . . ,. , , _ „ 1111, 1111 1111,.. „! I .,.,1.,.,.11.1,, / ,, I. W� E 0 DDR NL !! ' ' �! E P RF RATE Al /NE N I / j , I I i j 1111 1111,-,. /,, „w11,.,,. „-.1„1.1�, , ,11111,. 1111,_„ „%' I I I , , I NEW 95 ReP STORM DRAIN LINE { f11 I .rw !, 1 r r, f 11 �. I ! i ................................................... f / . , 1111 ................ 1111 rrrr.,, 1:111. I r ,.. ,.. .. , n..n... . ..✓......,.. ,. ,.. , 1111. n......,.:. . 1111:. r !! , �, ; � i I 1 , .1ww..,.,,;,..,,,.,.,, ..,.w_, 1111,.. ,1,11..,., I I # _ : 1111 ; I ,,, 1111 „ , „! ,,,,,,,,. ,-11..,.,,., ,..1111., w .,r.' 1 , ; r I I I I ; I# i ' s I {; f r 1111,.,, 1111• 1111,, 11„11„/, , , 1111 - 1,/ ,,,1111- „�:, , i /! ,/ f jj , f i 1 i ! r.:: i / ; t } : � 2 1. . , i # ,,. ,,, .,, 1111,, I .. , r , ,. 1111 1111 1111 , . , ... I r ' , 2 •1. ' r :: 1111. -, 11:11 I f #ii / f I : , r r� : f ` , 2 I ; r 1.111. .1111.. ; s s ' /' /r s !.1„1., , ,...1,,,,,,,1111,,_- ,,, !, .4 I I { 1111, „1111„11„ , , , „ ,,,1 , , , /, ,. , , _,,,,,w,r„_,,,,,, , I { ;I I { I 1111- .1.w 1111- 1,,,, ,,, I If ;,,111,1_ z'~„ 1111 , „� r,1, 1111,.-1111,-,� 11.._,,,,,,,,,,: . I/ {{ I: i / .,/ ,111,,., .,! 1.1,11 „% 1' ,,.,,,._..:. w ,.. r:. _-, _ 11-,,, 1111,,-,, , 1111 ... rrrr w , r :.:.rrr,,. ,: :.:rr.1,.11...,....,. r.. r.: ✓1:111 r :. ,.:. rr,.r .. r- r ; 2 r' .. °, : r , .: vrr.�r.:::.w,.r:,1:_':,,..:,,r .r:,.v..v ::.:..r,rr r1rX :..:.111.:: irrr . ; . ...:..:..:....:. '.,nr.::.: , .: .. 1111.. .r:;:1.. ,�-. . . I 11 1111 .. t } > rr I I , , , .., 1111 :,,n.n.....,.,,,.r,.,..,,n...,.,,,,,.,....,r.1..,n.n.1.,..,1.:.n.n._..1.....n......n..n.,r..,.. •,n......r....,,n.:: { f r I ,_.,.,11...;. .,.,.,.,, 1111,,, ,.._.,.,,, r r i f, I I # I I ' I I # I # # #` { / ,I' , -1,1,.1„ 5,,,1,1,,,., 1 f1/ . I I f i I ; , ,; , {I I , I ; ' ;, I I I f 1111-,✓„iI .... ,.-1111,-r -1111..-, / ' � f` f / =I �: I I (; ,/ ,�„--1111,, Q n. . . 1111... .. . . .. ; , r i :: ). ; ` ,... n.,,,.n•.,, .._ .n...:.",..n:..,...,,.."...,.,....v,,11n...,,.,.11..."• .....::11., f I I,,,,.....111n•„11n:.,.,.n•.n.,n.,,n..r„11n• n..1vn,•.,,.,• n..,.n.. n,.n..,,,,..,.:.,n:...,,:,n:.,a 11.11-,. ,,,1111,, ' ,,,w1111, 11111111 s „_,,,,,,, ,,,,w„ _ i df { I I „, 5,1. #I { { sI 11 x I I 1.11.,., ,,.111,11 ,1111,,,1; �, I I - I I I I I I 1. .� ,.,..,,.,, ,,# s # # # I `` I f .......... x,111.11... .._...111 � .,,.,,,.,, ,,,,,w,.. , . i � I i, I I { 11�.. , ./ 1111. .. #I„ :ji 11 , , ., .,1,111.1/ I„ .,,.,,,...,,.,.1.,.....,,., ..,,1,,,,,.,..,.,,.....,....n }f I11. I f # ..1.111111; 111,1.11.~;11,11,,.11., 1111,,,✓, I I { I r r ..J } { I% �......1..... 11; .1,1111,,.. . ` p r II ; I f I, I I s s 4'x,11.,,1,.,. ,11,,,,,,/.x,,,,1111,, .,,,,,,,/-1„1.w,:i I NCW C� PRFVRAIGD DRAIN LIME f I { { # , ,I I, ,� 1111.11111111, �I { s r x1,,,1,,,,,, ,,. , ✓1111,,,-. ,_11.11-, „i } s „#1,1 1". ,..:.1..11 11 .,,n•..,,,_. .,.....:..^.....: n•...1..:....:... .. , ," ... . . ... . # :� ; ' ' .% I , r / ' I I ,.,.,.,....,,,,,,. ,,.,.,,.,,,,.n.n.,... v., n.:, 11,11n:.n...1.::....1.,..,.,. n:...,n.....,.n.......,11.,,,,..,.-, : ; r 1 :; I ; I I; „w1, ` 1111,,,-, ' ,,,,,,,, /, „ I �. o- i # { �� ,,,,,,,,,. ,1/,1111,1111, ; - : !✓ r„r.,, ^1. l F # i f ; �, ` ; ' �, ; fir' ; } �• , ; I I ,. ,1,.11, _�-,11.,1111, 1,..,11„� 1,,,.1„ w/! ; , I I; • I { { f # # # ii %5,...11.1.1, �+� ,.�/.,..1...., ,I. � I # # # ,/ / I I ..,1,.._.1 11.11_„ x "-",11,1 1,,,1,1. ; # x i ..�,,.. ,n•, 11:11. ,,,,,,,,,,,,,,.,.^,,,... r,,,.....,,:.,....,,.,....,.....,..,,.,..,,,,,.. ,,.,.n•1.1 !• , �, : # i ! I .1r,r::,~„1,,,,,,,.11,,,1111111111111111111----,..__,_,1111,.11,1____1111n11,11,..,~,.,111111.,. # I I ,,11.11_„_ .11111111,,,,11.1.,,,. ..11.11.. 1111„111, 1...,.11,./ , r r 111.r..1.1._1r_.rr1111r._11:.r..w11n�,rrr r,.vr.1111:1rw,r.rr.r_r1~1.1111 { I { 1# -,11 f ,,:,: r.�rrrr,,11,...•:r_11�•r:.r:: �r:r..w �~1111rr:.r,r.r.•~11111, x { ;I rrrr.. ., f "i I I 1...1 { s f ! ..,1 ..11. 1111 1111 1,1,,,,, ,,,,,,,,r ,.1 . , .. .. ... ... „ , ,., ,. , „ .. „ , ,,, 1.n.1 !, r i �.. , , , „ , t I I , I I _ .- 23707 ._.__ _ 1111.. �.... - -070-'._..• - -1111.. =Mo_ - _.• ._ _ ...� - --2MU - - _ - _ __. �.. s� ' 30�0� � ��f�{/� # � # # I s .i.. „f1„- 1:211 ,./,., .1.,w 1 .1/,1 :Y„ 11!11 i • I S �, I -.,_..1..... # , .1„1111,,-11111111. 1111., 1111,.,,,_,,11„ 1111_ 1111-.,;,,1,..11,,,1,-,,,,,,.1111111,11 5 S ' I �„ �, { 1x,1 r. -, : tr�':,,r...rr-.:,r.,.r.r1r.,.rrr.,rlrr-111,--r„r,rrrrr.rrrrr..rr rrrr..:rr.:.,.r.-,r:.rrrrrr.r.r11111 -,.,,11111--rrrr,r,- r1-:rr-lr,-rrrrr,r,,,r,1r„1rr--r,rr.rlr-.r:-rrrr r:.rr,rlr.r,lV,r,rrrlr,.r. 'i" „/" ! , # # r �:. rr.� , ! m $,r-ry.rrr} 1111... # % i ' / # ; 4 # I # # # i / N90�0 00 E 724 76 -, /111„11.1/ ,1 .................., -,111.1 „1,-„/ „/ s I r,:_.:1r,1r,.:.11,. x r,rr r1, ..........1:,.:rr xrr .,rr Q I# i! �� ,i f,r rs # I �:11 1�1r1r...r..,....rr-.- r.... , r 1 L : f # - rrr , rrr r::,^: , ... .. 1111 . , 1111, r :- :rrr rrr -rrrrrrr r: rr-r-..::.,rrrr,rrr-lrr-::r1,r. :: r. �.,.-.,rrrr x ; }-r-rrrr-r_1rrr.. r-r-.,rrrr. :.r-rrrr...1.111. rrrr 1 rrrr.. r .. :r.,r. .r ....r, -..r rrrrr. r-,rrrr.... ,: i i %f f } t ;11 ; i I -� I f „_.1..11..,. , .,11-.. ,,,,,,,,,; ;I I #{ j II# I • 1...;.,..111.... # ' I I #r f t; !, -„ - ,,. 1111,- , 1111, , 1,.1,,.1 .,,.1,1.,1 _,-,1.., .1/ 11 1..111. .r...:. r:. r,.r rrrr. ..:,11,rr1w rr_ r.:.r._.:, _ r.,. _ _,.11,11.,:. i I # I .11.,..v,.rrrr11...rr::rl.rnrw,r .:r.:r.r11r..l,.rr...111r err rr_r,_:.,.,111 r. n:rrrr„r_ ..n1._, . I I f ,��' 1111„1111:•1111,11,., .,,,,_.. , ;; ; I r <..... t. ; r,✓„-,r,._w. 11...11 ,, ,11„111,.. !• r_ rrr11rl.,rrr:-. rrr_rr-_r:r. rrr,...-r, / . f 1111 . 11.11. r ,rr_- .„rrr-. rrrxr„1.rr-r-rr,.. rrr.„ rr I ! rrrr . -_ -,rrrrr.-r r,r._,rrr.�r._..rrrr .1.11.1..r.:.v.--r.-..rrr-,rrrrr.�rr_:r.-Nr.-..1111 _rrr,..-1111.- r-.:.v,.-r:111..:rr_rr.r.vr, rrr ,. r r r ; r ' r r ' r _-:_r,1-_„rrrrr r- r r-.rrrrr. i : 1 f I I x : : I I r f r r r I i i r i i f V� i I _. r -.r rrr rr , , '1111.^...,.,...: ,i # r r , # /! f r !/ f f : yrr rrrr•..:i{.�: rrrrrrrrrrrr.-r-.v:rrr-:ll: rrrr rrr--rr--rrrrr:r-r-:r:l:r,rr,rrrrrlrr,--,r-rrrrr„rrrrr.rrrrrrrr.y ``r, f---rrrrrrrr-.--r..rr,rrl.�r---r--r,-rr:.--rrr-,. rrr--r--rrrr----,rrrr,.rrrrr:rrrr----rrrr.----.,rrrr----,r„-r,# # I# x �i....11-1. •11....11...J,_,..11..1.1 „1„111,111;11,111,,.,,1 ,11,.1,11,/ sl ��•'', ' I ; f ; i ®.. s .� ... 1111 ... �.... 1111 ®. 1111.1111. �.., ®. • ..�. 1111 1111 ..+.+ 111 1.._ ore . ® .r.e. ..�.. ..®. 1111.. ......r ..� .� �. .m.... 1111 J 5 r ; r ` ' , r o®. a.... 1111. r : ; ; # # � % f #, �, �. 1111,. "' - x ronnoi: , ,11, 1111ift"ifi(fiff x , 1111 11 11 9 NNo I # 4:,,,.1.1.... .11_„ ; .,11,1,,,,;,,-,.,1.111, ......._ . ; :>::::�:::::::; r,rr.r.r1 h s / , ..r r.,..,r.,,. rr-.. rrrr. r. rr--1...,1_1,.. r.rrr,_,-.r-.r-..r:..rr,-r.:r:rr. rrrr....-1111.. rrrr.... ,_ ,rr r r r r rrr - r - . / r r # ! I , rrr-..-.r.r,rr-.r,1-,~- r-.-rrrr.., .-rrrrr rrrrr . -rrrrrrr-rrr --1 .rrr -- -r .rr,r--.r.. i -r r- ,.r:: r- ... .. r•s s 3r. Ii i%# % , ,111...,,,...,.111:....1..r,S...,1,11,1.n•.,:.n•.,,.r.,..rn•1,..111...•.,11n•.,,,r:1..,,,r .:..1,....w1... ,, ^w1,,,..,,,.11,n.,, ,,,,....,.. ,.r n.,r„1.,,.,,,w,.....,r,r„w,r,✓1111 f { ! / j I . /11111--.,11. .,11.,,,,, 1111,11,.11, ,.,,,,_._- .-1111.,• .,11„1111/ , rrrr.;,, r # I 1, ; I I # 4 # # # # f I 1 N' 2" R STORM D1 Al LINE { ,.,,,,1,.i- ,,w,,,1il ,1.,1,11,%; I I I J I I { I I # # ;11.11.., r ,,11,,.,.,1, ,, ,,».1..,r111,,,,....r11.n.,r... ' rrrr.,✓,r,✓,,,,,.,.1,,,,1.,11,, 1r { I # # {; ;x.,1,.,.11,. ,,1...1,.,,,,.1.,..,.,1. ...11„...1.1.,. 1111, ;I I # I I - / # / 1 r rrrrr: } 1 �1- r rrrr . . . ,,.11, rrrrr,., rrrr. rrr.rrrrr.r-rrl,lr-r-,lrrr-..rrrr--rrrrr-.,--,- rrrrr-rrrr:r-r,rr-...rrrr-r. rrrrr:.rrrrrr-rr.:.1-r.rr„r,r1.r,.,..rr,r.,rrrrr.-.rrr-rrrrrrr,r,rrr,l--r.-. r..-r'f $ 4. , i �� r i ; # li : ii ! :_,,,.,...:. .,,,,,,,,,..,,,,..,,...,.. .,,,,,.1,,,1 ........1„ 111111,. , / #I I i : r i # i I ° I Q I r r , i I ` ff .1111.11 / .,..,11. 1111, .,.1111,, .1 { } r x p I < ' i ;rr # ; # 4' ,.f i�'r 1,1,..,.. 1,/ �% f �j j r : } f f I l S /•'•1111. ' r ' i ; t f I 5 f �� 11 �� % 1'�� =I I f ; I i i I I # f I ' # # f # # �; f ; # � ,,,,,._,... 1111,-.,1.5,11,.,,,,,,, -11111111,, „ ,-.11..11 .,,,,,_..,: � ; ; , I i j!y ; f ;f # , I f J f f fI ,,__.+,r,,.•.. n•,,,, .,111,,..r,..r,,,,n...,nvn•..,n.n.n :.,....r1,:✓,, •✓1,1,nv.:.,:✓ 1111 nn„1,r,,,,..,111 _.,_,•.•.:,,:n:•.•,,,,u,n.,.11,r...,,,Xr., r,., vr, ,n.,,,i. f I11r:f-r ..)t .,,,,,,.r.,,.r„r.,.,.rr,r.rrr,r,-r,.,,,,,,....,.,,,,..,.,,,,r-, ,-..rr..,,r„rrr-rrr rrrr...-.,.rrrrr-11,11...rrrrr-.rrrrr,rrrr_.rrrrr"--,r,rrrrrrrrrr,_.rrrrrrr.rrrrl,1-111r.rrrrr.r ..rr...Y r:, ,1„1,,, w.1 -,-r- 1., 1,,,,,1„-1 ,,,,..1.,.,,#„-,-.,1,,,, ,,,1,,,, ,,J i1 I I I ; yr r rrr, :, 111 f ♦ 1 / { I ( r i # ; 5,1111...11,, .1.1, 1111 i r '� I I f , I# („11,1.,1/ #i { I i /, I I /r/' # t 4 f # # # ,r f J' !i i I 1 I r # # { 1,.1„ ,..,,1.1:,.....,,1.,,,.,.,...,..,,,,1.....,,,_:,1....,.,,,,.1; #I { j r �! f �, I I f11 } ; i i i/ rr f jj I ; # ,.1 1 !,11.11.1. x,,,11...1,,,,,,,,, , ,,,,111y111.1._„ x..111,11..,1...,.1 , 1111, .11, x.1,,,,,.,,,.,1.,,,,11111111 i y r 1' ,r,f ; d I i rrrr rr-.-rrr-.,.r-,-:. r. rr.r.,-r1r.,r-.lrrrr.-, r-. r. -rrrr.-r-r. r_rr,rrr-rrr..1-111,111--. --.r r. r1r.-1111-:-rrrrr-rrrr,-,.rrrrrrr--rrr,-r,.-r--:-.----rr-. r.,- ,r. -r-rrrr:rl::rrllrr,.r,.rr-,-# , ' � ' , , I. I ; s s" I I; ;,._,.,-/ ,.1,.1,,,1!,.11..11 / .1111111- .-,,,-1.1 ,11,, f I # f } csi I f %% ' '4 , , , �.' I I s { I I { # # ,,1.,,,,,;, ,,..111„111.,,1111, ,111..:;, ' NEW B 0 PERFORA TED DRAIN LINE - I I I I # I 11111,,,1;x.111,.,1 11,,.11' 1,.,.111 ; ; f f # f I I; ;:1111,-1 ,,;,,1,..,111,,. ;1111.1111,., Is I # II j .rrrrr,."--r,-r-,..11.1-rrr.-.,r-rr,rrrrrrr.-r-rrr-rrr-rr,r-rr---rr-,-1-r.,:-..-- --.-rrr,; f:.......... -..rrr::.:..--rrr-_rrrrr,-rr,.rrrr,r-.r-,-lrrr,rrr.r:.rrrrrrr,r-.--.rrrrr-,rrrr,...--,-..-„r,-r- i I rr /s s ; #;' # f # I ,, I .,,1,.11,.,-,,,,.111„111 --,.11.11- ,1.,..... 11111111,. ;I F,,,,,_~,:. ^. f # .1,,1111 I • ; f. 1,,,,.,,11. 1/,ji 1,f ;• ,..1 # /' # t f �! S , I I £ NEW B PERFORA TED DRAIN LINE 1111.-11111. # Ic i # ! „11111111 111111111 11,1111. f I / f II!! r : # s # I S �.,,...,.,.. ..5,..........,. f ..> i f `: ! ; r'• ! I g! 11 IIllFr-Err ,)r-,.:,r1,-rrr-rrlr,r,.r..rrrrr,rK,1111..rrr«rrrrrr-r:,-,rrrrr.rr,l,rrr,rr--rrrr----r,--rrrr-I ;:__rr_r:rrrrrrrr_1..rrr,-rr-_r--rrrrrrrr-r__-rrrr-r.r„r.:r::,rr-,__,_____rr-_rrrr,rrrrrr_______-r__-:rrr I ; 1111,.. ,,,..1. % 11.,,111:/ t1 I ; : - I ' { �' ; # # If ,,,-1..-„11. ,,1,11,,.1,1 I .,,,..11. ,11...,,1111:_l'Lw,rrr✓11,r.•.11111.1111.,.11✓,..r,1nr v,11.,1„n.nr.1,.r..11.11# ; �J Ii f %% ' ,% / f r. 1^•✓",,,.,,r„x,,,,s.,✓,,,,{,n,,,n.,.,.w,.....r,r,..,,,,,..,✓,:,.,,,, r,✓,x„r,✓„:.,r.,,r..1,,,,✓ f I r f I I .,..._,,,.. ,,,,,,,.1/ -11., .-11111111;.-.11.,.,1 11111.,. -, ,�I 1 # - # j I I I %f # Is s { I - ] �1,:1 11,11,1.1„J,1„„1.1111. ,,1„11.111,;,1,1,..,1._. `o/;". ,/ I i f 1 j { { I . # '/'11 I .11,1.11,11,,,1,,,.,....,. ...,.,,,. ,.,...,, , f # ,. ,� # I# I ,r.,rr-,r..1.,r.r.r.rr.,r..rr1111,-,,..,,rrrrrrr rr....,.rrrrr-rrrrrrrrr,.wrrr,,...rr,rrrrrr-rr:::r:� - -r--,lrrr_rr-rrr .rrrr,rrrrrr.rrrrrrrrrr-rrr..,.-rr , rrrr-.rrrr-r...vrrr.rrrr.rr-rrr-rrr_-r,-r.rrr_ ; l I f I11 i $ # ~f f # f ,1..,,, , ,,, ; I I .11.w,/�' # rr 1,r-r'n # I { { #-� # # I 4 ; %x//5 ..J. ......... -, %��/f;. % j ; # I I` i ( I s I f " _,.11111 ` ,,..,1, I £ I { # .115,,.,.,.11.11 ,1,n,.1✓11w,,,, I I ; # s i I sI s I # j # f %� 1111, # „111.111, ' .,111 # f - I f / /.1 ; I I # ; # # I1. I , ! I I I � I I I �� 1, I � I%, 11 I I � I I ��.(of EVv lO,4 � I? E e� F2 N, �� bac Ir- - . ,%- f ^ Y I'" REGIS' EKED Cl 1/IL EIV 1 EER � C 46515 � -Exp. 6•-30--13 ,* CITY OF BA KERSFI EL D �, 1501 N AVENUE� E•RSF-I EL D CA 93.3`O 1 OF CAL�Fo BA K , No DA TE DESCRIPTION - 3/30/12 CORRECT PIPE SIZE PER ADDENDUM NO. 2 // 1/ * / / . W__��Zjlj��rilll S00-1-1 F)WITIMM AN r= r 1 • w w t.. r -' ; ' r F , / , fiff ► cKEE READ _r { 1 I I I I I f I I = aI I I I I I 11 r t::.,r-rr,-,:rrrrr.r,r-1111..,--rrrrr. rrrrrrrrrr. r. rrr,rrrr.rrr,.-1rrlrrrrrrr,r--.r.-1rlr:rrrllr ; 11----,..:::::,..:,:.rrrrrrr-,rrrr----„rrrr--rrrrr--r-rrrr---r--rrrrr----r,,:rrr-rl-rrr:-rrrr,.:rr:r,,,rrr,l:rrrr i i ' % # 1, ' ` ` ` x I { ; r- J i I 11.„1,,,11 S r f ; ; I ; # # # iris, f�, I I # .mommom woo f I ` % ; # 5 I ; ;l, "I r r ; ,r1,.,r1.... r.l �! !r 1 ' % f { y r , ; /' # I I I • I f #;/.'%!%.r, .11111......, %/�%„ # I I f I I 11 I # ~1;l� # s / 1st # i w I a f,_ .,rrrrr,.. 1. ....- -r-----------, . rrrrrrr.,rrr,r,rr.11,rr-,-.r..r.,,.,.r.rrrrr_r„rr.rr,r..rrrrr.rrrr .,r,.,.rrr,r.rrrrr.::.r:rrr.r - r„ / I I # I rl l ; I # f I x , 1111.✓ n,r1111,,,.111.,1„ ,r„r, ,,.r,r.,r,r,r„ , ,'._' ,,,r„1,✓.,,.,1,., I InIS SITE f{ r. I f ; ; I 111,111,111:....,11„1111.11,11111::111.rrr..,lrrrrrrr,rr,r,,,,,r11,,,,r,.-.111.,..1,# ; r-' I I I` I I # f ,/ I # I ASE 1 I { 2 f I # rrrr. ' 111.,11.11.111.,,11 rrr ' I I # I I I ,� I ( # # # f { I f i. ::%ii rilrr rrlr.rrr rrrr..r..r..rr_1., rd/,::...._.,rrrr r.r,r.,r.rr�r ...,J.rr f � # ` { `I / { i i I - rr .rrrr---„rrrrrr,r:rr„1,r11-.r1,r.Yrl-rr--rrr-1-11-r,r-rrrr,rrrrr:,rrr-1.1,.11 -,rrr,rrr% # rr rrr,rrrrr ,rrrrr,.: rr,r rrrrrr:rrrrrr,rrrrrrrrrr r rrrr. r,rrr,r,rrr,r,r,. r.rn rrr,:,, rrrrr„rr,:,$ f f r s ; ; ; i i I i i # # / l i f I' flJ; THIS SHOM I .1 11S ,, I# I r` ` $ ' f ' # ' I ; $ f f ',.w,,,.,1,,,,,,,rrr,,,,✓.v,,,.,,r + I � ` r I # I I # r r.....................rr,,,,.r.,,.....v,r, ; ; fl - 1---l-11111 ! ` 0 1 I I ` 1 f # r { f i # # i $ s r � { 1�1 # { f f# I# { I f S ; I I r, f ,-,- „-r-r-r-rr,---rr1„rl.rrr,r-rrrrr-r,rrrr---,,rrrrrrrrrr-., , ,rrrr,rrr ,,-,,,,rrrr rrrrrrrrrrrr,rrri ; 1 ' r f # ` i # # f # ` f f # f I ��1111, rrrr-r.rrlr-..,,,rrrr„-,1,11rrr,rrrr„rrr-11-r11,1rrr1-rr_,r-1,111rrrr-r_-r,r-r,r-1 f xr ; f ,1 11 . 1„n•:...,11. ,✓. 1. ,..ti f.,,,.. # , ...,.w,1...1.r„n.11111.1..r.:11,11„111,w1r1..1,..,1,,. ' { { , { ; ; I • I { .,..........1111.. 111111,:,111111..11., 1111 .v. r1#„ ; ..11,,,1,.✓:1».....1....,1,..1..,.%11..1 # i ! a 1 7 11$11 S j I /r r1f f f r,�1 No rrrsrrrrr:r.,rr..rr.rr-rrl..rrr.r� 1111 1r1r rrrr 1r -r. vN„rl.rrrr ~vrr/ / '•�^�' �® .�"^ r- - - rrr w �,� l-1 =' wro ar® �s r a.r ��. . ry r_w rr w•s,••a• w r,e ` I,rrxrrrrl-rrrrrlvrrrrrlrrrrrrrrr,lrl w,rrrrrrr.•.v vrrrrr wrlyxrrrrrrrxxrwrxlrrrxrxx,x:xrrrrrrxrrvv. rrrrrxrrrrlrlrrrxlrrr vrrlrrr. rrrrrrrrxxrrrirrrrrrrrrr..rrrrrrr rrrr rr r / I SCA LE: q�pyp I _' I # , I L ........._._..__............_ ....._._._1111--_..__.._.........._.�.........____�..___....._ �._ _.1111......... �_ 1111 _J I 11 L .. _ 411 .� .� . ... p ._,� 1111. _ ._ ► -1111-� „-,1.,,,.,,11....,,.,, 1 .11_, .., , x / I 111 ,11- ' rr, 1.111. 1„r,. 1111., .11,.. 1111„ .11.1 1.11., rrr,,. ,.,_.1 rrrrr. 1,,,,1 .11,,, 1111,, ...11 .1.. ... I - r , ; .rrrr,. 1111. 1.1„ 11,111, ,1.-. r1r1 ....rrrr, s f `--tom`- r rrrr. rrr,,. 1111,, ,1 1111,, ,.11.1 ..rrr. .1111 _»rrr „r,,. ,rrrr, .rrr,, r,,.,1 1,11,^ ,,,1.w. ,.,1,1 .111. .,111...,,,- `� „- 111 r.:r1,...r„1111r1„1,,,,,,1,,,,.1,1.11„1,..,111115 x..,_r_,_,-,„1,,,1,,,,,11, fr .j_, ,,. � i ;� ,1✓1., ,1....11,r.1r.i1.,r. ,rrrr. ",,rrr rrrr. 1.1.11 11..11 1„ , ., .1 1 r.,1 r r > I I „rrr. „ 11,,.1111.11111, .1111. ..111. ,rrrr .11,.111_.,. -,rrr. ,.1.1,..111,.., .1111._11.. rrr... rrrr,. „,.r. .1111. ,,.1,.1„1111,.111.1..,,11.~1 1111... 11.1.1 ,rrrr..,,,,1,,,,,..11,.1.1,1„ .,1111.,: r O/ \ / { I iI, r „ 11„1 - N s s .,_ FAIR PLAY DRIVE _ _ p • :/„ 11 ,r t,r_,rr11_,. # R ......-,,,r,r,,,,rr,. ,,,rr-,.,rrrr,-r,,,,. s i .11.11,.-,rrr,,,,,,,. s � l ,,,,,1,,,,,rr r,rr,,. iii ,,,,,,,r_-,1,,.,,r,r. rrrrr,,,,,,,rr,-„r. s r--r,rr,r„r,r,,,-r1. $--rrr,r,,,r,_, I IF is r i , . \ , x t_____ *LCONFORMED SET � �l / f SEE SHEET .._ EXISTING SOCCER FIELDS SEE SHEET �. i ..6- I .�..®.._.- . - . .. .. . .1. .. - 0 Ou (, . -- -i -- . b` 140.00' ,,..,•O•./ 1 111., . �......�•. /1, _,. 1_ _„ ,/ f 4w 0 / ,.15 // I �, i i / NEW 2410 RCP STORM DRAIN LINE .",,, 11 0 1 File Mame.° Bese•-KEN711-- Job No.: P2K219 Dote: 3/15192 Wfwnr DP )i ain eer: TINA Checked Bar. 0 W A , &jjjf gff;IA ,t F_5��imm � ■, 7.1-207 E SHEET N0. SD -2 OF 726 1 2 3 N Ld ry L -Li n m 0 O n li CY) L0 66 O 0 cn Lli V I (D m C- 0 E 0 n co 0 Q- V) O O L -Li 0 Z LLJ M4 Alp r. , rCA 'Aml 100 7.ff, AL!w-Jkyj I" A!j ftor"t `61TE A T NOR TH WES T CORNER n F PHA SE 2 SL iFile Name: Base—KEN71 1 PUBLIC WORKS DEPARTMENT ;;,Job No.: P2K219 ESS / Sl E REGISTERED Cl VI ENG ER ry C 46515 * Exp.6-30-13 CITY OF BAKERSFIELD 61C I v I 1001 TRUX TUN AVENUE BAKERSFIELD., CA 93301 ®F CAO� REVISIONS No. DA 7F DESCRIPTION 3/30/12 CORRECT MANHOLE DETAIL REFERENCE NOT. PER ADDENDUM NO. 2 2 3 11 A F— �I �t �iN � � li�� li� li � li - I -� AREA OF WORK (ga EN E) PLAN li��THI mtr. uwmwnl,%McKEE ROAD LARGE -, Ii ( � Hi i2 . i I Q rik s .............. ............................. ............ ............. ........... .............. ........ . ......... 0 w w F AIFAIR PLAY DRIVE R PL Y DRIVE 0 0 KEY MAP D 3 Jf SCALE t"30 STORM DRAINAGE PLAN Ml-wn: DP STATE FARM SPORTS VILLAGE - PHASE 2 SHEET NO. Engineer TMA 9001 ASHE ROAD SD ---3 OF 126 Checked By. jLajo 0 1 2 N Lli ry W z n m C) LLJ 0) N �6 LO 6i E w 4-1 L_ 0 0- co z 0 0 Fy z 9114- O C) CBlf2. ......... - — ------------ — — — — — __ — ---__-- . ........ . ............ ........................ ...... — — - — — -- — — — _-__ ----- — — — _-_----------- — — — — - — — - — - — ------------ — — — - — — - . ..... 7.,�.�jI�1111��,�IIIIIIIIIIIIIi�IIII'IIII _ SoN!s��oGe�r�.r.�_r .. ,T ,e,e,.„ Jw.Nrrr...,.rr...J.r.r,w.Jrr,..�rJa :J..,...J..r, rwrr.J.,.....Jr...,....�rr......J.....r.r�.,r.,:J:wrJrr.r..Jr.,.J.'.w.....�..r.r.:.r:r.r�,..r.p�..,..r..rr.�r.rr... wr..,,,..,rJ...,,:..r.,.r.rr.rJ.�,�n.r.,.rr,r..wu.sr..r�r.,r.,rJ,fJ,fr,sJr.,f�,:.,.,r,.r„.,f.,. �,r,.u.,..,swr.ra..,..:r,r..,,.rr,f,rrrr,.„.,s.,�.,,.., .ejtjit`Fjjjijsst!r�rj•jSt�t{jrus . ws�tjjj>fSjj'fr�(fjffrJrf. 'wX ,.,, �Jre�rr: :J.r,w•re.♦rx.„,:x�,w r♦.J.frr:m..♦r. ,�: N..,w., :.w•J.,,•....v•w..,.Nrw...,wr...r®,�....r.J.rJ..r..J..r...Jr.,..r.w:.r. .,,...,r....rr..r...x.r,...®r...,x.Yr...J... r,r.JJ..r�,.r.f.,e.rJw.wrr.wr..rw..r.rfrX.rr�,..:r......xJ®.r�.�..r./sr...r:,r..,•Jr.J.�,a..r.,... .r,...r.i.%r!r# �r.,.�...rra..r..,r...,r,,.�,rrwr.,�r..r,�w~.e.,f,r.rr�...r...., w,:.N..•.,,s.r, . {'yj?_rj�jtj�s##s#s#'�$!j.�f�s��-ss'rijjj#� . .�IIIIIIIIIIII1I�III�IIIIIIIrI�I�. i. NEW 1500 RCP STORM DRAIN LINE ....... .. . McKEE ROAD .. . . ........... ...... . ......... .............. . . . . ....... . ... . ................................... . ......... . .... . ...... . .......................... . ...... . . . ... . .. . . . ..... . . . .. . ............................... . ....... - — _ - ---- - ----------_--_--_ - .... . ..... . ........ . ................... ... . . . ... . CB,fl - — ...,......... 1.047. —Ell 1.047. 1. 06'. .............. ...... p Lw C.) lb NEW 800 PERFORA TED DRAIN LINE ($H00 AS HEAVY DASHED LINE) h. 0 GRADE BREAK GRADE B)REAK” j! NEW Su,,c;CER tq&LDS NEW 1500 ROP STORM DRAIN 0 C7 X� 00 00 NEW 24*0 RCP STORY DRAIN LINE N .................. ........ ... tF ri . J,,,.. . ,,(jjs'!> .!Jj ,f ,r.r ..,,,..r,,,r.,„ , ,, .r..i�!!i �ji's 5• r; r i3 ......... Ill I I PON lllllllllq�ll I q 71'2i�l 4 jQROf ESS! ONZI I E. < 0 L low—, REGIS RED Cl VIL ENEER C 46515 Exp.6-30-13 CITY 1501 OF BAKERSFIELD cm TRUXTUN AVENUE BAKERSFIELD, CA 93,301 C REVISIONS N®. DA TE DESCRIPTION 3/30/12 CORRECT MANHOLE DETAIL REFERENCE NOTE. PER ADDENDUM NO. 2 2 3 Iwo ---------- A FAIR PLAY DRIVE 9 ......... . . . ... . ... .. CONFORMED SET' SCALE: 1" 301 File Name: Base–KEN71 1 –S Job No.: P2K213 PUBLIC WORKS DEPARTMENT 7.1-207 A TLYZAIC =vUAlFAA ty ISINI �N#J;f_A In SHEET NO. STATE FARM SPORTS VILLAGE PHASE 2 Engineer. TMA SD -4 OF 126 9001 ASHE ROAD Checked By.f i1 i' Q Lo 6i N N k 0 V) U); T- T"" z W N T- o N m 7 f� WIN, �, 74 File Nome, Base--KEN711— Job No.: P2K219 Date: 3/15/12 CheckedEngineer: Aq�41 In } I. d QRur r -301 E. 0 REGISEKED CI VI L E I NEER w C 46515 �r Exp. 6-30-13 CITY OF BAKERSFIELD y Civi 1501 TRUXTUN AVENUE �� v BAKER SEI EL D, CA 93301 CA-,�a� OF No. DA TE DESCRIPTION 3/30/12 CORRECT MANHOLE DETAIL REFERENCE NOTE. PER ADDENDUM NO. 2 11 14T } } r } � f } f } } t } r } I } I ! j I r ! 1{ I l r ' r s s s `s s '} s s s } } j 's s} 's } s s s } } .r } " I ' I } }} } } } �I } } } �I } } 6 { � I} } } } } cEE ROAD } }} }}................................::: AREA OF WORK& } } } I} } } } �}ENLARGM PW PHASE 1 } }THIS SHM) ,..,� FAIR PLAY DRIVE X I ml 4 � k CONFORMED S � 'f# _j;j _j, 0�rAj' AOIJIFA' J4ffA S TA TE FA RM SPOR TS VIL L A GE - PHA SE 9001 ASHE ROAD 7.1-207 111 SHEET N0. SD -5 OF 726 2 3 I as � � 0 | | / | MHf7l | ` / | / ' | | | z ' | | { ' ~| | ------------------- --�---------------- ------------------- ----------------- U � | /.00��1.047.1.067. | |/ --T ' | / U ' | / | | NEW 8`0 PERFOA TED DRAIN LINE NEW SOCCE.,'R FIELDS GRADE 94EAK GRADE BREAK NEW 8 `0 SOL; PVC DRAIN LINE WIX 0.847* 1.007. | EXISTING SOCCER FIELDS File N%mmBaae—KEN7//—S Job No.: P2/(2/9Engineer TMA Date: 3115112 M#IwV?/ DP Checked By Ww&, 9,19 TIJFAS�i "'o", uj CITY OF BAKERSFIELD cm 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93,301 OF CAO� REVISIONS No. DA TE DESCRIPTION 14T MAE (SEE ENLARGED PLAN 7HIS SHEn) PHASE 1 FAIR PLAY DRIVE 0O CONFORMED SE SCALE: 10-30` STORM DRAINAGE PLAN r ZA� F -m7 SHEET NO. SD -6 OF 125 1 N LLJ Ld n m 0 1 CL 0 Q0 N 66 0 0 r1r) ry 0 Lij W 0 m c E 0 cn n co L 0 0- V) Z Li 0 C*li I--,' CD Z [if Z_ C„5 z Li 0 OR ME Zt: 10490 11+00 12+00 UNDE VEL OPED PIRT FIELFF 13+00 14+00 NOO 100'00 "E 752.70' EXIS TING SPOR TS VIL LA GE - PHA SE I um, 0 r �l 16+00 Zt: 1 17+00 lqk-- o ?,cjF ESS E SEE SHEET SD -8 CONSTRUCTION NOTES- CONSINTRUC MANHOLE PER C.O.B. STD. SW -2 OINV T C-27 CONS T CA TCH BA PER C.O.B. SM D-14 ON T C-27 STORM J HORIZ 1'$$-40) OH 1�= A I VERT 1 4 • P, 9-aff] mof HE HE WINA CONFORMED SET:,, 7.1-207 File Name: Base—KEN71 1—S ,awn: TMA STATE FARM SPORTS VILLAGE PHASE 2 SHEET NO. C/7Y OF BAKERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 En2ineer. TMA C g 9001 ASHE ROAD SD— 7 OF 126 Date: 3115112 Checked B Y 0 3 REGISTERED CIVIL EP(G EER w Q� C 46515 1 X 11 Exp. 6-30-13 Cl TY OF BAKERSFIELD c/vl 1501 TRUXTUN AVENUE ()p BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 3/30/12 CORRECT DETAIL REFERENCE NOTE PER ADDENDUM NO. 2 A Z7 i 2 A 3 // A SEE SHEET SD -8 CONSTRUCTION NOTES- CONSINTRUC MANHOLE PER C.O.B. STD. SW -2 OINV T C-27 CONS T CA TCH BA PER C.O.B. SM D-14 ON T C-27 STORM J HORIZ 1'$$-40) OH 1�= A I VERT 1 4 • P, 9-aff] mof HE HE WINA CONFORMED SET:,, 7.1-207 File Name: Base—KEN71 1—S ,awn: TMA STATE FARM SPORTS VILLAGE PHASE 2 SHEET NO. C/7Y OF BAKERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 En2ineer. TMA C g 9001 ASHE ROAD SD— 7 OF 126 Date: 3115112 Checked B Y 0 3 Lw aqo ON No I ry ry 0 C/) Lij V I 0 m E L- 0 n 0 0- V CD N O Caz ry Ld bi z CD 0 109- HIM 0 0 o 483 SEE RIGHT .FUTURE McKEE ROAD ...... ...... ...... ...... -- - p- -- mm - MH12 N90-Ob'00"E 140.60" .. . . . ...... .... .. . SEE SHEET SD -7 i im- m HORIZ I = 40 VERT 1 11 41 @?,of ESS / 04� E. Co uj REGIS TtRED Cl VI EN ry- C 46515 EXP.6-30-13 Cl TY OF BAKERSFIELD C Lai m�- 1501 TRUXTUN A VENUE BAKERSFIELD., CA 93,301 OF CALF o REVISIONS No. DA TE DESCRIPTION SEE LEFT CORRECT DETAIL REFERENCE N07ES. 3/30/12 PER ADDENDUM NO. 2 FUTURE McKEE ROAD 2 ."o' --21 -j- 00 NOO*00 459.22' 20+ 00 L --22 +- 0�9— - — ---2J+, 00 — - — - — - 3 T L 'I SEE SHEET SD -9 HORIZ 1 40' VER T 1 4 m iiii, 11111i''11117040 J MANHOLE PER 0. 0. B. S7D. P O.B. S7D. D-14 ER C. Em �Ay CITY OF BAKERSFIELDAPHASE 2 En g in e er TM STA FARM SPORTS VILLAGE ,;Job No.: P2K219 %lorzoAL/FORN/A A PUBLIC WORKS DEPARTMENT E ROAD 9001 ASH Checked By 7.1-207 SHEET NO. SD -8 OF 126 2 3 0) z C) ry 0 V) m E L- 0 n as 0 0 0- V) z LLJ o O c\j 0 z_ L.Li Lli z Ld 0 CAR O QRrjF E S1 Awl—%16 1%� 1116.� c) 4 REGISTERED CIVIL EONEER C 46515 ;;0 Exp. 6-30-13 Cl TY OF BAKERSFIELD CAVIL1501 TRUXTUN A VENUE SEE � :E BAKERSFIELD., CA 93301 OF CAO SHEET C2 SD -10 lc3 REVISIONS 9� No. DA 7E DESCRIPTION p ............... . .. . ...... . ... ii ........... ........................... ............... ...................... ...... .......... ................... ...... ............. . .............. ......... ............... ............. . .. ................ ................ 3/30/12 CORRECT DETAIL REFERENCE N07ES, PER ADDENDUM NO. 2 . . ... . . ..... ... ....... . ....... . ... ... . ....... .. ..... ... .............. . ..... ......... ..... . . . . . ............... ....... / ............ . . r ....... . ... . . . . I '11� I Ilk 7b--FO7 49' 0jN J0 A L .�, Oq ....... /-11 .......... . - - ---- ---- I --- -- --j- - - - - - - A f616 .......... ............... . ........ ... ......... .... . . .. ... .... ................ . . .... ....... .. . ..... ... . ..... ... . ... .... . . ..... ....... . ..... ... ......... ... F 724.76 N90*00'00"E 5, ll/ I .............. ....... . .. .. ............. ..... .. ... ...................... . . ..... ... ........ . ..... ... .. . . .. . ....... . . .. 3 no "mimaL SEE SHEET SD -8 CONSTRUCTION NOTES= - CONSTRUCT TORMR MANHOLE PER C.O.B. STD. SW -2 ON SNEET C -2Z CONS TR T CA TCH BA PER C.O.B. SM. D-14 7 ON T C--27. RA N 0 HORYJIZ 1 =40" VER T 4 7 348 3 4 8 -1111111-1-1-1-111-1--i ---------- - - - - - - - — - - - ------------ ............. Ae ..................... . ........... ......... . . . ............... ........ J45.4'0 S TA: 29+ 11 ELEV S, k APPROX E XIS77NG Go UND - ST®R DRAW LEV- 42.50 STA: 'K A801 ,4+24 E V11 A0, i --- - - - - - --------------- ---------- - - 3 ----- . .. ............. .................... ` . . ..... - — — ---- - ---- 44 344 ........ .... . ............... 340 340 T 336 (?cp ... SO ... a, . ............. . S�elxlvr--4 ................... RCP SD ................. .............. . ... ............... . ... . . . ........... ............... ......... -- - --- ------- - - - -------- 336..... 491 J35 SO OUT 335.3; JJ7 8 OUT .35. 7 0 IN JJj. 88 IN .N$,. ..... - - — - ------ ....... . .N...,.,, — - ------- -------- --- ............................. 332 - - - ------- ----- - 3 3 2 . ..... . .............. ...... . ..... .... I Jl- I J. mim -CON ORMED'SE-T' 7.1-207 File Name.-Base—KEN711—STORMwn: TMA STATE FARM SPORTS VILLAGE —PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer TMA 9001 ASHE ROAD SD -9 OF 126 Dote: 3115 BY (kl� /12 Checked I I I I I I 0 1 2 Ltl N n n Q 0 m Lli 0 0 t� .t LO csi N 0 0 U 0 U 0 LL z Q 0 ry (_O__ t(--- V) I Llit " z I (D U) 0 m C— E E L- 0 V) / N N 0 a. a� 0 L- 0 0- i s- z w N e -- O N I c -- r -- O N C.� _z FF W W z_ C.5 W 0 s W&�, V � W -P, V*" NN Q?QfESS �Ca �tjCj �� E. w ® REGIS EKED Cl VI L EN 1 EER 46515 x o o Exp. 6-30--13 SEE SHEETo CITY OF Bfi KERSFI EL D �.y Cm V i 1501 TRUXTUN AVENUE p� � OF BA KER.SF�1 EL D, CA 93x301 CAL iirul.Jiilii..121M logo= /mom!.r//r!/!//!/Ilflnowfam=//fr///IJ!!//r/!mom/on=ram=///f!!/III!/////d//!//!r!////!r!!///Jf//!J////f/////I rr//!!///!!r//r//J//!///1/////!r/rrI!/r/!////////rrr////!////!//rl/////I/lfrf//d//!/!/!/I/r/J/!rlllJrr/////rr////f/I!/r!////I%/�l�iiiriiii fuirliliiiiiirriiini lrri„�.� �p.y,, i S am= am= mm mm nowi % pC��ipp7 i iii( of i i , Jt i ................................................ „..,,,,.,,.,...,,,........,..,.....,,,.,,., REVISIONS NC10 °DD'C10 "E „„ ,.,,.............,..,......, ,,,,.,.,,....,..,,. . , , .. ,..,,... , , ... ,........, .. , ...,.,....., o. ._.... _ ._ _ _...._. _. _..... _ _.-t....q ., . ., ...... ”`f7.._ ...A ___.... _.. .._._ ....,1:;= `�.._ ...._ _ 4b 7.04' .._. N DA TE , ...,,,...,. , 36DESCRIPTION .� I 23/30/12 CORRECT DETAIL REFERENCE NOTES ...._.�.. i - PER ADDENDUM NO. 2 1� um MAI 31+00 32+00 33+00 34+00 35+00 36+00 File Name* Base—KEN71 1—S Job No.: P2K219 Dote: 3,�15/12 Ol,(wn: TMA Engineer. TMA Checked By. HORIZ 1 "- 40' VER T 1 "= 4' 3 4 4-,," -.911, f + M A tu Q r • to �•, , t • • t t r t t' a STA FARM SPORTS VILLAGE - PHASE 2 ,9001 ASHE ROA 7.1-207 SHEET N0. D-10 OF 126 0 1 2 3 aIN I I v- r�l z w V 1---, N T- o N I T- Ir - 0 N "I" CD z E w w z CD z ui I n r-) I 11-11 021 � , %. / 0 N . 4? " 111f, �0 � "I'll, "I'll"---,---,--,-,--l'Il.1-1-1--l"..I ---- 1-111, - - — ---- --l-1-1-111-1-1 ....... - - r,•, -,,11,,,1,,1,-,1111.,,,--,.,,,,r„ ------- ;- 'J, / , I ,.; --",-,,- .................„.11.11-.,,,. .............,-»-,,............-„»....,1,.111-,:...,-»».-........-,.r .......................1..1...,.,,,...--- /- , I ,/ , � ( — — - - —I — ---- � I ----------- - - � I 11 � I � I I , � , I H � I I 1 ” I I , : I : � I , , � � I , , , , I I I * I I , � I ” , I � H 11 � I ; I I , I ; � , I , � I I , I I I I I � ; i i i ;. � � , ; I , ;l I , , *$ , , I I I I i I � ; , i i i � � 1;; 1; I � , i � � " , 1, � ,,, ; , " " I , I , ,� �, � �; , , , , � I ; � � '. , I SEE SHEET SE -3 " 1 $ � � 41 �, . � ll,$ , � " �, ,$ ; � " I I I I $1 . .� ,I � � , i i i i ;, � ,I I " I I , , I � R41t V ----- ----- ------ #--.M ----- ----- - ---- - - . -- - - -----is I /% 1 - j1 I— 'J5 ,,,;,, , —_,,__",j.�" 1.1- .1.11-111-1"---,"--",-"--",-""".,.".-"",-"" ,""",,---, .....--,—"-.......---------7---------------------------------- -------------------- "",'I..............--,, , I , � I I w /P, I �. �"/ / ---,—",----,-,—,-, //� I I I I I If I I X -- ....... I e* I ------___ I 11 McKEE ROAV � I , -117/ 1 1 -,----=--- ----," 111--lF ---.- I - - - I - -1 --, - -, -------- - - I - --- - "I, — — — •'.r;1111_,. .- --,---.-M-.,--1-, - — — — — — ---------- . - - - - - - - - 5 - I I - �11- � I------------- i; -1-1-11"�--'--�, I ; I a �-111111111 I - I-- I -- - ----,.----- -"-"-. ---.,. - �- --,,--,-,, -----, -,,,,-. , --- � ... . .... � I d - t � , . . ................. -, ,---", V I I I "I'll", ,I,.---., ; , . � I-- - ...'Ili � � I A, -,%-%.e- - .--- - --- ----- --.-,-,, --.-,-";'- ... .......---, "I'll -1- - I'll - I -'-.-,-,-, - , , I I ... . I """' "' , -, , - ,z ......... ........... . ... . .... ...... . - --ll , I I --...... � , , ,-",..-,.-,-, I-"-,-- I I , (_ I I � , ,-.-,-,- - I . . I .-7`1. I " I ,-"- " """... ;777777:��..,�----- .- .-""....".....,.................:. -%-, . I ....... , I .. I-, I , I S I " I - I I I .. I ..-� ............... . - .."..........-I., ........ , -1-1-11----.e'.1- ,..--::77:7:�-.-.-,-l-, .. ....".',".. I , - .. .... . lQw; ... .�...'�...,......,......,.,......",.,..".............,.".',--1, ",.......,....�...,.....".....', ,.. I If """', � .. I ----, . -'. I I I . � � -11 - � I I I "- ` , I111_1_ I . I I - "Ill, ....... * . ..... -, , .I ,- ,- --""-",-,"""",'ll""I'll""I'llI �(1-11. . ....... ------ .. ..J .... 1.-� I - --.--ll "...............,...�.,..,........."...� �......�.,.,.,.....�.."..,................,..........,......,.,..................,..............."�.."... .. . .........—I.......'.1 l.-.-l.-l-ll�flll-. I ......... "..�.,....7.11,�-.",."..".....,.,.,.....�..., I I - ., 1---,"' --,x,%-,-,,,----,- .... , , - I 11 -_ ------- --- -- I ,. I --1 I .. .. � � I , I " , - I-- 11" -- I I . . ',,,— . . I -- � :; .. . I -- .. , I .. 1� - // ........ . . I I .. .. I - . I --� "'. .., I , ....... -*< � 1 1 I" " . -11, 1-111, -" - --', ,�!!-U---`-,-,. �1/ I .. I .. . ". -'. -'. -_ - -- , , - . - -, I . I ., _ , I , .. . ` " , I. I , W-1 '- , , * 11, I , 4, � I . . - .. - I I , - I 1 I- .* �: .. .. I . I . I .. - � , ..... ........ I .. I . .. I I I , � I .. . , , . I I " -, . 11 � .. - 11 1 '14 .. - � ` .� " I I I , 1 .1 . -', �-�."...,...,.,....,.....".......,.".......�...".,....�...�,.""..."."..........."...,....".,...,...'�...,..,.......,.,......�.�.�,��.,...��'.....'....'� *1 I -.-.-.-,.-,.-. , , I "I , ` ........... �....-.......-,..,......-I.......-...-.-.."..-..,.-.,.-.---...-.-...---....---.1--l....-..-.....,..-,--.--.,.-.......I .-.....,.. .� � I .. . .. , , I 11 , " .. . . I - � I I - I . . $0 1 11 1. I '. " � ", .. " ,� " � " � I - . " I // I � .. 11 , 111", I '. * I , I'l � I . .. . .. I I " I � 1// , , , " , � '/ ".1"", ....................... --l- I . .. 1. I" .,* . I., I I � ...%..» .....:.........»"-"•......,,.,.,,1 I ---,-1111- - ................... ,,, , .. � .. .., ..... .. , I , , , —"-------l— , ., .. � I I " I � , I I .. , 11 I I .,.,......,.�....,.�...,.,.... I I � I �// % I \ , , � I- I, % , -'-..--..... � , . . , ,.. , "...,....,..,..,.,....".,...........,.�.,.,.......� ... �.,."......'�.,.�......,..,.,.".,.,.,.- I - '..".... � ... --....,.... --1 I ........ .. " I ; , I , .. � � .-.l.l.,...l...--,..-'- �.......,...,...."�.I.�.......,.....".,.I ".....,.,.,...."..�..,...,.,...."..,...,..,..,..�....�..,..�. . -,-,.... * , I I.. .. . .. .� .. , I /�,: / I B ", ,I i , - I -'. .. . ....." � I � I /l// /,/-/ . � I- * � " i ,. r -,"T, � I � .1 I , . . I i"', ..'. .. " " �, , x � - ............. �� \ , I.., , ,,,,. , I " � , /�, "I � I I I � � .1 ��/� , / --l—l/ . , I . " � , ;,,, , I , � � � - � I, . � " " , i � , I , ; . ` , I "............'.. � J -� - , I I .'. I. I . . 1. , 1, � »--- ---l' "', � � � , . , j ** . I I I ... � ..................... .".. � .................. ....... - ...". � , , I I I. � � .. ... .......... � -'.. - - . ....... .......... ...............,.�.....�........,.,.�....."� ......... e �. -1. ................--...............,-.......�........I ... 11 ... I ........... - ....... � ........ ,---....--...-,...,.........-..---,--..-..,.....,. - �. , I I . ............... I I . , " . ` I . , � , / "ll , I I .. .. . I � g I � � 4 I , , I , , .I I � I � � .. .�: .1 , � e 11 I ,� ; 11-11". ----I "I - , 1; , I . � I. . . ............ ; - 1, , I I " 11 ,�, , 1, , , 1. '. .. . - , . , " 11 � , .: .� 1, . I I � I I.' , . � /I . .'..* I � I �1�1 I 11 * , � I . I .. . .. , I "I I-- - -- - -- I . . I I ;111-1111 . ......... "--- � I * . . * 1, 3 � I I I - - * , - I '-�* .. � 1. I I 11 I I � � .. , ��, .. .1 .. , , I , - I , " . I I � , " - . . . I 1 '�----- , I ... .. I ...... I ........ ... � ....................... � ....... � � ......................................... � ................ � . ........ � ................... � ................................................................... , -1111--,/, -,,-- I'll, I'll I , . . I . .......................... . -* ,- .� - I � 1. , , . ` " F , . .. *.. ., I , �, ----/// �/' � �l I - - 1---- �,-,�,- . I 1. . . , - - ; -� ,'� , . , ; I I �1- I , . . " � � '? � I ; 11 I ;1� � 1. 11 I I - . . I , -111-1111" I'll ` " I., .- � ... I" I 11 �,;; ....... . . --- -11,11,111- � * , . � 11 1------, � I " , ff I - . .. I I �1� I I .. .. I I , , "I � , 11 . .. - , I - - '. I I � � , V_-- -, ""--,. ---- , . , . - . .. . ,. .. .. I , I I 1. . .. � � .. I I I -- I . 1 5 � , ". *1* .'., 1. .*- 11 I I --I---------- ... I - I 11 " � , I I � 1� I - .. .. I . i . . . , , I I I.' I , 1. . . � " , � ( �.* . , * .. � , I , , , � .. ., I 'III; % ...... I--- ,,, �, I I .. - ,,-.-,,--,,.-.,.�.-.-,.-,.-.-.-�-�-.-.-�,,,,,-,,-,.-,-,.-,.-".-I.-I",.,.".,,.,...,,�--,.-.-,-".,-.-.-.-,.-.-.-,.--,.�.,.."...,..,.,.....,.,...,.....-.,.- � .. I , , i -1-1-",/, -,-- 1-11,,,.%.,,,1111,,,, I , , i". ..""-..-,,--.,.��l......".,-"",-",..-.,....,..,�,.�-111--,-.-"....,."..1-1-1.11-1-11.11--l-l-.1-1.1�ll.-I.-I...,.,-.,-.,...., Ir —1 I I . I .. . I.' �2 '� � � 11 ` 11 ; " I . .. -, �� , I ", ---------- . I . , I .. I ; I I i -,----,---- - .* , K, ........... 11 �/. . . . " , , I I '� � I III ... . ...... I-- ------- I I 11 � I , ��. I , . '� --l-11111-1-1, -1 ,I I � , , 1. I I I ;1� , , .. I -. . -- 1-111, A. -I I'll I. .. III, ......... . . . I �--- � I � RELD )-&4 1 1 � 3, RELD 11J 1. .. ., , �' I I -41 -1`;ll-,--- , '.. 1� � I%' � I , , I I -�ll , 11 ,.-.-.,.�,-,,.-,.".,......".,.,,.,...,..........�-".,�.,...",.,.,.�,."-.-ll.-,.--��-.-.-"-.-",-,.-".."-"....,..".�....�..�,-,-.,� * 1. I.-I-1-1.1-111.,�...�.,..�."..,.-,�-1- I I 1� I i � I .----I,---- -----$---- - _ � , �� I , � I., I 1�,.......... , I I I .. I I , I I . .. �. . I I I 11 .1 .. � � �. � .. I 11*11111*"^*""","""'*,*,"**""","""*,*"""*""-'--*--,*,*"I"l-"P""",*"""*-,"*,*^"*', � I R I � " , .... I." �' I , . I � I 1� I ---- --1 , .. .. * I ; . .. , I � .. . -, , I N I , - . " � � I - I I I .. .. " � .. . I , ,� , . .1 , � ,� " - , . 11 . I ,� , ,�, , , � I � ,e , — -, I � ;l ............ --- '-- - , .1; � 1 �3 " I � If � ,,p::::, . I .1 , - 11 1 $ 1 ; � . . I � .., I . I I I I " ` I , ; '. 1* , I 1; i I ll� I � I - ,,,..,,�.�,,.,..,"...,.�,."...,"�"".'.'."'."'r"""".'."l,'.'.'....'..,.......�.�.�..,..,.,.,.,.,..,.....,."...,.,.."......"..".".,........,.'...,., . ... ...'....,"... �, " .'�, .1111, r -11-711 1--I, I I .1.1 . �-.1.�......,...,.....,....,.I.-� .... 1-1-11-- .......... 11-11, ... -, ............... I .............. 1------l-,----l---. , � I I � ----------- 1*1 11 ......... 11 I � - I � � '.-' � � . " I I � " -, .. , - I I I -* . - I , 1 $ , I � I I . I I I , � ,� I �1 I , .. I , . I .. * .. I , , " - 1, " 1%,11 , I I ..... ".. ---;,---/-,---- ,%,----J--J - ,,,-,-----„- S - o .I. . -, � � ..... / ........ 11/1,11-11, I- . I , - �- � I � . .. ” $ , I ---/--'-'---- -11-11 * - , 6 ,I 11 � ;11 ll� ,I, � ) 11,11, I " I . ..... 1--'"""""], --T- E -T ------ - - - I ` I I " � .......... J .... I " .. � "I � " � .......... / ........... — . , I:.:�l"..".",.,.,."-....�--�-.-",.--,.-,.-""..,..,..�.,...-,",--.,..1-1.,,..,..�.,�.,.-,-,,.--.-,,.-�......,....,..."..,.."..-,..,...'.� � , 11 , � 11 I I �� . :lilll-lll- .....11-1 .-,--,-------, I'�11--,-.-..,..,..,.-,,.-�l-..,-I �--1-11111-1-111111-.-,. ; I � I; 1. .I. , i I , I �.� � � " I I.' , ;, , , " � --, , - . $ 11 ��--- , I. .1 . , I � I � , ,?�, ......... ----,-,,., , � �. .I I ............... 111-1-1�--- - .1 , I - '� . I � I -R I � ... , I I.- , -; � I , , ,� , . I � . . � , , 9 I I I � � � . , , , , , � - . I .1, I �', � , , ��I�l - - , - � -"---III-, . .... , -11,11,11.1 � � � 1, I I I ` � � � I �1� , � - " I , , I I I �� I ". r -""I'll - I I. '� � I ; � I I I , , .1, .. I I � � � '- 'If I 11-11, I J, ,,,��,�, ; �" , , " , � I � I --- ... 11 I'll I , I � � � . . �l ,I , I "' " -J-111 I / �� .. , , . I.P.-I .... . .. , . I � , I , , i .1-..,."�.�"....�...."...'�-11-111-.-,.,,-.,-.,---I ..... �.."""�'..",.......,-"�""..",-.".""",-.".-"."-",.,....- .. I I I ,-�-, I � �"....,.,......",....Ill'-"."",--".",-'ll.-I-I.-II.I.I.-I'll.-.--..'ll,ll.-I",.---".-,".,,."."-.--"�', ; � IR, a ; , � � I I --- 111-1-11-1111- - . I 1, / � 'fill -11111- I , �' ; � I , � I " 1; ; I � " � � , , ,I, 11 I* I , I I I .. � . 4 I '* ` � � " " , � � - � � ; , 11 1111114111-11111. ; I , . , -'-'--lll'['-'-'-'-'--l- I , I , , -; , , I ;l I'll 34 1 1 1 �l . � , I �111-- 11-1. 1-11,1111";, ........... I $ "' , I "! ---- - - --- 1111,,-» -- I � . . � I � -- /-*� ------ ...... .. +-- .... � I , �, , C 11 . , , I I � � 1 $ � , 1, I ,� , I , I �l - I ; 1; //, ,,.-,,,,,--,-,-,.-,�-,,,.-,,,,,--,--,,,.,-.-.-.--,-,,,,,,.,-,-,.--,,,.-,,-,,,-,,,,,�,,� ....... �- e� ............. � I'll 1-1 I 1; �..---,-"",-""..,-,11----"",- - -1-1--1 -1111111--11111-1 -1111-1-1111111",", , 5 , f. I '-,-//-----, , I I , ,�. �l I I , - � ; , .. I -11-111-11 - � ; � 15 1 1 ,I I , � I I , I I ,,, I � � � I I : I I , I � I � 1". � 11 � � ........ . .. , I I'll � - - ------- I ............ � 11 I .I'. , ? , -----+----- ,� , � ; � 1; ,�, , I I 1,1�1 � ; I I , 's � , . I , ;�l ........... -~- , I-- � � � I I -��:11111— I'll I I ; - , I I , ----/ . I � 11 , - , - I 4 � � � � .. �, 1. I , 1� I , ,�� , � , .. I � .. . I ; I I I I � � .1, I , r ........... I � 11 � I— - I � , � ... .......... � ........... . .... -,,,.,,.-....,.,.........-.,,,,,,,,,..,,,,,,,,.,,,,,.,.,,..,,,,,,.,,,,,.,,-.,, --_,--_-j, � � � 1'1�1 I I I � � � I , �, ; f 21 � I I I" I � ; I I '� � , , � I � � ,,, ,� ............. --- , . . ,-1111-.-,,i,r,,::----- 11-11 - ---l---- I r --ll --1 .-.,"-,-------- --,-..---,-,-,---------.-,--,-,.--,-----,---,-- I , $ 1 , � I '� ; � I x1l '. I I C ; " , I ?0 ,,, �� ,,, � 1. , 1, , ; , � -, , A., , , �' I , II - * I ; � I � I , , , I .,-/,- I I I f I I � ,�,--- ..... 11 " �,,-- , "", I � I x� I .* � , 11" I � � I , "� .......... . - I I I I'*. I I I , , ; I �; � " I I " ,� .............. --,-" --- "I'll, - -11 I , I I ! --1 ......... I � 1� ,�� I � ,� I � � .: . I I , , � I , g , " , I I ; ,111.�l "I'll'I'll""I'll-l-1111-11,111,111-1-1-1--l'-"-"-,-",�-11�-1--",,/. � I � , � . �,-,,-,-,,----,-.-,.---___,,,_____,,,,,,,,.,,,,,-,--,------,,,",--l.-� , , -,-, I , I I , , �. � , I I /1,1111...1-, .I-,--,' I--,-- - . I 11 � '. , I .I- I I.-,---I,---"- I " � I I � � , � I ,II I I , , � I -��; , � " ,g ............ , � .I '. ." _,_ ; , I I .. "".."""..."-,". ...................... . .............. -,.-,--,,,-,,,,,-.-,,,,,-,,,--,,,--,� ,/111-1- 11-1 .... �, -111-1111, I .1'. �11111----- -- - --- - ---- --,-,-,-"--,,-"--,,'ll-I'll'I.-l-I'll ....... ,/,, -- - - 1-111--'- .... -111-1I I , 1; \ I -- I- I - 1-11111=11 1-111' - --� " I " ,I %, ,I � S/ 1; I� , I I 1�� , �l,sumom� loommomm lonsavaonw" lonomm� -----4 4wirmoomm""Ommommmow,,,Ummmmwm 4MENWIRM IMMONSWOU""SNNMNEMM .... RUMNNNM 4$Mmmm" ,M� .... daiwa--"wi,�--ii I ; I , �7 1 ,,MNMMNW ... mm,"NNMMU .... EMMMN)mmowa . ..... 111,71 - - - - - � ,a I M" AMPMMMM=t,,,= � ,, 1-11-1-1.1 ................ 11-1.1.1111 ............... I ... 1-11- "I'll-, , - - - , , ............... 111.1 ..... -..." .... I.I.I.- . I �� , .11-1-.1.1111.1111 ... 1. � " I A ron- ; , , 7 , ,� `� , , " ...... ... ......... * ..... * ......... ...... * ......... ................ � , , " , I I , I � 11 � I ,� ......... / _/ I ...... -1,1,111-11 �� , � I , " , , � ! I I , ... ... I .... � .... .-I'll ..... - .... I ..................... - ... � .... -, .............. 11.1 ...... I-- .... I .... � � I ,�. ,I I � � . � �.l ... � .... - ...... � ........ I ... I ... -11 .................. I'll ....... I I ................. I.- ... - ... ---..", � I I - , . � ----- -- ------,-- - , ., -, I K-1111-11 . . I r,�,,-,-�-,, �;, ;� � " � � $ $ ,�'- i I � '1� ' ; , � I , I , , ; 5 , , L-111111, —111-1 —11 -- --- - I /� , I I 1 $ � I ; , � I , , , "I "" * I , , I , I , � � � , �, , � I I 11 , "',g I 1�' I ! 11 , ", � I I � , � ............ I I ; � � � , -I-,,-- --- •-- � I I I � 1* , 1, -- /4 ----- - I � � � , I I I , I I I - I .. I I I I --� .... � ................................. � ................................................................ I -11 ... I.- I I �, ': I ; � � ... "I'll", --, —11-1 --, ~ „-1111,,- - I I I I � ; I I ........................................................... � ....................... � ............... � 1� I �. I'll � , ,� , � I , , , I - , � .1 I ? * � ,� " I , � I I , , �, 11 "I., I- I , $ ; . I I I , _ I ,'I � I I � ,� �, i I � � , I I , ; I , I.- , , 11 � , �.� I , , � . ; , ,I I I I 11-111-11-1 I ----,-, I , � ; I I I I I , I I I .� ,I � � i 11 I ------ , .- - - I , , , ; � � �l , ; �� 1, ,� ,� , I 11-1111, -I,,,-,./`,.».,,»,,. $ , I., I I , I , , , ---'I'll, - . I ,�- I .................. ".."... ... I I ..................... � .................... � ............... � , -, , .......... 1$1 ............ ;� ......... � , . " I I I � � I I I i , I 1'� " � $ I*11*1111111*11*11'1--** ..... - ...... * ........... * ...1.1,..1.,.1.1.....,1.1......-..,.,,,r„1.1111.. * * .... * ....... -* .... * .... * .... - .......... � , I � '0.1 I � , ; , , , , , ; $ . � , � ,I I'll �l � ,� � I , I �, � I '--- ,'/ , , , ; .. I I I ` ” -11111.41f/`/121 "I',"". A'n ........... - I .'I 11, II -3 ............ ll.�., I � � � ,-�, I , , I � �� , I I I , ",.i.........,.- <1 , � I ., , , � , , I , I I � I , I � � � � I I pl��ll - - - - I —11"Arl"I'll"". -111-11,11,111,111,11, - , , , I I I I I � I'll , . � - . .� � � I , ","'"'I'll � , , , ; � . i � 1,� , i�,,-; .......... 1-1-4 —- I I , I � � , � 11 . I .) � .... � ........................ � ................................. � ............................... � ... I.- ; � , - ........... I �i I ,I 11 �i� "I, I I , , � ........................................................ 11-1-1-1-1--l- ...... -111 .......... "I. � , , --- "I 111. , ,; .- . 1� � y -1111-11,11111, --41 ............ , ........... 1, "' � �' ; I I I � � ; I i" i ; 11 —1-1/d V----- -11-11,/ . ....... - - , � , � K11,1111-1116, - , , I I � � ., � , � , " � � I �l , "'. �. , 11 I , ," , � � � 3 I 1 ,; I , , , �, " 9 ........... .-1111.,-.-;1111.-1111,.. � I I , , I " �, I 11 I ...... . .... ........... - � � � I � I 1, , , I I I I. I ; � '. I I .. -�.. -,�. I A ...... -1-- , I ,---, --- - ----»- , '� ,� '� , � .'.* I f , I I 1�1� - I ..... I - - I ........ � .... � .............. � ............. � ..... � ...................... . I - 1. I .... - ... I ... � � �,, � I , .............. I I ,� �l ....................................... - .... � ..... --- "I..".." ......... � ........... I � , H111 ,I I . � . � , , fi .......... -, 11 � .. - , , , , ; ,� � , � .. , � � 1; 1,� " , ........... �l � I C I. I , I , , ..... I ............. /,•,,,,,»;,,,,,,,1111, = r , 11 � "I (- - � � ,� ; � 1$ ,I i , i ,� - � / .... ( , , � �, I I I ; � � � s � ,I � I , ....... I ...... ........... J , "I'll, -__,"ll" I � � � ---I, L ........ 1- . ................ . .. I I I � " I I .. �l 1,� ,� .......... / � I 1'� I I 1 il 1 � 11 I I I I '� �� $ � .� � �l "I , � � � � ..... / ........... I � ............ ...................................... � ..... -'-- ..... � ....... - ....... � ..... -- ........... 1.1 � � � .................................... 1-1-11-111.1-1. -.1-1 ---, ... I.."..", ...... 11.1 ....... "I., .... I- , "'11-111111-1-7.......y...»»»............. 11-11,711,111,111,11,'ll""I'll-Ill""I'l1,71. , 1� � - , I � $ 1 1� , � � � i � ;� �l '� I . � , . /' I -� ......... / 11 ,,, � � �l 1. I I if , , � ......... . `-- I ........... � ......... ) - ; I I I I , , . I � I " , � , , I ,I � I , , /1'.. , I y;l ; , , , � � , ,� .� - �irl_-_ , ............ =-'- -1 "; � 5 ,� � I � , "I . I "J, i-,, ; I I ; � I x � I- AA -1 - , . I I 11 '? ,� � ?, " " ;l ,I, ............ So '� , , � I ; � � I I I I ;,� ; ; I I � " � , - I I I REL D 19 . � $1 � RELD 110 �l i " � 11 X,,�--- --- ----J,"-"-- - , � ;,. .11.11-111111 ............... 11111.11,1111, ............................................ � .... . I ; � 1; � -� I � I � , � I ... , , , , I I '� ............. -$ 1 ;;� . 1141111111111-111111,11-11 .... -,'""'I'll", ............. '"',-, ..... * ......... - � �,-- ..... ",,-. ,I I ,� I ",I I � �. i I � I 111111�11111111- — --1 - .......... I,---, - I , , " g I F , " I � ,.,� I I I I I � , I/;,-,--- --- I,-,-,- ----",/`�--o-,""`,""""I 111. ''I � � � � I I , � I , , " , " , " I I � 11 � - " I I � I I , , , I , , I I I � � I 11 i ii . � I I . I i , ; , , I � � " � � � -- ---, -1 I , � "I 11, " " �l 11 1�,-11111111- -- ....... 1; ............ 1. , I I , f , , I � ; � �l I I ... .1.1111111-1-1 .... 11.1-I.- .... - ........ 1.111,11.11.11 ............... .......... I I Ill '� �1-1 I . '� � �-- .111-1-1 ..... I ... ---", �, I I I ......... I'll ------,--",. -----1 I I I ""' , '. � � , ;1-11-11,11 - I ; � , , � � �� I ; � , I �, 1""', \ �- ---------- a�/��, , I �1, , � ,I I F-1-1-1-1-111-111-1-111 ...... I .... I-- ........ I ... I ...... -, ...... 1-11-11--l-1-1--l"I".." ,I.* I g ........... A., ; , � ; I ; I; --,,,, ----1, - "" , ,; .11* I 11 I � V111 l . VVI .......... I 1 51 �1; I � I - �.'� ; I I � $ .., "�,-, � I � � I ; .......... A --- 1111111-1111111-111- I I , ; I ;� 1; 11 '1� IP,�v�,/�,,�/.��"/`/`�`��///��,//I ,I I , I � I � I I I I � I , ►" i I I ,�Zl ,I I - I I � I I , _;o — --"- --"'I, .. . ........ I I � ........ . 1;1 1.1- 11 111.11 ..... -1-1-.1.1 ... I-, ... "'..., .... 111-.1.11-1 ...... 11 ... ---.- .... 11 � � I ,I i � � , I - I f I � 0�. �1, � � ,� I � � I , I I , I � I I 21 I I - I 11»1.-».i/.....,,».- I�7 � I � . I I .... * .... *- .... * ......... ** ............ ----*-* ... * .... * .... * ........ , ................................. t -----/ �----- - 0 , , , � I � I I � ; � � � I , -, I , , 1,� '� '�, � I , , -- — ,-------- I I ,�e'l ", �, , I � I , � g �/;/// ,/ , , ,;/-, 11 " I , � $ ,I I , I � � , I I , � , "" , I ; ,� I ,� " ;, I � � �� 1 " I � � ,� -----$'-- �� - I I � ?I -- --",- 1; 1). I .11�--, .... I ... I. ... I,-,--,-,,-,., ... I...", ..... I ... I--,'.,-, ...... -,"I".", ..... 11-1-1 ..... 11.1� , 1; ..................... 11 I. ..--- 11- ... 11 ---- .11.1 .... 1-11111- ... 111-1-11 ... I � .� �, � I -111.1-.11 ...... � - "', � , , I , ,� !��,',./ I-- ----1 I I - I I i I 1, ,V�,�,,MM/l r, ; -, , � �l , , �,. I I I ; I , I ", �' �, �� , I I I � 11 � ;,,;, I � I � /I � I --- I'll. I , , I I � v " x.........' / I 11 � 11�1, I ,I I � ", , i '$ � 11 11. I � I "I - # I I I " ,� � � / r; ;� t I � ., � I �� ,� F,/ , I I , �,�,- \ ",n,"? I/ I I ; ,/ ,/ ,/ , , P",g I . I � � , , ,,, —1111 '. I I /I I * � - I � � � � � I 1; � � I 1 5 . ............. , , . -� / I ; � J 1.11.11.1 ".. 1; �1. �1-1-1 ........ ,------ -1-1.1.11.11 .... � ....... -I , � � ..... '"..."..", ........ I .......... - ... 111111*.",.""".,.*1111*11,11,111,111,11I ....... � / I I 1. � "I , � - - .... - ........... -, ....... -, ...................... -- ,�� " 11, I , � I I , " I � , / I � , : , � 's I , � , � I ; � , , , � $1 � , � � i iI I I , � � � ; I "' I ,� I I � � �� 1 kq I x 11 I I I , � 1$ � " , I � I 'I' , I ii -- ------"-,��-"----- o I I , � � � , .-..*-*. I I , , I Ill' , ,1— , � � ....... �l ... � ............................................................................................. --; 1, I ....... I , 0- '% I , I � , 1111111111 1111111111 . ?"",""""""",Ill""I",,*""","'I'I ............. , ......................................... - -i 1111111111 � 11 I I ,� �� I I , I I , � Ill . ; � I , , I . � I " - , � �l I I ;, I I � , j � I � i � �. I "I I , I � I I , I I , 11 I � � , I ,I I 1; � , I I , EMIMM Aw I I I I , i I I I , I , , � I I w cawarm . I �-1.1.11.1...",""."..","'I ........................ � ............................. � 1 I 1, �� .............. � ....... - .... -..",",-, .... � ............ 111.111,11.11 ............... "..", ..... "I , ,I � Lt --J .1111-1111,11 , 111.11.1.11, I I I , I � I � ,I ; � i i I � , rw FAMMM an I I , � i I I N 11 I ', $ � ,,,, L -, - s, ,,,, , .11,11,111,111;."�Ill"!",*","I "I'll 11 � - — , $0 ,,-,.L .., .............................................................................................................................. I I ,/ .... ..... ...,"," ...,.., ... �-,,-, ............ - 11" I � - - - - - - _ / . ..... - -- —, -.11l----l-----1 . .... ..... � I ----. .. I �� i�,,,, 6 — .-l-l"k ............ , ,-,- , --- I I--- I -.111, I — - -- I --- , 7!:� =7 , — , -- , --- , --- . " I", - , .... ...... ...... -- , � -- "...- - — -11 ,-----.-- I 11 .11,11; 11=111 = '-,""'= = = "I'll',',, fl -111111 = f- ... ...... ....... === ...... ==f ...... = ..... "", , "" I - - 77" .-- I , "' .... ;, = = -- =- = = = -,-",-,-,- = = = "-,-,-,-,-, -"""�." = = ----- -,-,."-, ''I'll- 1-1-1 -11 .1. I . ...,,1 1111. — 11�11 - - 11 I I I ---- *0,0, I ------,------ 11-111,11.1.1.1.11.1.111, ... 11-1-1-1-1111 --,--,---- "Ill.l..",,-,"",—,--,-":;=� "I'll" ,""""""",.,,..",,-,""",----,--- -- . . .. ................. . . - -_-- ss-�' --- . �Ill"".""""""".,.11,"---"--"",-,,--1.11,11,111I .-----"--- � "O", I - - - - - -- . � 1111- ... ........ 111111111=1_11=11=1- I'—ll,,,--,— , 1�11-1 -,-.,I,,. 11 1". � ; '. ,., ,,.,,, , . . ; Ift, I , lft� I ll,I � � 1r I 4 I '� I . .1. '-- � ,I . � I I ". I ,,,��, I � " — �� r1l I ,� ,I � ; � �l � ; III. '. 11 � �d, I / - 11 /''.; ,� ;, , I 111111411- 'l--..M-.�q,-_,_ ll--, ...,--.-.,-.l ........ �..,.".,.,..,......,.,.",..,.,..,�..�....,...,.,..,....,.......,.,.,.,.......�..,..,.......�...,.,.,.�,.,..,."...,.�.�,.,.",-,.-.",-..""-.,.,-..,.,..-"..-�.,. '! 11 � .-....,...,.....,....."..,.,.".,...,.",.,.,..",....."..,.".,....,....".,-I . :: . . '.'. ,I 1� .... � ............. "" I '. , *11 ` * M? �- � I , 5 : . . . X , , 11 ; ,I,,-,,,..,, � ---l-'...., I " �l '. . I . I �' \ � elit, lurk"I'll 11 . . - " � ; I �l -.-,,.-.,,,,,.-,.,-.-.....,....,-..".,-,-...,-,.,-.-Il-l..,..,..."�.I.��.-"-.-",--..:,.-.-..",.".,', .----.,-.,--.-,�-11-,,,,.-,-.--.,,..,,-,,�-.-.-,� ,....-"...,.---,..,�..-."..--..",-,.,.,--""-,'.",."""�-".--..I 1-11,".-.-,.".,,.-,,.-.,,,,,--,-,,.,.---,----,.'- � 4� " ,I � "I. 11 I . I ; � I : ". .1 , . , , , I . � I .*. . , , , * � � . e , .� t � � I , I " ,� I � � � � I I � � � *� � *- 1%. I. � �- .. : �, � , w w � .. � % .. .. w ., I :: , I , , I I I : t 1* � I 11 I , " *1 I % . .", "I .1 * I � � s'. � i i i -, � i � I . � I I :: � . .. .. 11 - , , , , * , � ,* . .1 I - I � I I � * z I : I -, I � , '. " * � I . . I . : I . .. . � . . � �--- . .......... -.".-----, . ` � , i -, , � � I I . I ...". * fi : � � ,", .. -11-11-1---1 -, ". : I I , , , I - I : I I t I-- .. -% I I I " .. . , , 11 .'. � � *1 , I I I , , �� , � i i � 11 I I : % � 1. '. .. .. , , , , I .. '. -�. " . .`.. I I I I . % � 1. .. I I , 5 1, s, " i t I 11 . ; *1 .1 w � � � �, � i Q � � .. - � . *� I . , �. � I �l : .. , � .1� " � " .1, " , I � I , � " � 1, �, , ;' �l .. . I I , : I I I I . . ,� , 9 ; i " ; ii , i . I .. '. . " : w � � . � s � I , � ; , � :: � .. ., : Ill i i I I , : .. I I . .. � - , : I I I � *1 .*. � I "Ill � < I . � � 11 I $ 1, 5 - � I . . . : : *", .*, ".., < * I . � * : � � I .� . I ''I 1� � � � I I : � : .1 I I I : � � � , 11 '.I.. I I � � � '. . - i ; � .1 � I � �l I♦ I : 1. , t < . I 1. I I � I. � � , I : "I . .. - '' , ; , ,� � ,� � t . * t " - ... .,.,. � . I 1-1-.---.,--------,.-l---,-.%-",-----.-,-.--.-,,-1-11.-. , % .%-.",--"-.-."-,...-,--,,-�----l"..I I . � . I ; : � : � , , -I--,'-,-....--. •- .11-.l-.-.-l.-l.-ll.-.%-l'� I I ; , * ` , " . I I 11 . I - � � I . . I - : . . , I � .. , , ,II. .. 11 : I " , . I � t 1! � .... ! � * " * . � I I I I 4� , I IvIll I rl % 11 11 'i I . . � I � � .. , ; ; //P( vl// � .. � ` � . I : , . � .. �. , � I ,I I 11 . 1* I. 1*1 I , .; . ; , � , , " .. 1. I , .1 I .. , .;, - ". � IN •I � �, I$. �l ,I : .. . I � .. � " . : � ,-� " I � I , " , I I I � � f'/`l,, . , , , I . I I . ." %—,%"--i I , I I .. . 11 , I I : .1 '.... 11" � I I 11 , � I , , . . , , I � I , � 11 *� '�- .1 .1, : , , I . , I � I 11 u 11 I 11 I �l I I , : % , - . , I .. .., .. . . I , I � ; - , , , : *� % I .1 . 1. w I'll ,./ ."'. : I , � � � $1 ;l �l I I , 1� I ; . .. ,�, � . %. . , I I I - I � �, I : , i I . . � - . I , ,; . : *.I. 1-1-l-'..........'...".. .., � %,"", ,-,-,,., . 11 1�,, � I - /J/,!i ?;s�,I,-,��w, "! ,I � I i : .. '.1 � � ; I A *' � " ` ; : -ill, �-;wz;" ,I I I . t - *� I , : valift � , : I : , I',, , 11 � I , , I I - , " I. : . 11 ;l I � I ,, . , - , � � ` . . I I. : .1 , � 11 , I ; I � - � I I .1 .. , I : I - � � � .. I ` " .. . i I � � I . % ... 1. � I , I " , (41 , � � � I �� I , : , I " -, '. I " , , i !, ; - I " 11 " � " " , I t � ,r ! : I'll, I . , . . , : " I : I , / , i � , . - - - - � - . - , , ,I I : .1 I . � � - .. ; , � I / . " , .... � " I : . � � I : �-, � ./g // tu/ �, , 41 t � .. I 1; ,� , , , I /".� , 11 � � � : V � �l I . .. , 5 1, ., , . � : . .. " , � � 4 , , $ , , � i , � - -, : I 1. . �i . I I ,� ,� � � .1 * P , "'. i i " , � i � , �l I * : I � �' ,I' � .* � , , I - * .1 , , , , ; : . 11 ` � : , I � i I ; � � . � - " !, 3 "; �, i 5 � I � , , ; s 11 : t . * � I : , . I , p , , ,; . I , , , , � � . ,� � � ? 11 � � � I , : . " � .. I : , � 1� % I . I I : < * � " , � -.1 I - i 11. ". I � 11 ' $1 11 ' ' � i * *� .. , � I �. : I , I I I , I , , 1, '� I : f, �. .11 � 1*1 . I I I I I � � , I . : � .1 ..; � 1; I I I 11 ,I � � � $1 � * 1, , I , , " � " i i i i i i i I I I � � ; I ; � , � 1* I , ; 11 , I .1 --l.. I , I I. .1 '.� "...'. ..l.". .� : 11 ; I � 11 , I ; I" .,.--.--..-%. I , '.. I . I , , ,I � � � 1. ;l ,,. � : � - . , I *1 � .....�*l 11 � , � �. I I I I ,I ; I 11 -, " 11 � � � �. : , I I I I I . - Ill/ " I ** ' : , I � I I , I , *1 � X !% e I. *- I Aft 1* : s � / w - .. �. IJ I 11 1, , '. , .. . : I , , � . � �l . . ; RELD 0116'..... � . I �-,-/ .. . t .. * I ,,,, I 1� I � 1. .. 1'e fla", I., 11 " I ,I '� - '. � - - - R 3 ` I .1 I e ELD wl " I ; 1-1 : z � 1".. . , , , .'.* : ,� . .. . .. � .� ....— '- " - � � � � ,I, ; : .',------,—,--.--,—,.—,--,-,;�'ll",—,—"--,..—..--,",,—,---------.--------. '. . , ----,------,— — — — — — ----- — -------------- — - — ----,.-,,.-. : . I . , '. .. . . I � : -1� � 1. � I � 11 .., ..... : I ,I � ; � .. I•1. I I ,I 11 � ..." - I I I I : I. 11 .` 1*1 .. -, ". � -, : I , . I �l ,I 1; I I : � " ..* � '. � , �. ;l, �.. : I 1; " , I � *11 e � .. , � �. 11 I I p I I ,I 11 � ; , I. I . I 11 .. I � I : , , / � : I � : .'. I.. *1 � I ,I � " " -,-, ` *111. '$ , ; , " , ... : I I , '. f, � � I , , � I , . I/ : , , --..--,.%—._.,,,, � � 11 ll� 11 � ; �' 11 "I : . ; � i I 1. I �, "I ,I ,I I � . I Ill/ `,--ll_l-l*, I I : � � .'. -, I :: I I < 3 : � : *1 I I � 1� I ,I � " : � ,I 11 � I I 1;, 3' 1, I � �, I : ,I � I -,; I I 11 I I �1' I �. "� . . I -`. 11 . � �1� . ; � , $ � - I I ,- , 'I - - � I ; ; g , , I I � -'. I � � I $. . I I . . � 1, ., � . I ; * � ; I , 711� 1 � . I I 11 I I , ; � 5 1 , ; � . .." , I ; �; I 1. Ii I I I � ,� -� I I I I I s, I I I "� 11 ,I Ill : � I , ,'I . 1� I .1 � 's. ...., � : I i " I 1;, '. � : 111. ,I � " � .. li . I I � ,I . I : � . . I � . ; � I �. 5' � : I' . / : � I . I 11 I . �. , ` *� I I : "I , � I ,�, : I . , 1 4 , � : 11 "--', . I - P 11 ,�, �: � '. �, ,�.- "I 11 �, 1. : �i I I : " � " ll%� 11 � $ 1 i � I I I "I . : " , ` I I I , .. \ I. � � : .: � , I I * I I : .� -� ", ",—,,%,%'-, I �1,- * � I , I , " ,I I 11 1 $ 1.11. I I . I / * ** , , / -1. � - � I % I I , -� ,I -1 I " , / , i , 1" "; : .I .. 11 I . 11 ,I '� � ,� 1, " , . I 1 $ , ,; : *� 1� � : . � , , I I * I " I � . I -,-----11�11111-1.1-1-----�•...... --,-- —I-----,— ,,,� 4 1; � 11 I 1; 11 1� rl � .: i I --^—,ll!ll—1 1-1.11111-L-1---1 , , , ,I I " :: � $1 - , I * I �l 1. < I , ,� : � � 3 11 5 11 .1 I I �l ,I � ; ,I "I : �, ,� I , ,� I I : 11. I I ,,, � 11 � . � 11 I � I . .1 I 11 -.1 3, "' ; I I I �111111; � . I , , � � $ � ,� s � ,� I � I , . . "I � ; I , ,I 11 1$ , � I I .1 � "' il , 3 �. $ 1 �; I , ......... I I , � , : 5 I � � , I 1 15 '� � , � : , s, " I , I . � � � : : 1; � " � ,♦,I , I I , . I I . , I , I I , -�. I ,I I , , , I � i . I r-----llll . * : I I I I 11 � *.. � , � , �-----------------s, : I , I ,I " I � , ,,, I �l I . I ,I � I .� , , .1 � � I . ........... ........ I I ,- -- - � - -- - - 11 . -- - -- - - -- - - - - 9 ll I �-,,-:►,---: - - - -- - -- - - - - - -- - - - — *.* 0 " I - - - I �I - , I I I , I i Ill I %'�-R , , 1't� �? r,v o3FESS/ �,�,, I` 0 < Y� � 11 / E. ,& I- 5� qy� 4,,� <1 x�l , \/ -1\�, ��/ ,6�, - � "" ` 6) 01-� 4 u REGISTERED CIVILOGINEER w C 46515 IT` cr_ � * Exp.6-30-13 * .4 -, C / v I 1501 TRUX TUN AVENUE 1 /4,p OF CA,0� BAKERSFIELD., CA 93301 R E V1 S 1, 0 N z"i No. DA TE D 17 3 IJ011 2 AD00 NO IES AND CLARIFICA 71ONS T ISSUED AS ADDENDUM NO. 2 , 2 / / . * 3 // * A I I 11 { 11 - , , . I : I : I I I J'� I'll �l 1,; I � s �, � " I � - ;l -. 1. ; � ; �, , ;l .* . : I : .1 1 $ ` , ......-,»m --,-,,.4 . * I 11 I 11 ,� -� � ----.---- ............ 1�1 � ;� i I : I I : I I I '�' x " � � i � " 1 $ I , ,,, ,� -. �l i , : 11 I . I � , � , , � - - I I I I ; � , . . , I : -, , - 11 i h . . I * I -', " '; � � � I - I I , I � '. -* ,� I � � : - I : ;l � , , , I , I , $1. � � � , ,,, : : . - I I 11 I I , ;� . ; , . : . �� I , I I : , I I I � ; � .- I I 11 I ,I � , " 11 I I I �, �, ,»»..,:..,»,-.------- .. . .... � 111 : I : "I'll"-,-,—"�l--",--,--""� ..... -: ,- 3' . �0 ,I ,I I I -�--- ------- . - . I " i I I , '. , %, � I ,� ", '. I , 11 " . rl , 1. I I ,I I ,I I I I - � �, ; ,I 11 ,� ** .;, / �� - � : 11 � / '%....%,..,,-,— I I � I � : .1 , , I .. / , , , I 'I , I ,I I - I , .. . ,-/ I I , I I . . ; I I I I I I I � I . � I . I ',� ....... ; I I '*----.,-.."-" . —1�1 $ . "I I � .1 : I � , I -, " , I I 'I I I I : , ; 11 I - I I , -, I I * � � ,� � I 11 ,I . , I I 11 , I . / : : � �Zl. I ,I 1 $1 "I -* 11 : I I I � I I : ; �l - �l 11 I I �f ,� I 1 $" ,I ; I I � * I I : I � , . $1 . . I . I I - I . . I I 11 ;l I I I I I I , I I - I I " '! I . I - .. I . , �11 , ,I ,.".."I'll." , . I . .�,"—_." I , I I � , � . I .., � 11 � , . .., : . w , I "I I . I /I / '11-1 ,I , I .11 11 I 11 � � .. �� " � /�l % 1 4 I I . I ,; � I � : "I I I I I � "I / ". I ,I I . ; I � . I 1. -! I `11 5, "Ill I I � ` IRUD P2 ', I I I REL D ' . : I � � , -- ........ .. L-- I . I It . -,'-ll—,--,-, — , � ,; , , 1-1 ; ............ —7-1-1-1-11-11-1 . . I I I I .... ---- , -- � . , , � I : * � ; ; , I , � � I I . i I * %, � � i �l �l I , , , , I .. ; I I , , % ? 1 I I , I I 1 $ I '* . I I I , � - , 11 I � � � ; " I "I �l I I I I I 1. � ; I ,I . ill , , I I 1-1 ,I 11 , ,,I--.%"----,,// �' - � ..".."..", 1// I I , I --, . . I I I I I "I �II . I � .1 , : I I ,� I ,I � I � �'l I � - ",I : I 11 � . I 11 ; I �l ., . ; � , I .1 I � I .1 I � I � . �. I I I I I , I � � -1 � I I £ W11z''ll''i", & ffll-zai.w� lailw� i lop 41W-106910", 7-1,110/aw., A LHGHND.- @= NEW RELD RECEPTACLE M NEW JUNC77ON OR PULLBOX @ NEW ILLUMINA 7ED BOLLARD rol NEW PA THWA Y LIGHT le� SP07LIGHT 0—c-@----0 NEW PARKING LOT AREA LIGHT 0--@* NEW SMET LIGHT FU77JRE SMEET LIGHT , l------------1 SINGLE—BAW RELD LIGHT / / / / / <2QQQQP NEW SINGLE—BAW FIELD LIGHT MURE <Z2�� NEW DOUSLE—BAW RELD LIGHT 000000 FURARE ® nonwmft% # --- McKEE ROAD li II S\ 1 I /a I I i 114, 1 1 1 p - 2- 1 1 a I I I I I 111-1 I I i ----A � I I I . I$ ." . I , ; , . : $ *ftmwn� mmmmm �. smummmum mxmmm monsoon, , I I 4, 5 I -,, � : . ,�l . ....... , ; I I � , , I - . . I 11 11 , ,I - " I I I ` , o ), I /1. ,., � I 11 , ; I .1 I I I I . I I I I . I 1; I 111I ; / '%--, � : � I I" I I II7 1 , �' . � I / . � � I', ; � , � I I . - , , I I � : '; . , : � .. . " � , i %, � -/. ""ll , I , . 11, , I , , / \ . . f -.1." I I 0 , , " � . . I , I I � I , ; , , � I I * I ! � I i � —, I I I 0 , , - I I, � I � , , 11 . A . � � -, , i , 11 ' ' t -I � w ,--------,---- 1111111 � , --",—"—"--""—,-----"i"�."—",",--""—�', 11 -1 � .... I I .. 11 , , � �l -- . I I I � ; ,� - , . I �l . ' PHAS � ; I 'I; '� � f, , I I : ii 1 i � : I �11 � I'll , I I 11 I EN GED PLAN I I 4 .... 1, I I I � ,,, •� � �l - I 11 . ill -� "I ;l .1 � I I ; 1. � I . � I" I I � I ,I "I' I ,I , I I I : * : I 1.1 It ;l . , " ,I - � : ; I 1. � � � i I 1. I �, � I I ;l , i I I I I � ,; ,� , � , . : -1111-11--l'-"",",Ill""I",,-- � I I I I I I � I � � -1 ,I : I I I I I 11 $/ 1 1 1 1 1 1 1 1 1 1 . : I I � : I 11 I I I : I / I "I : I I : I I 11 I I "I 0 1 1 1 1 " I I I ; I ; .1 I I I I , 1--4l,----,;l-- ,-"-"""-",L--",-�-.,��,,,i " �--.,, ------ - ---------- - - -- 4-----� ------ /----,----Z I " : I I I I ..... ��,'�""."'.'."'.".-".,,111,— . —.1-11111.1" � I � I —1-111-1-11-- ..... ----, . ..... [--",—,----,—,----"-----,----"—,—"—,--� / / &— — — ----- -- sMs* "I I --------i---i I / / I i SCALE.- -60*. . . . — . — . — . — . — . — . — . — . . . . . . . — — . � - . *"I-- - - - - - - -- - - — - - -- - - - — 77 1 - , .71 / 5 - 1111.., - - - 1,4_11=1117-1 11 1=11 11=1, 1XI, 1;7=---,=,.l 11=1 'Irl_ 1=11 .1=1. 11:111, .,= 1-1�711 ll�!--, 1=711 -.1711. 1=11 -1;7-rl=-l= ,Z"- .1 11=17 ZI-11 1;1"--Z-lll=--l=-1 -1:1---117111-1. - ,=- z---=,-,- - -, or"® — sssssss� ssssssss � — — ssssssss " - — — -- -4 ,- -- 1- -- - -1 - -- - --". "-- -. - - - -- - sssftsss� I I , �- - - -- -- I'll- -11 - -1-1 -1 5 il , - 11.11. -111, 11-11 I- -, � !�!--,- - , - 1.111, -- -1 -- ,-,--- I- - - 1, , , , -"- -- -. - - - I.- 1-111. -1 »111. - -- =7� =7� =1- 0"'s"s"* '"'""""` ss"""" - - ,.11..111,.,1.-1,..1»1,1111.. ==- ="=� ="=� -- - -1. - - - - - - - , -,* 1 $w 11 _,-- , 111, - --, - -5 -) .... * - , I I � ,-1'->->,>,>'-) ;11 I I I A -�-- -'-'' I � I i ,,-Rw-x�x, ,I . , I I PLAY FAIR DRIVE ------ M I -�� I 11 11 11P.- I I 11 — - I , -4-- .. I I ,.— ONFORMED SET - jr 1, I / �... 1, 1; 11 I l ---l----- ',--.- -1 , t -,I,/, 1--.... �11 I �11!0 'l/ , 'U,41 / / 1p I 11, i 11 L'AMIN /J'T0 AI i fill tI i � fPA- �FAI�i10111150,0 il11, I 1 1 Ap ; 11 � I i � —-- 11 I -- N x A 8 7.1-207 LA00)VERALL ImumWOWER PLAN -- I File Name--8AsE-KEN711-ELECTR1CAL-drawn: DP— V1LLA`0"`E-"PHA40= " SHEET NO. PUBL/C.; WORKS DEPA10-of"hTMENT Job No.: P2K219 gin eer BM 5E--1 OF 126 Date: 3115112 Checked By. '? ' ,&� ,9001 ASHE ROAD 4-eulrd-Ap - --- — - — I I --j----- I 0 1 2 Nj . ........... ........ I I ,- -- - � - -- - - 11 . -- - -- - - -- - - - - 9 ll I �-,,-:►,---: - - - -- - -- - - - - - -- - - - — *.* 0 " I - - - I �I - , I I I , I i Ill I %'�-R , , 1't� �? r,v o3FESS/ �,�,, I` 0 < Y� � 11 / E. ,& I- 5� qy� 4,,� <1 x�l , \/ -1\�, ��/ ,6�, - � "" ` 6) 01-� 4 u REGISTERED CIVILOGINEER w C 46515 IT` cr_ � * Exp.6-30-13 * .4 -, C / v I 1501 TRUX TUN AVENUE 1 /4,p OF CA,0� BAKERSFIELD., CA 93301 R E V1 S 1, 0 N z"i No. DA TE D 17 3 IJ011 2 AD00 NO IES AND CLARIFICA 71ONS T ISSUED AS ADDENDUM NO. 2 , 2 / / . * 3 // * A I I 11 { 11 - , , . I : I : I I I J'� I'll �l 1,; I � s �, � " I � - ;l -. 1. ; � ; �, , ;l .* . : I : .1 1 $ ` , ......-,»m --,-,,.4 . * I 11 I 11 ,� -� � ----.---- ............ 1�1 � ;� i I : I I : I I I '�' x " � � i � " 1 $ I , ,,, ,� -. �l i , : 11 I . I � , � , , � - - I I I I ; � , . . , I : -, , - 11 i h . . I * I -', " '; � � � I - I I , I � '. -* ,� I � � : - I : ;l � , , , I , I , $1. � � � , ,,, : : . - I I 11 I I , ;� . ; , . : . �� I , I I : , I I I � ; � .- I I 11 I ,I � , " 11 I I I �, �, ,»»..,:..,»,-.------- .. . .... � 111 : I : "I'll"-,-,—"�l--",--,--""� ..... -: ,- 3' . �0 ,I ,I I I -�--- ------- . - . I " i I I , '. , %, � I ,� ", '. I , 11 " . rl , 1. I I ,I I ,I I I I - � �, ; ,I 11 ,� ** .;, / �� - � : 11 � / '%....%,..,,-,— I I � I � : .1 , , I .. / , , , I 'I , I ,I I - I , .. . ,-/ I I , I I . . ; I I I I I I I � I . � I . I ',� ....... ; I I '*----.,-.."-" . —1�1 $ . "I I � .1 : I � , I -, " , I I 'I I I I : , ; 11 I - I I , -, I I * � � ,� � I 11 ,I . , I I 11 , I . / : : � �Zl. I ,I 1 $1 "I -* 11 : I I I � I I : ; �l - �l 11 I I �f ,� I 1 $" ,I ; I I � * I I : I � , . $1 . . I . I I - I . . I I 11 ;l I I I I I I , I I - I I " '! I . I - .. I . , �11 , ,I ,.".."I'll." , . I . .�,"—_." I , I I � , � . I .., � 11 � , . .., : . w , I "I I . I /I / '11-1 ,I , I .11 11 I 11 � � .. �� " � /�l % 1 4 I I . I ,; � I � : "I I I I I � "I / ". I ,I I . ; I � . I 1. -! I `11 5, "Ill I I � ` IRUD P2 ', I I I REL D ' . : I � � , -- ........ .. L-- I . I It . -,'-ll—,--,-, — , � ,; , , 1-1 ; ............ —7-1-1-1-11-11-1 . . I I I I .... ---- , -- � . , , � I : * � ; ; , I , � � I I . i I * %, � � i �l �l I , , , , I .. ; I I , , % ? 1 I I , I I 1 $ I '* . I I I , � - , 11 I � � � ; " I "I �l I I I I I 1. � ; I ,I . ill , , I I 1-1 ,I 11 , ,,I--.%"----,,// �' - � ..".."..", 1// I I , I --, . . I I I I I "I �II . I � .1 , : I I ,� I ,I � I � �'l I � - ",I : I 11 � . I 11 ; I �l ., . ; � , I .1 I � I .1 I � I � . �. I I I I I , I � � -1 � I I £ W11z''ll''i", & ffll-zai.w� lailw� i lop 41W-106910", 7-1,110/aw., A LHGHND.- @= NEW RELD RECEPTACLE M NEW JUNC77ON OR PULLBOX @ NEW ILLUMINA 7ED BOLLARD rol NEW PA THWA Y LIGHT le� SP07LIGHT 0—c-@----0 NEW PARKING LOT AREA LIGHT 0--@* NEW SMET LIGHT FU77JRE SMEET LIGHT , l------------1 SINGLE—BAW RELD LIGHT / / / / / <2QQQQP NEW SINGLE—BAW FIELD LIGHT MURE <Z2�� NEW DOUSLE—BAW RELD LIGHT 000000 FURARE ® nonwmft% # --- McKEE ROAD li II S\ 1 I /a I I i 114, 1 1 1 p - 2- 1 1 a I I I I I 111-1 I I i ----A � I I I . I$ ." . I , ; , . : $ *ftmwn� mmmmm �. smummmum mxmmm monsoon, , I I 4, 5 I -,, � : . ,�l . ....... , ; I I � , , I - . . I 11 11 , ,I - " I I I ` , o ), I /1. ,., � I 11 , ; I .1 I I I I . I I I I . I 1; I 111I ; / '%--, � : � I I" I I II7 1 , �' . � I / . � � I', ; � , � I I . - , , I I � : '; . , : � .. . " � , i %, � -/. ""ll , I , . 11, , I , , / \ . . f -.1." I I 0 , , " � . . I , I I � I , ; , , � I I * I ! � I i � —, I I I 0 , , - I I, � I � , , 11 . A . � � -, , i , 11 ' ' t -I � w ,--------,---- 1111111 � , --",—"—"--""—,-----"i"�."—",",--""—�', 11 -1 � .... I I .. 11 , , � �l -- . I I I � ; ,� - , . I �l . ' PHAS � ; I 'I; '� � f, , I I : ii 1 i � : I �11 � I'll , I I 11 I EN GED PLAN I I 4 .... 1, I I I � ,,, •� � �l - I 11 . ill -� "I ;l .1 � I I ; 1. � I . � I" I I � I ,I "I' I ,I , I I I : * : I 1.1 It ;l . , " ,I - � : ; I 1. � � � i I 1. I �, � I I ;l , i I I I I � ,; ,� , � , . : -1111-11--l'-"",",Ill""I",,-- � I I I I I I � I � � -1 ,I : I I I I I 11 $/ 1 1 1 1 1 1 1 1 1 1 . : I I � : I 11 I I I : I / I "I : I I : I I 11 I I "I 0 1 1 1 1 " I I I ; I ; .1 I I I I , 1--4l,----,;l-- ,-"-"""-",L--",-�-.,��,,,i " �--.,, ------ - ---------- - - -- 4-----� ------ /----,----Z I " : I I I I ..... ��,'�""."'.'."'.".-".,,111,— . —.1-11111.1" � I � I —1-111-1-11-- ..... ----, . ..... [--",—,----,—,----"-----,----"—,—"—,--� / / &— — — ----- -- sMs* "I I --------i---i I / / I i SCALE.- -60*. . . . — . — . — . — . — . — . — . — . . . . . . . — — . � - . *"I-- - - - - - - -- - - — - - -- - - - — 77 1 - , .71 / 5 - 1111.., - - - 1,4_11=1117-1 11 1=11 11=1, 1XI, 1;7=---,=,.l 11=1 'Irl_ 1=11 .1=1. 11:111, .,= 1-1�711 ll�!--, 1=711 -.1711. 1=11 -1;7-rl=-l= ,Z"- .1 11=17 ZI-11 1;1"--Z-lll=--l=-1 -1:1---117111-1. - ,=- z---=,-,- - -, or"® — sssssss� ssssssss � — — ssssssss " - — — -- -4 ,- -- 1- -- - -1 - -- - --". "-- -. - - - -- - sssftsss� I I , �- - - -- -- I'll- -11 - -1-1 -1 5 il , - 11.11. -111, 11-11 I- -, � !�!--,- - , - 1.111, -- -1 -- ,-,--- I- - - 1, , , , -"- -- -. - - - I.- 1-111. -1 »111. - -- =7� =7� =1- 0"'s"s"* '"'""""` ss"""" - - ,.11..111,.,1.-1,..1»1,1111.. ==- ="=� ="=� -- - -1. - - - - - - - , -,* 1 $w 11 _,-- , 111, - --, - -5 -) .... * - , I I � ,-1'->->,>,>'-) ;11 I I I A -�-- -'-'' I � I i ,,-Rw-x�x, ,I . , I I PLAY FAIR DRIVE ------ M I -�� I 11 11 11P.- I I 11 — - I , -4-- .. I I ,.— ONFORMED SET - jr 1, I / �... 1, 1; 11 I l ---l----- ',--.- -1 , t -,I,/, 1--.... �11 I �11!0 'l/ , 'U,41 / / 1p I 11, i 11 L'AMIN /J'T0 AI i fill tI i � fPA- �FAI�i10111150,0 il11, I 1 1 Ap ; 11 � I i � —-- 11 I -- N x A 8 7.1-207 LA00)VERALL ImumWOWER PLAN -- I File Name--8AsE-KEN711-ELECTR1CAL-drawn: DP— V1LLA`0"`E-"PHA40= " SHEET NO. PUBL/C.; WORKS DEPA10-of"hTMENT Job No.: P2K219 gin eer BM 5E--1 OF 126 Date: 3115112 Checked By. '? ' ,&� ,9001 ASHE ROAD 4-eulrd-Ap - --- — - — I I --j----- I 0 1 2 Nj I I 11 { 11 - , , . I : I : I I I J'� I'll �l 1,; I � s �, � " I � - ;l -. 1. ; � ; �, , ;l .* . : I : .1 1 $ ` , ......-,»m --,-,,.4 . * I 11 I 11 ,� -� � ----.---- ............ 1�1 � ;� i I : I I : I I I '�' x " � � i � " 1 $ I , ,,, ,� -. �l i , : 11 I . I � , � , , � - - I I I I ; � , . . , I : -, , - 11 i h . . I * I -', " '; � � � I - I I , I � '. -* ,� I � � : - I : ;l � , , , I , I , $1. � � � , ,,, : : . - I I 11 I I , ;� . ; , . : . �� I , I I : , I I I � ; � .- I I 11 I ,I � , " 11 I I I �, �, ,»»..,:..,»,-.------- .. . .... � 111 : I : "I'll"-,-,—"�l--",--,--""� ..... -: ,- 3' . �0 ,I ,I I I -�--- ------- . - . I " i I I , '. , %, � I ,� ", '. I , 11 " . rl , 1. I I ,I I ,I I I I - � �, ; ,I 11 ,� ** .;, / �� - � : 11 � / '%....%,..,,-,— I I � I � : .1 , , I .. / , , , I 'I , I ,I I - I , .. . ,-/ I I , I I . . ; I I I I I I I � I . � I . I ',� ....... ; I I '*----.,-.."-" . —1�1 $ . "I I � .1 : I � , I -, " , I I 'I I I I : , ; 11 I - I I , -, I I * � � ,� � I 11 ,I . , I I 11 , I . / : : � �Zl. I ,I 1 $1 "I -* 11 : I I I � I I : ; �l - �l 11 I I �f ,� I 1 $" ,I ; I I � * I I : I � , . $1 . . I . I I - I . . I I 11 ;l I I I I I I , I I - I I " '! I . I - .. I . , �11 , ,I ,.".."I'll." , . I . .�,"—_." I , I I � , � . I .., � 11 � , . .., : . w , I "I I . I /I / '11-1 ,I , I .11 11 I 11 � � .. �� " � /�l % 1 4 I I . I ,; � I � : "I I I I I � "I / ". I ,I I . ; I � . I 1. -! I `11 5, "Ill I I � ` IRUD P2 ', I I I REL D ' . : I � � , -- ........ .. L-- I . I It . -,'-ll—,--,-, — , � ,; , , 1-1 ; ............ —7-1-1-1-11-11-1 . . I I I I .... ---- , -- � . , , � I : * � ; ; , I , � � I I . i I * %, � � i �l �l I , , , , I .. ; I I , , % ? 1 I I , I I 1 $ I '* . I I I , � - , 11 I � � � ; " I "I �l I I I I I 1. � ; I ,I . ill , , I I 1-1 ,I 11 , ,,I--.%"----,,// �' - � ..".."..", 1// I I , I --, . . I I I I I "I �II . I � .1 , : I I ,� I ,I � I � �'l I � - ",I : I 11 � . I 11 ; I �l ., . ; � , I .1 I � I .1 I � I � . �. I I I I I , I � � -1 � I I £ W11z''ll''i", & ffll-zai.w� lailw� i lop 41W-106910", 7-1,110/aw., A LHGHND.- @= NEW RELD RECEPTACLE M NEW JUNC77ON OR PULLBOX @ NEW ILLUMINA 7ED BOLLARD rol NEW PA THWA Y LIGHT le� SP07LIGHT 0—c-@----0 NEW PARKING LOT AREA LIGHT 0--@* NEW SMET LIGHT FU77JRE SMEET LIGHT , l------------1 SINGLE—BAW RELD LIGHT / / / / / <2QQQQP NEW SINGLE—BAW FIELD LIGHT MURE <Z2�� NEW DOUSLE—BAW RELD LIGHT 000000 FURARE ® nonwmft% # --- McKEE ROAD li II S\ 1 I /a I I i 114, 1 1 1 p - 2- 1 1 a I I I I I 111-1 I I i ----A � I I I . I$ ." . I , ; , . : $ *ftmwn� mmmmm �. smummmum mxmmm monsoon, , I I 4, 5 I -,, � : . ,�l . ....... , ; I I � , , I - . . I 11 11 , ,I - " I I I ` , o ), I /1. ,., � I 11 , ; I .1 I I I I . I I I I . I 1; I 111I ; / '%--, � : � I I" I I II7 1 , �' . � I / . � � I', ; � , � I I . - , , I I � : '; . , : � .. . " � , i %, � -/. ""ll , I , . 11, , I , , / \ . . f -.1." I I 0 , , " � . . I , I I � I , ; , , � I I * I ! � I i � —, I I I 0 , , - I I, � I � , , 11 . A . � � -, , i , 11 ' ' t -I � w ,--------,---- 1111111 � , --",—"—"--""—,-----"i"�."—",",--""—�', 11 -1 � .... I I .. 11 , , � �l -- . I I I � ; ,� - , . I �l . ' PHAS � ; I 'I; '� � f, , I I : ii 1 i � : I �11 � I'll , I I 11 I EN GED PLAN I I 4 .... 1, I I I � ,,, •� � �l - I 11 . ill -� "I ;l .1 � I I ; 1. � I . � I" I I � I ,I "I' I ,I , I I I : * : I 1.1 It ;l . , " ,I - � : ; I 1. � � � i I 1. I �, � I I ;l , i I I I I � ,; ,� , � , . : -1111-11--l'-"",",Ill""I",,-- � I I I I I I � I � � -1 ,I : I I I I I 11 $/ 1 1 1 1 1 1 1 1 1 1 . : I I � : I 11 I I I : I / I "I : I I : I I 11 I I "I 0 1 1 1 1 " I I I ; I ; .1 I I I I , 1--4l,----,;l-- ,-"-"""-",L--",-�-.,��,,,i " �--.,, ------ - ---------- - - -- 4-----� ------ /----,----Z I " : I I I I ..... ��,'�""."'.'."'.".-".,,111,— . —.1-11111.1" � I � I —1-111-1-11-- ..... ----, . ..... [--",—,----,—,----"-----,----"—,—"—,--� / / &— — — ----- -- sMs* "I I --------i---i I / / I i SCALE.- -60*. . . . — . — . — . — . — . — . — . — . . . . . . . — — . � - . *"I-- - - - - - - -- - - — - - -- - - - — 77 1 - , .71 / 5 - 1111.., - - - 1,4_11=1117-1 11 1=11 11=1, 1XI, 1;7=---,=,.l 11=1 'Irl_ 1=11 .1=1. 11:111, .,= 1-1�711 ll�!--, 1=711 -.1711. 1=11 -1;7-rl=-l= ,Z"- .1 11=17 ZI-11 1;1"--Z-lll=--l=-1 -1:1---117111-1. - ,=- z---=,-,- - -, or"® — sssssss� ssssssss � — — ssssssss " - — — -- -4 ,- -- 1- -- - -1 - -- - --". "-- -. - - - -- - sssftsss� I I , �- - - -- -- I'll- -11 - -1-1 -1 5 il , - 11.11. -111, 11-11 I- -, � !�!--,- - , - 1.111, -- -1 -- ,-,--- I- - - 1, , , , -"- -- -. - - - I.- 1-111. -1 »111. - -- =7� =7� =1- 0"'s"s"* '"'""""` ss"""" - - ,.11..111,.,1.-1,..1»1,1111.. ==- ="=� ="=� -- - -1. - - - - - - - , -,* 1 $w 11 _,-- , 111, - --, - -5 -) .... * - , I I � ,-1'->->,>,>'-) ;11 I I I A -�-- -'-'' I � I i ,,-Rw-x�x, ,I . , I I PLAY FAIR DRIVE ------ M I -�� I 11 11 11P.- I I 11 — - I , -4-- .. I I ,.— ONFORMED SET - jr 1, I / �... 1, 1; 11 I l ---l----- ',--.- -1 , t -,I,/, 1--.... �11 I �11!0 'l/ , 'U,41 / / 1p I 11, i 11 L'AMIN /J'T0 AI i fill tI i � fPA- �FAI�i10111150,0 il11, I 1 1 Ap ; 11 � I i � —-- 11 I -- N x A 8 7.1-207 LA00)VERALL ImumWOWER PLAN -- I File Name--8AsE-KEN711-ELECTR1CAL-drawn: DP— V1LLA`0"`E-"PHA40= " SHEET NO. PUBL/C.; WORKS DEPA10-of"hTMENT Job No.: P2K219 gin eer BM 5E--1 OF 126 Date: 3115112 Checked By. '? ' ,&� ,9001 ASHE ROAD 4-eulrd-Ap - --- — - — I I --j----- I 0 1 2 Nj W11z''ll''i", & ffll-zai.w� lailw� i lop 41W-106910", 7-1,110/aw., A LHGHND.- @= NEW RELD RECEPTACLE M NEW JUNC77ON OR PULLBOX @ NEW ILLUMINA 7ED BOLLARD rol NEW PA THWA Y LIGHT le� SP07LIGHT 0—c-@----0 NEW PARKING LOT AREA LIGHT 0--@* NEW SMET LIGHT FU77JRE SMEET LIGHT , l------------1 SINGLE—BAW RELD LIGHT / / / / / <2QQQQP NEW SINGLE—BAW FIELD LIGHT MURE <Z2�� NEW DOUSLE—BAW RELD LIGHT 000000 FURARE ® nonwmft% # --- McKEE ROAD li II S\ 1 I /a I I i 114, 1 1 1 p - 2- 1 1 a I I I I I 111-1 I I i ----A � I I I . I$ ." . I , ; , . : $ *ftmwn� mmmmm �. smummmum mxmmm monsoon, , I I 4, 5 I -,, � : . ,�l . ....... , ; I I � , , I - . . I 11 11 , ,I - " I I I ` , o ), I /1. ,., � I 11 , ; I .1 I I I I . I I I I . I 1; I 111I ; / '%--, � : � I I" I I II7 1 , �' . � I / . � � I', ; � , � I I . - , , I I � : '; . , : � .. . " � , i %, � -/. ""ll , I , . 11, , I , , / \ . . f -.1." I I 0 , , " � . . I , I I � I , ; , , � I I * I ! � I i � —, I I I 0 , , - I I, � I � , , 11 . A . � � -, , i , 11 ' ' t -I � w ,--------,---- 1111111 � , --",—"—"--""—,-----"i"�."—",",--""—�', 11 -1 � .... I I .. 11 , , � �l -- . I I I � ; ,� - , . I �l . ' PHAS � ; I 'I; '� � f, , I I : ii 1 i � : I �11 � I'll , I I 11 I EN GED PLAN I I 4 .... 1, I I I � ,,, •� � �l - I 11 . ill -� "I ;l .1 � I I ; 1. � I . � I" I I � I ,I "I' I ,I , I I I : * : I 1.1 It ;l . , " ,I - � : ; I 1. � � � i I 1. I �, � I I ;l , i I I I I � ,; ,� , � , . : -1111-11--l'-"",",Ill""I",,-- � I I I I I I � I � � -1 ,I : I I I I I 11 $/ 1 1 1 1 1 1 1 1 1 1 . : I I � : I 11 I I I : I / I "I : I I : I I 11 I I "I 0 1 1 1 1 " I I I ; I ; .1 I I I I , 1--4l,----,;l-- ,-"-"""-",L--",-�-.,��,,,i " �--.,, ------ - ---------- - - -- 4-----� ------ /----,----Z I " : I I I I ..... ��,'�""."'.'."'.".-".,,111,— . —.1-11111.1" � I � I —1-111-1-11-- ..... ----, . ..... [--",—,----,—,----"-----,----"—,—"—,--� / / &— — — ----- -- sMs* "I I --------i---i I / / I i SCALE.- -60*. . . . — . — . — . — . — . — . — . — . . . . . . . — — . � - . *"I-- - - - - - - -- - - — - - -- - - - — 77 1 - , .71 / 5 - 1111.., - - - 1,4_11=1117-1 11 1=11 11=1, 1XI, 1;7=---,=,.l 11=1 'Irl_ 1=11 .1=1. 11:111, .,= 1-1�711 ll�!--, 1=711 -.1711. 1=11 -1;7-rl=-l= ,Z"- .1 11=17 ZI-11 1;1"--Z-lll=--l=-1 -1:1---117111-1. - ,=- z---=,-,- - -, or"® — sssssss� ssssssss � — — ssssssss " - — — -- -4 ,- -- 1- -- - -1 - -- - --". "-- -. - - - -- - sssftsss� I I , �- - - -- -- I'll- -11 - -1-1 -1 5 il , - 11.11. -111, 11-11 I- -, � !�!--,- - , - 1.111, -- -1 -- ,-,--- I- - - 1, , , , -"- -- -. - - - I.- 1-111. -1 »111. - -- =7� =7� =1- 0"'s"s"* '"'""""` ss"""" - - ,.11..111,.,1.-1,..1»1,1111.. ==- ="=� ="=� -- - -1. - - - - - - - , -,* 1 $w 11 _,-- , 111, - --, - -5 -) .... * - , I I � ,-1'->->,>,>'-) ;11 I I I A -�-- -'-'' I � I i ,,-Rw-x�x, ,I . , I I PLAY FAIR DRIVE ------ M I -�� I 11 11 11P.- I I 11 — - I , -4-- .. I I ,.— ONFORMED SET - jr 1, I / �... 1, 1; 11 I l ---l----- ',--.- -1 , t -,I,/, 1--.... �11 I �11!0 'l/ , 'U,41 / / 1p I 11, i 11 L'AMIN /J'T0 AI i fill tI i � fPA- �FAI�i10111150,0 il11, I 1 1 Ap ; 11 � I i � —-- 11 I -- N x A 8 7.1-207 LA00)VERALL ImumWOWER PLAN -- I File Name--8AsE-KEN711-ELECTR1CAL-drawn: DP— V1LLA`0"`E-"PHA40= " SHEET NO. PUBL/C.; WORKS DEPA10-of"hTMENT Job No.: P2K219 gin eer BM 5E--1 OF 126 Date: 3115112 Checked By. '? ' ,&� ,9001 ASHE ROAD 4-eulrd-Ap - --- — - — I I --j----- I 0 1 2 Nj ® nonwmft% # --- McKEE ROAD li II S\ 1 I /a I I i 114, 1 1 1 p - 2- 1 1 a I I I I I 111-1 I I i ----A � I I I . I$ ." . I , ; , . : $ *ftmwn� mmmmm �. smummmum mxmmm monsoon, , I I 4, 5 I -,, � : . ,�l . ....... , ; I I � , , I - . . I 11 11 , ,I - " I I I ` , o ), I /1. ,., � I 11 , ; I .1 I I I I . I I I I . I 1; I 111I ; / '%--, � : � I I" I I II7 1 , �' . � I / . � � I', ; � , � I I . - , , I I � : '; . , : � .. . " � , i %, � -/. ""ll , I , . 11, , I , , / \ . . f -.1." I I 0 , , " � . . I , I I � I , ; , , � I I * I ! � I i � —, I I I 0 , , - I I, � I � , , 11 . A . � � -, , i , 11 ' ' t -I � w ,--------,---- 1111111 � , --",—"—"--""—,-----"i"�."—",",--""—�', 11 -1 � .... I I .. 11 , , � �l -- . I I I � ; ,� - , . I �l . ' PHAS � ; I 'I; '� � f, , I I : ii 1 i � : I �11 � I'll , I I 11 I EN GED PLAN I I 4 .... 1, I I I � ,,, •� � �l - I 11 . ill -� "I ;l .1 � I I ; 1. � I . � I" I I � I ,I "I' I ,I , I I I : * : I 1.1 It ;l . , " ,I - � : ; I 1. � � � i I 1. I �, � I I ;l , i I I I I � ,; ,� , � , . : -1111-11--l'-"",",Ill""I",,-- � I I I I I I � I � � -1 ,I : I I I I I 11 $/ 1 1 1 1 1 1 1 1 1 1 . : I I � : I 11 I I I : I / I "I : I I : I I 11 I I "I 0 1 1 1 1 " I I I ; I ; .1 I I I I , 1--4l,----,;l-- ,-"-"""-",L--",-�-.,��,,,i " �--.,, ------ - ---------- - - -- 4-----� ------ /----,----Z I " : I I I I ..... ��,'�""."'.'."'.".-".,,111,— . —.1-11111.1" � I � I —1-111-1-11-- ..... ----, . ..... [--",—,----,—,----"-----,----"—,—"—,--� / / &— — — ----- -- sMs* "I I --------i---i I / / I i SCALE.- -60*. . . . — . — . — . — . — . — . — . — . . . . . . . — — . � - . *"I-- - - - - - - -- - - — - - -- - - - — 77 1 - , .71 / 5 - 1111.., - - - 1,4_11=1117-1 11 1=11 11=1, 1XI, 1;7=---,=,.l 11=1 'Irl_ 1=11 .1=1. 11:111, .,= 1-1�711 ll�!--, 1=711 -.1711. 1=11 -1;7-rl=-l= ,Z"- .1 11=17 ZI-11 1;1"--Z-lll=--l=-1 -1:1---117111-1. - ,=- z---=,-,- - -, or"® — sssssss� ssssssss � — — ssssssss " - — — -- -4 ,- -- 1- -- - -1 - -- - --". "-- -. - - - -- - sssftsss� I I , �- - - -- -- I'll- -11 - -1-1 -1 5 il , - 11.11. -111, 11-11 I- -, � !�!--,- - , - 1.111, -- -1 -- ,-,--- I- - - 1, , , , -"- -- -. - - - I.- 1-111. -1 »111. - -- =7� =7� =1- 0"'s"s"* '"'""""` ss"""" - - ,.11..111,.,1.-1,..1»1,1111.. ==- ="=� ="=� -- - -1. - - - - - - - , -,* 1 $w 11 _,-- , 111, - --, - -5 -) .... * - , I I � ,-1'->->,>,>'-) ;11 I I I A -�-- -'-'' I � I i ,,-Rw-x�x, ,I . , I I PLAY FAIR DRIVE ------ M I -�� I 11 11 11P.- I I 11 — - I , -4-- .. I I ,.— ONFORMED SET - jr 1, I / �... 1, 1; 11 I l ---l----- ',--.- -1 , t -,I,/, 1--.... �11 I �11!0 'l/ , 'U,41 / / 1p I 11, i 11 L'AMIN /J'T0 AI i fill tI i � fPA- �FAI�i10111150,0 il11, I 1 1 Ap ; 11 � I i � —-- 11 I -- N x A 8 7.1-207 LA00)VERALL ImumWOWER PLAN -- I File Name--8AsE-KEN711-ELECTR1CAL-drawn: DP— V1LLA`0"`E-"PHA40= " SHEET NO. PUBL/C.; WORKS DEPA10-of"hTMENT Job No.: P2K219 gin eer BM 5E--1 OF 126 Date: 3115112 Checked By. '? ' ,&� ,9001 ASHE ROAD 4-eulrd-Ap - --- — - — I I --j----- I 0 1 2 Nj 1p I 11, i 11 L'AMIN /J'T0 AI i fill tI i � fPA- �FAI�i10111150,0 il11, I 1 1 Ap ; 11 � I i � —-- 11 I -- N x A 8 7.1-207 LA00)VERALL ImumWOWER PLAN -- I File Name--8AsE-KEN711-ELECTR1CAL-drawn: DP— V1LLA`0"`E-"PHA40= " SHEET NO. PUBL/C.; WORKS DEPA10-of"hTMENT Job No.: P2K219 gin eer BM 5E--1 OF 126 Date: 3115112 Checked By. '? ' ,&� ,9001 ASHE ROAD 4-eulrd-Ap - --- — - — I I --j----- I 0 1 2 Nj n z � . 151 f i 1 t/- „ Yom• II 52, z cilf w � , W z I , t Exp, 6-3a-1 3 Cl TY OF BA KERSFI EL D 1501 TRUXTUN A VENUE C��i� 47 W T 0 DESCRIPTION f �+ ADDED N07ES AND REC77ONJ ........ ,.,.........,.....,..,,...........,,,r...ww...,..,,r.....,....,.,.,...,,,N.,w.w,,.,,,....,,..,,......r,mw,,......,.,,..,,.,J.,,,.,,..,,J,,.w,........... > t .Jr ' N N 111 i f f i .W_1 W ( ' Li W f t' U N 's W I N ' N % f � I I i r f r J I . 0^ !l f II I ' 1 „J. W f � ffN z cilf w � , W z I , t 49 Exp, 6-3a-1 3 Cl TY OF BA KERSFI EL D 1501 TRUXTUN A VENUE C��i� 47 W � + 0 DESCRIPTION o �+ ADDED N07ES AND REC77ONJ ........ ,.,.........,.....,..,,...........,,,r...ww...,..,,r.....,....,.,.,...,,,N.,w.w,,.,,,....,,..,,......r,mw,,......,.,,..,,.,J.,,,.,,..,,J,,.w,........... > f12 .Jr 11 49 Exp, 6-3a-1 3 Cl TY OF BA KERSFI EL D 1501 TRUXTUN A VENUE C��i� 47 REVISIONS No. DA TE DESCRIPTION ..............:................,,.,,..,w.....,,.,,u,,.,,.,...,,,.,...,,.,.,....w.,,,.,...w......,....r,....... �+ ADDED N07ES AND REC77ONJ ........ ,.,.........,.....,..,,...........,,,r...ww...,..,,r.....,....,.,.,...,,,N.,w.w,,.,,,....,,..,,......r,mw,,......,.,,..,,.,J.,,,.,,..,,J,,.w,........... > f12 .Jr 11 ...,r.r.JitrSti,tStt`+tt,tsistti±iiti+t;tii r ,.,,'<vYlS`rt.:s'ttttrttttrtftr:`t'ttsst}tt'r.Jr.,, r.,.„„:u.r,.•-.wJ„r:r.•'.,.r,rur,. •. ..».r,r.r.,.r...rJ�i�Jl J.I{If��ffIjjjjIjJf..i „rr,... .., , ru. r.r r•, : ... ,„,v•r...r.,,sti,t+,titrri+�'stir%ir,f°� :J:,,r.rr,r.,r.,r,,,,rr.r...,..,.„,..,,JJr...,.,rn,r, ..• ,-„,Jr.,rrJ,r..•r.r, rr,..•r...r,,:......,:.r. ...rrrr:.•.;:.,rrrv . r.... .,.u,:,.„,r,.:.•r:..r.,nrr..r.,r.rr:r...,..rrr..t..r,.J..:o„...,.,J.,r,r....r.r,r.r.,. ,... ,. ..r.,rr.r,.,,r.r.,r::,.,,r„,...rr.,.,„,...r,r,u,,,:.,:l.,rJ.ra . .,rrr.,rr„„r r..r.rr.,.•,.,r.rrJu.y ..,,J,Jl...rrrrrr.rJr.„rr.,.rrs„,.:,.r.,.ruJ:.rn.,J,.l,... .rrr,.r,,,r.r,.r.,,,.x,:,.rrrr,r.,,....r,,,,r,,rn..r,.,r..ru,:...•. .:r,,Jrrsr,.r.,i.......•....r.,rr,r.u,... ..... .rrr...,rr,ur..•.rr.,J,,r,...,,.r,rr,. . . ,r.,,,u:r,,:.,Jrr,,..r.,.,ru., .r.r.Jr., .,..., r. su.,.�:. nr,rur.:,,,rr•.r.r.,,:,,.rr.r.,,J,rxu,..,J.rrrrJ... ,r...„:,.u, .♦ ,.,.rr>,..,r:,rrr_.:.yr>. ,,.,ul.._r..,:r.r,rr.r.N,...•v.r...r,n...r,rr:,uJr.„.rr.,.r:.r,:rrr.rs,.J.„.-„..vrr.:Jr..r. .r.J,..r..,,„.r,v..,.. ,.,.:r,.,rr.,,.r.:... :nr...r,. rrv..r.nrro+....,.,n,„J...,.,„u,r„...,...,,r..,,,,,:nm.Jrs.:rr,,.n..,r.r..•.u,urJrr.vr•..,„r.r,.•r..r,r.r.uN....r.:rr:...r..r,,,•:u,,rrr,xi.r,r.,r..•:.r..n:.:w.•r,...,r,.. J.r••..,..ur,rNr.,r.,,Jrrr,n:r.r,..r„... .,,..ur. : .., .0 :, •.,. ,.r,,n ..rs..,rrru,....,rrJ,,.,,:...,r.r.r.uN,....,.».,„.,r,....r,,l..,r,.,.r.r..r,,u, ,:r.r...,,rr:r..r.>.r,r,,urvr,r,„_,rn,N,.•,.rrr.,,..,J.,.,J:r:rrN,u,.:J„rr,,rJ.,..,..rr,,.. r.r:r,,,rr. .r.r..rrn:...,.r:r,,„r,rJ.r,r,„.rn: ,,.rr,.rrJrr,..:.:rrrJr,,.,.r,:rrw,urr.r,Jrm,J.n, ,.:r.„J,unr.,..J,„u., ..,:rrr,J..r,„:,r,s,uN,.,,,r.rr., ..,r1urr,n.,,,Jr...„,,,r.,Jr,..rr,rJ,. .....r,.r. rrJr.,,...r..„J......rrr,.r/....rrr..Jrr •.r.r.rurJrn..n.,r.Ja,rn,r.,rr....,rr„, ..usrJ,.rJrr,.,r,runurr....:,,J.w»,i.,,r.,rr.Jr,.,....r.rr,,rr1,.r,r, ru,J, ,,,,.rr,.rurrrJ,JJr,,rr..r,,uJ....,r,,,.,r,.r:r.r,r,ruJ,.,,rl,.r,..Jr:..u.J,r..,.„J• ..sr.rrr. ..r,.:rrJ.„r..r„.r.r„rJs,.r.r.rrr..•, rr>n.r,r,.,,N....r.,J,J•....r,..r,.r,v,J,.rr.r:r.:,,,.„J...r,n.:J,:J.r,.r,.r,rr,,rr.rs ,J.,rrr.rrrn,,:,J...r,u.,,r,,,r,:.w, ..rrr,ru,r....,:r.rr:m,,r,...,.J.Jur, ..•,.,rr:.,,rr,r,.r<..ru:r.,:.,,.r,J,...s.r,,r.,,„.,,rrr,rrru,...r,,JrrNJ....,.Jr..i,u.rr,,,,rr:.,....r..lNv..••w.:,::r,,.„.:r,,r,,,r,r.rrrr.r,,,,rJ..r.,..,r:.rrJ...,,r,:r:,,.„J,.::.,,r:m,uI :sr„rur.r.rrrr.„:,,,Jr..:rr: ,,u.,,„....,.r,r,.r,..rrrr.r,:rr,..:..„„ ,r,,nrr,..r..,,r..JJr.r,.r,,J,r,:...r..:n,r.l.,..,,.rs.rrJrr,.:rr.r,.r.JJ.,..,,..rru,, .r,.,r, .r./.rJ.,,rrr,,r.r:rlrr,ru.r ,,.,.rr.,..r,.�r,.r,s,r,,r..r,r,.,,,:...rr..,,,:ur,:..,,...,rJ,r,.wr,.r,rrr,:Jxr.sur,r,r.r,.J rr,.,r,,u,.v>.r,,,J.wx..,.rr,,,,„sJ:..,r. r,,.u.:.♦.�1/i1; , ,�l„tr.itiiit,>�tttirs`stS,ti�ssi•,tJ',r , 006 rJ..„..rJ.J. .i „.. ., rr,J.,J,,,Jr,r.r.,J.,N.,rJ.,,,,�.. ,Jw„. J�,.r•, "r.,.:J7„++,.„.. rr �.,,, . .. ,•„ , ,w r .r.u,,,r,,:.r. „u:,L r,,,;,,,,,,,,,,,,,,,,,J,J,n,,,,,,,,,............ .... ..........,.......... — ,.rrru.rrl...0..rr:,,,...:u.l.,rr.:r, r,r,...r.,.,sJ,r... :... r,..,r„, r,r.,,...r.,lru.. ...r.rr,.:.r,r:,r,•,.r.rJ.:r.xJ,,..rr.r,„.,.J,,.rrlr.J.,J.,.,.,.,rr,. r•„ r..,..r.,,:,,,.,rr,,rr,Ju.r.,,»......rr,r,.rJ..,..,rw,...,n.rr.ru„,,,,rr..,,,:r,ur,....rr,. rr.. ,J.,r,,. .sJ,.. ,r,. .,rrr. n .,,,r,r,:r:rvr...,rrr, .r" .,:,.. J.uur:.r.rr.rr.,rr.rrr.„rr.,.:r..,rr.r,..rr,,„rr:..rr...�,r,rur.rJ.rrr,m..,rr.r,.,„..:uJr.,.rrJ..• .J:r,rJrr ,.„,rJ..,,r.„,.,,rJ. ..,.r:l,.rr, nJ..r..,u.r.s :.>.,...rr,.....rr,.,r •.r,...r,r,.:r,rJ. ...,,r...,rJ...,:„.:..rsnrr..:r,...sJ..r,rr.u...: ,.r. 1..,.rJ... J......,.,uJ.ri..Nr,.r::N„is,.rJ.:,vr.....J„rn.,uJ...r'r,,.1„,.r„..r„,r,r..rr....:v...,.rr.„r:,:....:nrr,..:i.,..:,r,rr rs,..rJr:. :r.,r.`..r,...:.r,r:,..r,• ..,r..:r.,.n,. ,.. .ru,r...sJ •r..r:.,,r,,,„ 7,,r,rrrrr.n„.rr.r:. ,,ur.:.:r,r,r...r,.J.,rr,rs.r...:.Jnr,.r., ,:., r. r..,.,.,rr..,s.r.. . .,...:r.„..r..,•.,...,r:r.• rrs,.,.:,/ I. ....,. ..... .,.,,, .. ,..,.,rir....,rr,,.....,i..,..rr. .rrr:,,s:nr ,..r,r,.r. ...rrur..;.r.rJJ.,,r.r.,..„♦:.,..J,u.,r.:..,J.r,..r:r.,n.r, ....:r.,J...r.ru.J...,.,♦..J. ..:.rr,.,,.,.r,,rr,:,J,...,.:rr.,.,,,r..rr.Nr,.rr,•..sr:...w,u, ....,,,:..,....r,:uvr...,:r,,,J ......rnr.:r•„..,:.rr,r:r rr,r:rJr.:,r..r.rJr,.r,r,:rr.,r.J...r,.r,.:.:,,...,:r,JJJ....rrrrrJ,.,J...,.rJrrr.,u,.1,.r,. ,r .,�r.r.,:r,.:.urJ.,..:..r.Jr,., J.rr„rr.rr,rr,,.r,.,..ur,ry,...r,r.r.:,.r...r,,.r.r..0,,. ., ....r.r...rrru„,. ..rr.„r,,rrr. ............ .. .... ............. ..�. .... ..... ....... ..........................♦.....♦J..rnrr,nu,.,rr..rrrJ— ..,...r.l,,w,..r.,.,r:ur:... .r.,,.....,,...rs^J..r....r.r....,.r..J..r.:.,.J.i,, ♦v.r..r,. .r..,...:..,rr.rJr::.,v....rrrrrJrr•.....r.rr,JJr....r...„r,,r..r,.,r,rr.,Jv.r::r,,rJrJJ..nr:,.,r„s n,N.rrr..r.s.. v'J...r..rr ♦., ...r..„.- + ..u.l .:„u,N„.r...:,.r,. , v...r.,:r,l.. . ..rr.rr.rJ, ,..,.:r,.r ,i,su .rN,rrrr„.r.,...JJna n ..N ,,,,rrJ,.r.,,.N,.rr,r,,.,...,rr,.Ju.,....a.,,.rr,,JJ,.. r,.,rr„,r,r..N,vrr.rnr,,r♦r.rlrr,nr,,.J...rr„::<.si..:w..„. .,JJ,..r,.,,rJJr:,....••.v,....l,:.l„.♦..r.......rJ.:, .,r,....rr::,..,.,..r..J„vr:.r,:,J..r!r,J.,r„,..,.r..r.rxr:. ,r. „,rJJ. ,.r.,r.r..,,srnrr1„.,.,• ..,r,r. u ,r,.rJ.J,.rJJ...rn.„r.srr.:..J,,,nJ,•r...J,J,J:, y..,rr,r,.,r.,,,J:n».w,r..r..:,. I,r,....,r. r,.srJ.r,.„,,»J,r,.r,.r,,♦s,..,..,r,,..un .,.,rnr Jr.,r.,.,..,.,„J..ur...rrJr,urrJ�...,rJrrsrr.".,,r,J.J..„r...,.JrJruNn. .r..,,. r rr.r..,.,r.. .,..r. ...,:..r..,ru.Jr,J,..: ..rr,.„,,. w♦.,Nr.,.,r,..J..,rr..r,.r lo .:Jr..,:..r,..:rn.J...,rr.,„,♦.srNv..r.r. r. u,.,rr»..,r,.. .Jr,,r,rr.,..... Jr .:.rwr..ur,. .,r....,....,J,.:.♦,u,.....,..,,.,.,r ,...urry..A. ,... ......,.. J.................. __ ....... L .r r rr.rr.�.Jrr 777 rJ.....................♦................................... .......................................................... .. N. ....... ................... .................................. .......................................................................................................,.........................................................................I..r.... .... ,.......... ......................”. .... ................ . ...........................r.,,l..rt l, .:,J,r,. FOOTBALL FIELDS #14 FIELD FIELD fl ..,rr.. ,.r ............ r:.... , ......1 ..................J.:....rrrr,rr,.................Jr,..,JJrJ.r,,,r„,,,,uuu,:.vurr „uu,„s,rr,rr,+'ttri,`i�``%ttIttJ%+ststr��ri'itsit.. e PM rhAr,Yr®,',N1� t• +,y, •N•,w...�Ysiit�is3ft'fftr+tiittrYrtti3tstttftt,tss,st'tSff;sif �, r,wJJ,frt,f , ,.rw...r... � t Polo f { AFMA , ' ram. 5: f� 46 PW/2 AX25 WIL 1� ,dd a r Y'Jf J`'JJ'LJJ`'JJ /`' i 1 r / uiuuuuuuw,iw„i f h f } l f f r O ,eof ESS l o y E. co 04 REGISTERED Cl VI L EloNEER � C 46515 Exp, 6-3a-1 3 Cl TY OF BA KERSFI EL D 1501 TRUXTUN A VENUE C��i� BAKERSFIELD, CA 93301 QF CA�� REVISIONS No. DA TE DESCRIPTION �+ ADDED N07ES AND REC77ONJ f12 j ADDENDUMO. 2 ISSUED 11 ........... .:. L L Alk f S MA 1 LEt t ,r,....r...J.....,.r r............ J..�... r.JJ.....,..�„w,,........ .......r ....,,. t t L PLAN .,,,,,,r,,,,,,,,,,,,,,,,, 7.1-207 SHEET N0. SE -2 OF 126 0 T 2 3 m m N ry McKEE ROAD m r') bi..................... .. Al ................. ........... ...... . ........... . . . ....... . . . . . .... ........................................ . . ... . ... . . . . .............................................. .. . .. . ....... ------ — - ------- . . . ................................ . . ... ------- . ...... . . ..... ....... .... . ........... . ........... . ...... . .. . .......... ....... ........... . . . ....... .............. . ...... ...... . . . ......... . .. . ...... .. ...... — - ---- ---- ---- ---- ---- ---- ---- ---- FS . .............. . . . ........... . . . . ...... Jw,w- — - - - - ----------- ------------- - - - - - - -------- - ..... . ... - - ---- - ----- . ...... . .... . ... . ... . ............ n XA Lo 0 0 0 0) C� T- o 0 LLJ ;7 U) m L (D 0 C - n V) 71 o ry w Li z 0 z M P10 Iftas Apil W•] F0 P*74 PW5FS PP*77 —P*78 $47 . ............. ...... . .......... ........... ............. ............. .. . . ...... ...... ...... ............................... ..... .... ........ ... ............... ............. ...... ... ..... . .... ....... . ............. .. .......... 241r PW P111{ 1 {{0 P017 P01, { { { so P11 Poi < MIX moo fw� {{ { { l { ♦ ' r r ' { {{ ' ' { u -117 REL UP REL D {{ 'i { CER� NE W S 0, (07 F. ZEL D S r {{ { f r , { { i { S4I { { r,wwwJ.J.w...:.wJJ:�.:.m,w:..wr.JJ:rJJwr:w..J:w::.,:w.:wJ:....JJw.:kw.w....w:..r.w.w::J...J.::..wJ.J�J..J..J..mrJ.:J..JJwww:w.:w:.,w..wA22 - - ------- - - - - - — - ---------- - ------ { {A21 M109 1 P009 { '` {j { P1110 P007 { { , ! r i i ' ! a pmJ PM2 P017 '1*,-------- ,,-----J ........— -. ----- - ----- ..... .......... .............. I ......................... ------------- --- - - ----- A48 $37' L prm F -ELECTRICAL PLAN mw A T N 0 RT"" WES T (0 0;` 10 R Nj fEwIPT' Ow NP PHA 00% C' 2 00% Is -1w rjx1T.W4,,rai.wn:— DP Job No.: P2K219 mEnaineer. BM PUBLIC WORKS DEPARTMENT Checked By. oo ps 41 0 ,olli UT X07E.- IWOWDE DISCMECT's 4SWTCH AS BASE OF WO -MEN Vail) M2 ST st, E .,..J.JJ....JwJJ,wJ,....,.wJ..,J.,.•. ,., " ......... ............. w, ,w J....,.wJ ... ,...w..,...w .w..w...w ,. ,.. S '41♦ TRE, 7 Z GH T --A7q7kAn 4 Wo P*19 Iis lk IVIIJ1.11" "1 11 P008 40-'47 in, K 010 5 PN20 PW21 O ,o,cjfESS /o4q, .� •� �IL � �'�y Jam, REGISTERED CIVIL ( INEER C 46515 Exp. 6-30-13 CITY OF BAKERSFIELD CIVI 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 OF" C REVISIONS N®. DA 7F DESCRIPTION ADDED NOTES AND CORRECTIONS 1 T 3/3V 12 ISSUED AS ADDENDUM NO. 2 A 3 4 MX441awls Al 0 PLAY FAIR DRIVE__ X P*22 LIE: 10-30$ STATE FARM SPORTS VILLAGE - PHASE 9001 ASHE ROAD 7.1-207 SHEET NO. SE -3 OF 126 L0 0 O N Ir - 0 0 n c - N T_ O C) ry C) LLJ I LLJ Lli V I LLJ m 0) Q) c - n 01 0 0 a V) LLJ O O CD z ry Ld Lti z LLJ 157 J File Name: BASE—KEN711—ELECTRICAL-2012 Drawn: BM Job No.: P2K219 Engineer BM Date: 3115112 lChecked By. A�,Lf ESS I ONS` E - I i I REGIS TERED Cl V1 GI EER C 46515 Exp.6-30-13 Cl TY OF BAKERSFIELD sX cm 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 OFF CAL\FOS RHVISIONS No. DA TE DESCRIPTION NOTES AND CORRECTIONS 3/30/12 ISSUED WITH ADDENDUM NO. 2 2 A McKEE ROAD AREA OF WORK (9M TEN LW PHASE 1 HIS I ... . ...... . . PLAY FAIR DRIVE P007 p" POW P1107 P1108 KEY MAP, P012 p1log POIJ P1110 A P015 mill /V7 M112 CONFORMED SET -9 �SE r:fjfAN STATE FARM SPORTS VILLAGE - PHASE.9 9001,45RHE-RCIAL"l- I 7.1-207 0 1 SHEET NO. SE— 4 OF 126 o,of ESS E. . rrr��#IfrjIfI �{I{i.{I{{{I{I{�IIIIIII(I{{I{l{ rr rr .{��r�� .-.*,� ,-,`-��.� P11121 q12 ......... . . .... 0 I P00,9 rri INEER uJ VIL P1110 REGIS*tERED Cl w C 46515 Z' I I I . . .... POO Exp. 6-30-13 000� P012 P017 CITY OF BAKERSFIELD cm -------------- - 1501 TRUXTUN A VENUE 04 C BAKERSFIELD CA 93301 C .................. ........ ................... ...... -------- SJ7: N LLJ REVISIONS . .. . .... No. DA TE DESCRIPTION L prm. .. .. .. .. .. .. A P6 P*22 ADDED NOTES AND CORRECTIONS < 3/30/12 ISSUED AS ADDENDUM NO. 2 ............... ..... ... . . ............ . ......... ...... . . . ..... . . . ... ... . ... ... ............. ... P1108, m P1109 2 P1110 PW7 Ld .... . .. . ....... ..... . . ............... M5 0 P017 n 1.5 ................. ................ - — ----------------- /�o sm Plitt P1112 < P009 LO ........ p0lJ 0 P*2J . ............ . ,'Now 0 P4 0 Aft 'OftccEw �FIELDs Ju - 'F IEL "1/012 0 RELU 7 ii A C_� 0 _j < 0 P*24 ry Li Ld - — --------------- — - — - ---- - - - --- - ------- PW6 Ld A 15 SJ2 G 3 Sit LIJ ....... ....:r V) P1107 A16 < m P019 Plill Pit P1112 I pm McKEE ROAD I pw; p" I _j 07 . ..... POIJ --- - ------ ....... Pold p E017, ............................. ........ ............. - — - — - — - — - — - — - — - — L - - - - _-_-___-__ . ............ I'-- =//r ....... ..... — — - - — 7-7-7-7-7- ...... -,lJ, 99 0 P007 M112 P008 POW M107 P009 w P009 MT UGHT 3: Cn > P1106 POIJ AREA OF WOR111)$1 P012 S27 111 (ttt ENLARGED PLAN p0lJ P1110 THIS SHE,&,. IN 0 PH ASE 1. Q_ P015 Plill C/) P017 LI!112 S LOCA 7ED Ir- PLAY FAIR DRIVE V_ EXISTING SOCCER FIELDS 0 V 0 KE I MAJOW, CONFORMED SET z LJ Li z 0 71 EL EC TRICA L PLA N w A Amw AV% A04k hft Now Im 7.1-207 SCALE: 1" 30* Ai 16v'r'ffTHEAa'0fti T(070RNER OF PHA s/ EL ECTRICAL PLAINN File NOMBASE-KEN711-ELEVRICAL-drawn: DP STATE FARM SPORTS VILLAGE PHASE 2 SHEET NO. OF BA KERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT Job No. P2K219 Engineer BM TIP110- J7 /J, 9001 ASHE ROAD SE— 5 OF 126 De: 3115112 Checked By. AJ00. -- , _ _ II �F ie aF /o 00 N �c W I0- C7 m 'V CL rt - II w r- L W N N N V J Q U F -- U W J W I e-- z W Y I W V) Q m a U U N W / 3 N tU CL I U b C1 I T_ z W V N Q -- a N I O V z W W z 0 z w 0 lilki in, 1 .. j or Lmar I IIA � III � I I 646630.1483 • ' i 647395.373-51 II I II I 1678740.9734M 76I •'•• • • •'`'i 647397.4074 r .',.1678753-6064 It I i I I • • • • • : y II � M 1678836.273( I 1 I 3I 646652-4799 16 iO6 78848. 647503.4040 " 646652.4799 It 1678848.9060 w-7: 646630.1470 NI � 1 III IIII 1678836.27307, • 647508.4494 I I 647462.9658 L 1678226.6820 647447.8298 1678154.6916 647287.1082 1678197.6182 I STREETLIGHTS r ' I I ISI �! I � I I ,) ...1111 I • ' i 647395.373-51 1679335.1202 _ 76I II II 647397.4074 1. '0: i0 It MI 647494.4474 1678205-4747 IrI4 .• •1678825.4397 I 1 I 3I r IIII 1676759.1965 ,� 647503.4040 " • ,1 II ■ I 647457.9961 IN I I �I I � � . • 647508.4494 I I I I III 647462.9658 L 1678226.6820 647447.8298 1678154.6916 647287.1082 1678197.6182 J. r � _ -3616 III III I III I 0647000.0658 1678196.3224 I • ,1678153.3808 I I It IIIII . r • i► •� ' I �I • • • 11 • • ii•� w •II _ 1678150.8520__'; ,,. �ii • 11� PARKING LOT LIGHT�j I ■ I I ISI �! I III III f' 1678205.5963 • ' i , DESCRIPTION _ I 0 I I I II II i1678207-0520 It M yiljj&L#j 1678205-4747 IrI4 .• •1678825.4397 647264.89 1678205.4747 w • ..1678764.4397 I I - 647454-5157 827��I 1678206.1784 I I I I III I 1 647416.5989.;; 1678825.4397 • .> ► is 47220.1483 1678764.4397 647220.1483 1678825.4397 I IM I � I ' .. I I It IIIII . r • i► •� ' I M ' ♦ r ' i ..� 1678825.3372 , , � ;: r i . I _ SPOTLIGHTS HORIZONTAL .i CONTROL POINTS WIMM NORTHING • rr . 1678787.9397 II 1678801.9397 i L ■I HORIZONTAL CONTROL POINTS _I I � III�I J521 CITY" OF BA KEERSF I EL D `s�q�, C1501 TRUXTUN AVENUE FBAKERSFIELD, CA 93301 0 CA 1678205.5963 No. •1678208-4248 DESCRIPTION _ 646922.8934 16782i 1 !; II i1678207-0520 It M yiljj&L#j 1678205-4747 IrI4 s - s 647264.89 1678205.4747 w II r q wl - 647454-5157 827��I 1678206.1784 U i' 647435-9180 647416.5989.;; 1678622.8814 • .> ► is II II ./1 646932-4599 1678207-0520 I � I 647025.4599 I IIS 1 IIII s NI I I 1 . 647395-8964 ....; • , , � ;: r i . F.J.-P • 1679427.0561 647307.2578 1 • • i • • • �• • r r r ' • 647077.4949 �P_lykl 647105.4599 : i .1 i 647126.4599 I i1678938-8928 III 1 'D#lyt#pkl o Q(tOF ESS 1 p�yq� � Q E . � A{ w hip- % 91LL 02 /12 11,07 Cl)�QP� i -I...` _ P v _ C.D EGl TER ED CIVI() EN 1 EER r' �' c� C 465 Exp.6-3 p J521 CITY" OF BA KEERSF I EL D `s�q�, C1501 TRUXTUN AVENUE FBAKERSFIELD, CA 93301 0 CA REVISION No. 1678423-388) DESCRIPTION (i 0/ II �j It fo s - s s 1679168.3942 R, 646722.4599 1678206.1784 I �i N II II 646701-4599 1678666-4397 • 968.5653 646932-4599 1678207-0520 I � I 647025.4599 I IIS 1 IIII s NI • ,r F.J.-P 1678968-5653 646973-5741 1 • • i • • • �• • r r r ' • 647105.4599 : i .1 i 647126.4599 I i1678938-8928 III 1 647047-5744 1679428.0415 •'1678206-6819 647424.45991678470.6796 �_11�' 647336-4595 1678667-2175 647299.5741 •i • • • : • • 647368.5741 1679179.6246 • .. II I 1679427-7580 o Q(tOF ESS 1 p�yq� � Q E . � A{ w hip- % 91LL 02 /12 11,07 Cl)�QP� i -I...` _ P v _ C.D EGl TER ED CIVI() EN 1 EER r' �' c� C 465 Exp.6-3 p J521 CITY" OF BA KEERSF I EL D `s�q�, C1501 TRUXTUN AVENUE FBAKERSFIELD, CA 93301 0 CA REVISION No. DA TE DESCRIPTION 0/ /o It fo 00 �s x CONFORMED z. HORIZONTAL CONTROL TABLE 7.1-207 FrleNomerBASE-KEN7l1-ELEC7Ri olmommommommOf'bwri: DP STATE FARM SPORTS VILLAGE -PHASE 2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer: BM Date: 3/15/12 Checked Sy.• _.�kc,q 9001 ASHE ROAD 0 1 SHEET NO. SE-- 6 OF 125 W ry Ld (' I L. m 0 n v ' N I=0 N Q U Fry— W W } t" - Z } Q i W N cn 0- U) } r Z W 0 N } O 0 Z_ W W Z 0 Z W 0 STREETLIGHTS NORTH F� 2#10 & 1 #10 GR. IN 1.5" CONDUIT � STREETLIGHTS SOUTH 10&110 IN 1.5° CONDUIT 1 McKEE ROAD STREET 20 01PMP AND TRAFFIC LIGHTING .. . U.. � N S . ....... 111 .:. PANELPATHWAY LIGHTING.& MONUMENT. LIGHTING 277 VOLT l GAR'. CIRCA A' .# 150W MH 4 lei 11 !CONDUCTOR....�I� Ips II ... C : D� 1I III UIT SIZE ,. B r rA... I r... . _..... OF CA1—�o BAKERSFIELD, CA 93,301 REVISIONS Na. iffilm.,..: 480 VOLT • m ice..: CONDUIT %�®/ 12 CONDUCTOR CONDUIT SIZE .. •.... l/ GND M I/ r WQMI • ;; , i 2*7 • ;, #6 GN! •i • f2#4 & #4 GND i • i . f f . ! .f i� ��■ y/ ! •'i'i'i' #4, , 2#4 ; #4 GND A'== • No • • . , • ; •�i� • • 2#2/0 i GND i —�� '� i • # i w; tD i Mail .��—�,. we] ilk <i 2#10 & 0 ! ND�lL',,��i� i i GND i i•i ! BOLLARDS Bl B8i f i& #2/0 GN i Milo RECEPTACLES 120 VOLT - 16 AMP FA PANELFIELD ! i.i CONDUIT NO. RECEPTACLE NO. CONDUCTOR mj� CONDUIT SIZE BREAKER NO. -!& #2 GN• +fit • • "i�GD� 2#10 " i 0i`i■�®—� • & #6 ! i ! i .iiITIN,• ► . NOTE j ME f■�^ PATHWAY LIGHTS PW1-PW8 AND PW9-PWll ARE FUTURE CONSTRUCTION. CONTACTOR/PHOTO CELL 0 NSTALL CONDUIT TO PULL BOXES ONLY FOR FUTURE CONSTRUCTION. QRpF ESS 10 E. .� 2 REGISTERED CI VI L E NEER �C 46 515 2 Exp.6--3013 , SPORTS OF CA1—�o BAKERSFIELD, CA 93,301 REVISIONS Na. DA TE 480 VOLT ADDED NOTE AND CORRECTIONS CONDUIT %�®/ 12 CONDUCTOR CONDUIT SIZE .. •.... l/ GND M I/ WQMI • ;; i , i 2*7 • ;, #6 GN! •i • f2#4 & #4 GND i • i . f f . ! .f i� ��■ y/ ! •'i'i'i' #4, , 2#4 ; #4 GND A'== • No • • . , • ; •�i� • • 2#2/0 i GND i !, M w; tD i •! we] ilk <i & wGND i i GND i i•i BOLLARDS Bl B8i f i& #2/0 GN i RECEPTACLES 120 VOLT - 16 AMP FA PANELFIELD ! i.i CONDUIT NO. RECEPTACLE NO. CONDUCTOR mj� CONDUIT SIZE BREAKER NO. -!& #2 GN• +fit • • "i�GD� ! �� " i • • & #6 ! i ! i •i2#2 & #2 GND 1"i +2#2 ; #2 GND QRpF ESS 10 E. .� 2 REGISTERED CI VI L E NEER �C 46 515 2 Exp.6--3013 , CITY OF BA KER SFI EL D �T C o V 1501 TRUXTUN AVENUE F OF CA1—�o BAKERSFIELD, CA 93,301 REVISIONS Na. DA TE DESCRIPTION ADDED NOTE AND CORRECTIONS %�®/ 12 ISSUED AS ADDENDUM NO. 2 :.:. • •.... l/ M I/ ALL FIELD LIGHTING CIRCUITS SHALL BE CONTROLLED BY NEW LIGHTING CONTROL PANEL LOCATED IN NEW RESTROOM BUILDING. 1 PANELCONDUIT TO BE INSTALLED TO PULL BOXES ADJACENT TO FUTURE SPORTS LIGHTING. CONDUCTOR TO BE INSTALLED WHEN SPORTS LIGHTS ARE INSTALLED. EXCEPT P018 SHALL BE INSTALED WITH TH ISCON TRACT. 277 VOLT - 1 L A - D ;O CONDUIT NO. LIGHT NO. P11 P4s P51 P8., P91 Pl 2 CONDUCTOR CONDUIT SIZE , A i :.:. • •.... i ■■ i M WQMI • ;; i , i 2*7 • ;, #6 GN! •i r s P6 r w0 P1 1 a ! A'== • i" • • . , • ; •�i� • • • !, M w; tD i •! ■ i w <i & wGND BOLLARDS Bl B8i CONFORMED SINGLE LINE DIAGRAM& SCHEDULES Fife 1V®me,8ASE KEN7l1-ELECTRICAL-202 Drawn: DP STATE FARM SPORTS VILLAGE — PHASE 2 CITY OF BAKERSFIELD,' CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 En gin eer:• Berl Date: J115112 Checked By.• ml 0 SHEET N0. SE— 7 OF 126 1 2 3 0 Q d- 6 Lo 66 N r - N N 4r- C_ S U U W _._! W z W V I w V) <t m U .L r N Qi E L_ r z N N Q 0 z z z W D M rA LIGHT STRUCTURE STEEL POLE BASE BY USCO LIGHTING, !ti( (SEE POLE IDENTIFICA 770N) LIGHT r = PRECAST rJ • r J •r ! POLE t FINISH GRA DE CONCRETE SLAB —, CONCRETE FOOTING - f '1 . A 17 �- 1 Ib DIAMETER b 1 ..I SEE POLE FOUNDA TION SCHEDULE A I4 CONCRETE BACKFILL I I ((= (SEE GENERAL NOTES) :Al UNDISTURBED IN -SI TF SOIL ,o •� ..� I I (I 1= (SEE GENERAL NDTES) ( ( I FORCES SHEAR (V) w (MAXIMUM) w C.I.P. DEEP DIAME (INCHtS3 FOUNDAMN I I No. ?( Zs 1, S32v S36v S38 I l 38 v 10.0 S34 I I 8 Q 6.0 37 I + + + . S44 III 5B � . N i II • i •! : I �I II *VERTICAL FORCE DOES NOT INCLUDE WEIGHT OF PRECAST BASE. IM i I I t 1 V . A 17 �- 1 Ib DIAMETER b 1 ..I SEE POLE FOUNDA TION SCHEDULE A I4 CONCRETE BACKFILL I I ((= (SEE GENERAL NOTES) :Al UNDISTURBED IN -SI TF SOIL ,o •� ..� I I (I 1= (SEE GENERAL NDTES) Irk LOCA11ON MARK GROUNDLINE MOMENT (M) FORCES SHEAR (V) w (MAXIMUM) w C.I.P. DEEP DIAME (INCHtS3 FOUNDAMN LSS No. ?( ABOVEDEEP P 1, S32v S36v S38 LSS70—A 38 5 10.0 S34 8 6.0 37 LSs — + + + . S44 LSS90—A 5B ?+? . N i II • i •! : I �I II *VERTICAL FORCE DOES NOT INCLUDE WEIGHT OF PRECAST BASE. IM i Irk LOCA11ON MARK POLE TYPE PRECAST A U ii (FIXTURES ( S299 S30s , 1, S42v S43a a a LSS No. ?( ABOVEDEEP P 1, S32v S36v S38 LSS70—A 38 5 10.0 S34 8 6.0 37 LSs — + + + . S44 LSS90—A 5B ?+? PRECAST REG/ TERED CIA) ENGINEERry C 46515 • *EMBEDIMENT HEIGHT F OF CAO�� OUTSIDE BASE TYPE No. DA TE ABOVEDEEP P FOUNDAWON DIAME TM (INCHtg) I/ -RAD /1 HANDHOLE WTH COVER LIGHT POLE ILLUMINA TED BOLLARD I PER ELECTRICAL PLANS FINISH TRIM COVER GROUNDING TERMINAL OPPOSITE HANDHOLE 2" MIN. GROUT 1" x 12" SQ. BASE PLATE 1" FORMED CHAMFER I 4-110 GAL V. ANCHOR BOLTS TYP. ALL AROUND W TH 2 NUTS & DASHERS EACH ,.--SEAMLESS SONOTUBE TYPE FORM 1/2"012" ANCHOR BOLTS 4--#4 REBAR W/ #2 TIES BOTH WA YS Cay 12" 0. C. AND WI THIN 3" A T TOP ELEC TRI CAL FEED PER ELEC. PLAN NO TES: 1. INSTALL BOLLARD PER MANUFACTURER'S RECOMMENDATIONS. .: r- ffolmloW -1, J—#4 HOOPS A T TOP GROUND ELEC7RODE FINISH GRA J VZOA011 W& #4 HOOPS I 12" ox. Id a . 3" CLR.: . TYP b I A .GENERAL NOTES. 1. ALL CONS7RUC770N AND WORKMANSHIP SHALL CONFORM TO 7HE CALIFORNIA BUILDING CODE (CBC), 2010 ED/770N. / - ~ (EXPOSURE J. REFERENCE POLE L OCA 77ON DRA WNG FOR A C RIAL POLE PLA CEMEN T AND Sf 7E L OCA 770N. 4. THE CON7RACTOR IS SOLELY RESPONSIBLE FOR ALL CONS7RUC770N PROCEDURES AND SAFETY COND177ONS AT THE !_ _ 5. SEE DETAIL ON FOR APPLICABLE COMI DETAILS. SOIL DESIGN PARAMETERS: 1. REFERENCE GEO 7ECHNICAL REPOR T PREPARED B Y FUGRO WEST, INC DA 7ED SEP 7EMBER 20t 2007 AND CLARIFICA 77ON LETTER DA 7ED JANUARY 22, 2009; PN 104-009. 2 ALLOWABLE END BEARING SOIL PRESSURE: 200 PSF SKIN FRIC770N. J. ALLOWABLE ." >< J J PASSIVE J ! BEARING PRESSURE- Aw f,. PSFIFT (ACTNG ON • /C t , ; r 4. A REPRESEN TA 77 VE OF FUGRO WEST, INC. SHOULD BE AVAILABLE AT THE 77ME OF 7HE FOUNDA 77ON INSTALLA TION TO VERIFY THE SOIL DESIGN PARAME7ERS AND TO PROWDE ASSISTANCE F ANY PROBLEMS ARISE IN FOUNDA 77ON INSTALLA 770N. 5. ENCOUN TERING SOIL FORMA 77ONS THA T WL L REQUIRE SPECIA L DESIGN CONSIDERA 77ONS OR EXCA VA - 77ON PROCEDURES MA Y EXIS T POL E FOUNDA TONS MA Y NEED TO BE RE—A NA L YZED A CCORDING TO 7HE SOIL CONDI 7! 6. F ANY DISCREPANCIES OR INCONSIS7ENCIES ARISE, N077FY THE ENGINEER OF SUCH DISCREPANCIES. Z ALL PRECAST BASES AND CONCRE7E BACKFILL MUST BEAR ON AND AGAINST FIRM, UNDIVURBED SOIL OR AS APPROVED BY 7HE GE07ECHNICAL ENGINEER. 8. ALL EXCA VA 77ONS MUST BE FREE OF LOOSE SOIL AND DEBRIS PRIOR TO IFOUNDA 77ON INSTALLA 77ON AND PLACEMENT OF CONCRE7E BACKFILL. CASING MAYBE REQUIRED F CA VING OCCURS. IN SUCH CASE. APPROVAL BY THE GE07ECHNICAL ENGINEER IS REQUIRED. 9. ALL EXCA VA 77ONS MUST BE FREE OF W4 7ER OR CONCRE7E SHALL BE PLACED W7H TREMIE PIPE IN ACCORDANCE WTH ACI STANDARD JJ6. CONCRE7E PLACED BY THE TREMIE ME7HOD SHALL HAVE A MINIMUM UL77MA7E S7RENGTH OF 1s000 PSI GREATER 7HAN REQUIRED UNDER OCONCRE7E BACKFILL" BELOW CONCRETE BACKFILL.- 1. (CONCRE7E DESIGNED BASED ON rr PSI, CON77NUOUSSPECIAL ♦ NOT i t 2. CONCRE7E BACKFILL SHALL ATTAIN A MINIMUM S7RENG7H OF 2,000 PSI PRIOR TO S7EEL POLE EREC770N. J. USE TYPE 111V PORTLAND CEMENT OR AS RECOMMENDED BY THE GE07ECHNICAL ENGINEER. 4. MIX IN CONFORMANCE WITH ASTM C-94. ENGINEER. NO EXCA VA 77ONS SHALL BE LEFT UNPR07EC70 OR OPEN OVERNIGHT Z CONCRE7E SHALL BE PLACED ON ONE CON77NUOUS OPERA 770N (NO CONS7RUC770N JOINT) TO GRADE. WTH SPECIAL EQUIPMENT, WhY A MAXIMUM FREEFALL OF 5 FT AND TO PREVENT CONCRE7E FROM S7RIKING 1. FIX7URES MUST BE LOCA 7ED TO MAINTAIN W—Om MINIMUM HORIZONTAL CLEARANCE FROM ANY O8S7RUC770N. 2 POLES, FIX77JRES PRECAST BASES, ELE07RICAL 17EMS, PLA WORMS, SPECIFICA 77ONS, AND INSTALLA 77ON PER MUSCO LIGH77NG, INC. HANDHOLE WTCOVER FINISH r � A b ®COVER— FORMED • ALL AROUND LIGHT POLE GROUNDING r " OPPOS17E HANDHOLE ANCHOR BOLTS & J r , CH HOOPS J fr 16 CU GROUND ELE07RODE li(arlw it—F H GRADE "t 1 I I J 111 6--#6 VERT. BARS 6-#6 VER T. BARS -r-1=1 1 4 ,= EQUAL Y SPACED k - I I.. EQUAL Y SPACED A 1 "PVC SCHEDULE 40 CONDUIT b —100 PVC SCHEDULE 40 CONDUIT CONCRETE FOUNDA TION (4000 psi) ® I I ° CONCRETE FOUNDA TION (4000 psi) w 2--14 HOOPS AT BOTTOM #4 Hoofs a :A y b 3" CLR> o , , 2--14 HOOPS AT BOTTOM TYP ;b. A .A lfl� �III1�i 2'-000 TYP. PARKING ► SCALEE-8 NOT TO PUBLIC .•, OW wn: DP Engineer: BM Checked By.� VT. 0 �,�,OF ESS I �eN E . q D SEt', :wtx xe vv. ,--?k 3 „T .r aY {,✓,w ':ri. xM .Y, 4 u .. ..� .^ Y I I GENERAL __r____"YP PATHWAY 14 NOT TO SCALE AV a ESy & DETAILS STATE ,rr SPORTS . .wi► . PHASE 9001 ASHE ROAD 7.1-207 SHEET NO. 5E-- 8 OF 125 0 1 2 3 REG/ TERED CIA) ENGINEERry C 46515 Exp, 6-30--13 CITY OF BAKERSFIELD yl. Ct V o, 1501 TRUXTUN A VENUE F OF CAO�� BAKERSFIELD, CA 93,301 REVISIONS No. DA TE DESCRIPTION I/ /1 q D SEt', :wtx xe vv. ,--?k 3 „T .r aY {,✓,w ':ri. xM .Y, 4 u .. ..� .^ Y I I GENERAL __r____"YP PATHWAY 14 NOT TO SCALE AV a ESy & DETAILS STATE ,rr SPORTS . .wi► . PHASE 9001 ASHE ROAD 7.1-207 SHEET NO. 5E-- 8 OF 125 0 1 2 3 W LLJQ Ca m C� O n a_ GAJ 4 o O L POINT OF CONNECTION ..................... � q .eremre—ss s .wam . m+.ri . esmwe a maemee. . mrws .............. a moves • err. • . mm. a seam . esnms s s -r . ammo e . m.00 a m.m o mm...e a sew a ®� a ...... . � e c000df.: •�� ? oe..— •^,.•. •"•• •••« 1P".• ""„ `•", ••,,^ — „"•• ,,,,., ,•••• «o .o.,. w.,.,w. ®..� , .� .._.. �....� . _� -- NEW 4 *10 PVC SEINER LINE McKEE ROAD ="-~ �M EXISRNG61510 PVC SEWER LIFE s` Ir - — ------ f # .,."" °s... �� s 12 � S 1 .•...., ....... �- ....... ..�... .�.® >_® >_..•. ,.�. .�® ....� -..... .®� w.. .v.� .w�... ..��.,. .�.�. �> ..... ..... �.... ...... ..,e.• ®.. ..�. �.. .e.� �... ...... ...... ....® ..�..., .�® ...... tee..— ..... ...e.e.. �.... �.�.. �.... .�.�. �..�� ...•...�,,,,,• � � i>,� ®' >'"^~- 1 � � ; Z I � � fes, �5 w,..�..., .«•. im+�o> €.,.^ ,,,,�,.,+. n,,.�w.,.... � � �"' "n..,.:,,,:... n...,.^>^,>_.,.,,,,^^,.,....>,,.., ,^ .............:::.n., r.,^,...,,r,,,.,...,...,>^,:...,,",,,.,,,">^>,"",,:,.^,^,.,,, �,,,,^,.,,.,,,>".,^>,,.,^,,,.,,^,"„” „>..,:,,,,,^,^,",,,,, 2 I s � � � � r""__._ ._ _ .._ ......._e � _. , ._.. _ . ,.,....... w _.....,_ ...: .. _ ._. _ m_ ... a _ ...® v.._ _.,. _ ._ .-..._._ ..........» .._ _ _m._ ..,_..._ ........ _.. _._....,......._ _...._....._ ♦ � � � � � � € I t � � � t er•. ••nsi- u•.em•m .ra® ms® ... ............ "........ II # s 2 I I I I € € 3 £ € � p� ..... > > , { j { � �w.n�... ...�. ..�. $ nw.w..w. "" I I � j `s�•r F ��.,t x I I � I � � � � � � { � � � � € � � { �� .wnUvwM. ` i � i f �•�'�� :>�.:". ,.y;r,� � ..,.�.,, .,<<>''`'f r s { I I � I � � € � � � � � � � � € � .............. ."........... ...... :...... ,,,^:^,.>„"., .^..,".^, �^ { { •� µ,... .,M� ....�. w,u^ .......^. w.w.n.�. I i (I � � r s I � � I I � � � � � � � � � � � � ",..^.,....., ..v^ .... ," ,..., ^ n." I F I; $...,,, �...a,...w..,rw ...�,w..,..,..w.w-. ..,.,�..w.,...w,...,,,..nw„4.+o.�•>. I j 5 2r S`}f} � t s � f �j` L+a. f j I f 4 F "..^.^^,^... ,,:,,",,:,.,.,."..”,,...^.,,:..,.."^.,^^,.^.^.^.:^> ..^............ •��$.,9 ,. !�" j ` 5 ... . .. ` w., ......w.wn n..,,., n•w.r,.. >,,.,..,,,w, w.� • I r >.^.i^i :,f'r. } L f f >.^ww•"^''w~ .,^^...^^.,„,,.,.w^^..^:..^,^.,,,:,,,,,.,{.,,^...",>,,.nn.,,^,r.^^,^.,".^„>,,,,,,,,,.n.,.,.^.>,,,,,,,"^.,rr,,,.”r,^^„",>n..,,,,.r:.,,.,,,^,,,^,^^".^.,>,,,»„^„ FIELDS NEW FIELDS NEW Sou ”,n....^,,.”:^,.^^................^.n.,".n. , z { r I I I .,,........ ,,..,,,,...^,.,.....^." r" # E ji� ^.....,.,,...... r,,.,.n.,."..r.,.^,,.""",.^„".>,,,,.>^..,,.,...,.�.., n.,,^"n.....^..^n..,.., � II ( �� nnunw.n.. ,wu "...^.� � s ,w"M. ...�.��. .,n,..n..w I ! 3 � �>.�.-.y :>�,.. y t�.,..^ • � � I I I { �� Ste. �,:";;,,,,,;,,;,,,,",,::::,,n.,:,,,,^„^.,,,,,,,>,.,,,..:^,,,,,>..,,,,,,,,,,.>,, .,,,,,,,,,,.,,^^,.n.,.>r,,,>,.,..,,.,,>",..,, .:,^^n.,.,; � � ` { I � .ww.- .......n..w : �., ,.1., . , :. , v.^^^,,,...>"":n.,..,:^,....^.,:,.,,.,r".,...^"..n.",.,r.:n.",^.,..^ ..................>.^.,^,,,.^>. " ^.^.,,......,.....,,... "...>,.,,.,,..,.,, .., .,.^...,"...,,,...",.....^,:.,,,.^".,. ._ ._._ _._..._ _.._ _ =..._•_. _._•......._...___ .._..._.. _.._ _..__ ..__ ..__ ._ I_ »..:......>..,.......,......,..............,.....................,.,..:.......,........:....:...:.....,........,...:.....n...,,,.,:s...,.......,�....:.,...,,,..v.h,�.v:.....:.:.,.........,:............^..,......,........v:..,.,. f � x.> >...rr.n.. � I ' # � I # � � � t � _ • I Iji � � � S r ' I � s t $ 1 .... .. :.>...,.».n...�....:....:.,,...,n,,,..n..:,>..M,.>..... n..n.n.v..w:,..,,.....,.r.,.,,.hv.,:n,:,.:,.,:,v."..,.,...^n..v.�.,n:uv.:....,,.,.�....,.n..v..,.:Avv.�,na„"..,..,^:..,»>..M>.na.,,�.�.,....n,_.,.......�,":"...,v I .......... ............. ... t � # # I ....... ...........:: w t..._._ : > w.K....:.w.,.. ,. 1 ..:................>"::..::::....:s x ".." ."","" ". >,.>.».,",.>.:.>:,w„ws >:> "..»,..^:$,>.:,::"..::.:.. z ..................... . ................... . s 5 , I 1 s t 1 f . M. : f rr>x �..^...^"^"^^.n.,..,.dur,..�Kn�wnu....,,^ .^....+"ww.ar- www..•^,.v.,.:.v.v..w^� { � S z , rye^ � } � }� i i s f : p f 3 S ( f I I I F j s I i I f ............. . .............. . f f ..........::..... I {.� —4, ti { k I # I f 4 t f1 k## f^ i S x € r I I { r' I { j ` t s i } , 3 O @Rod ESS / 0�'`/� E. �0, 2 REGI TERED Cl VIC EN GI NEER � C 46515 rn Exp.6-30--13 CITY OF BA KERSFI EL D 1501 TRUXTUN A VENUE F BA KERSFI EL D, CA 93301 OFF CAOF�� REVISIONS No. I DATE I DESCRIPTION W-5 LIM 1. ALL WORK SHALL COMPLY NTH THE 2006 ST47E OF CAUFORN11, DEPARWENT , •A r ► D.=r ND ORDINANCES ► BY THE CITY OF BAKERSFIELD D OTHER GOVERNING 2. ALL INFORMA77ON SHOWN ON THE DRAWNGS RELA77VE TO /yyt PROWDED AS BEST POSSIBLE FINAL RESPONSIBLI TY CON ., s. mommumm � cKEE ROAD I { { I { I I I o : ............ ,.:.... . f THIS SITE(SEE ENLARGED PLAN NAE 1 {sf 3 I i f .n...rn, "M..n»..n.w, .�.w".....w.^�...,... " �� ,"w>....w, ��.., f s I I } f I $ <F f I } : ` #THIS SHEET) Lif f $ : i V] F1i # I w,,,:>:, w:,,,, ,, .,», s ,,,>.H,, , ,,, ; ,,,,,, N ,:,,",, a >...........,: " ,, t � £ »"> ti> v .,>,." " ,, ".:,>,"5», r,.>">, � ,,k I 3 f 5 E i s I i . J _ _ _ __ _ __ � � .� .� ®.•• �. m.._ ..._. .., e..............�..., .�. .e.....e .... — — � . �. — ...._ ..... e � � i ! L....... .... � .r �m....... � , ..� e......_...m . . v ..,.. � _... �....... _ ...._ .... � >rr�.> >r:aw ,n.,". ....� .,..._ .�. �.....� � ._..,...en.• ...®. ..____,.,...�,�».�«.,�wwMay..•,.�.w,>,.,w.,v., .. aPUBLIC WORKS DEPARTMENT OVERALL SITE PLAN OVERALL SITE PLAN STATE FARM SPRTS VILLAGE O Job No.: P2K219 Znglneer TA 9001 ASHE ROAD ! —Checked m FAIR y • * wr T SHEET N0. SS— 7 OF 125 1 2 3 c� � | | | , ' | 0 | ' ��---------.. . ... ....... m '| ��| | --------........-......... ................ ...........' | ~ | .~ . . � _J M pir, iqj, pi IF 1 Pi � NEW 4`0 PVC SEWER LINE SEE SHEET SS- J 0 � V x (m M (n U00THOT09071AITFIVI ME ��`.. s McKEE ROAD J� -1 ' | \ | | | ( ^ / ! . / � | | Jill 'It. | ` . . .NEW SPCCER, FIELDS. � Jill|' . ............... / ' | !||| | ' ` ' ' | '| ' ' | '| | TrT- J, " T ' | ^ J, | | . | AREA OF WORK (SEE ENLARGED PLANTHIs �Q��]�� U CONFORMED*SET PHASE 1 ' | ' FAURDRIVE «-L«�» S:� | n\�,of E S E. <11 01 REGISTERED Cl VIIJ ENGIN C 46515 CITY OF BAKERSFIELD M 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93,301 REVISIONS || '| DA TE DESCRIPTION |' ' | || ' | | . . | ' | | � | ' | ' | ............... . . ............. .......... .......... | / ' | || ' | | . |\ | ' | | ' | . .. ........ ............ ...... . ........ | /.... . | ' || ' | | . . pir, iqj, pi IF 1 Pi � NEW 4`0 PVC SEWER LINE SEE SHEET SS- J 0 � V x (m M (n U00THOT09071AITFIVI ME ��`.. s McKEE ROAD J� -1 ' | \ | | | ( ^ / ! . / � | | Jill 'It. | ` . . .NEW SPCCER, FIELDS. � Jill|' . ............... / ' | !||| | ' ` ' ' | '| ' ' | '| | TrT- J, " T ' | ^ J, | | . | AREA OF WORK (SEE ENLARGED PLANTHIs �Q��]�� U CONFORMED*SET PHASE 1 ' | ' FAURDRIVE «-L«�» S:� | n\�,of E S E. <11 01 REGISTERED Cl VIIJ ENGIN C 46515 CITY OF BAKERSFIELD M 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93,301 REVISIONS No. DA TE DESCRIPTION KE MA�y� �� 0�� SS m�m�m�� ' ||' MER PLAN 146 7.1-207 IWO, T EA S P1, S IDE OF PHASE 2 SITE $EWER PLA N . . ...... . ............... . ..... . . ... j I Jr STATE FARM SPORTS VILLAGE PHASE 2 PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer. TA 9001 ASHE ROAD Date: 3115112 Checked By -4RAAL 0 � SHEETFile Nam Base—KEN711—SEWER Drawn." DP NO. SS_2 OF 125 rJ �� ^� `� OR im ME • , T A 11 I It REGIS-rERED CIVIL E(jGNEER 0 C 46515 sz Exp. 6--30--13 CITY OF BAKERSFIELD 0_1 cm 1501 TRUX TUN AVENUE e BAKERSFIELD, CA 93301 OF' C REVISIONS 0 Lu 16400ii J 14+00 15+00 16+00 17+00 SANITARY SEWER PROFILE Al N 0) AW NN 9s 4' m� o Q�®FEsslo,�� E. File Name., Base—KEN71 1 —SEWER Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer TMA IDate: 3115112 lChecked By. CONFORMED SET Tp Alk�_A• Amp STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET NO. SS -3 OF 126 T-1 0 REGIS-rERED CIVIL E(jGNEER C 46515 sz Exp. 6--30--13 CITY OF BAKERSFIELD 0_1 cm 1501 TRUX TUN AVENUE e BAKERSFIELD, CA 93301 OF' C REVISIONS No. DA 7E DESCRIPTION A 3/30/12 ADD CLEANOUT N07F PER ADDENDUM NO. 2. 2 3 4" CLEANOUT WITH N t • THREADED FT77NG & THREADED CAP ii ii 89.4 LF 4 SDR --35 SS S-0.02 O ss p. 1" ;dclq SE=WL=.R STUB XmmSECTION I SS -3 SCA L E.- NTS File Name., Base—KEN71 1 —SEWER Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer TMA IDate: 3115112 lChecked By. CONFORMED SET Tp Alk�_A• Amp STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET NO. SS -3 OF 126 T-1 0 N W ry n Q Lli0 m 0 0 n 2 a. 0) LO 6i c— d— 0 a7 0 U d 11 ry N ^-^ r) 1 z (!1 / U i N cU U U) O 0— V) I z LLJ0 N / Cr) z w W W z_ 0 z w 0 qAl of \ NJ �/ Y CYT-----------� ;- ---� ,--- �---NEW BERM F #Af& 30+00 0 LO N 1 ~ ti Q J 29+00 V) � F— O Z m J W ULLJ I N 8 Q I vL ►► .JIL11- rIVII-A � NEW SOCCER FIELDS � LEA 1. ALL CONSTRUC770N SHALL COMPLYftr ED177ON OF THE CALIFORNIA MUT0, AMENDMENM.. LAWS, AND ORDINANCES AS 1 BY OF BAKERSFIELD AND OTHER 2. ALL INFORMA 77ON SHO WV ON THE DRA WNGS RELA 77 VE TO EXIS77NG COND177ONS IS PROWDED AS BEST POSSIBLE. FINAL RESPONSIBLI TY OF i AND A CCURA C Y IS THE CON R. iit I J. SEE APPLICABLE STANDARD 7RAFFIC DETAILS ON 4. ALL S7RIPING ♦ PAVEMENT MARKINGS SHALL BE THERMOPLAS77C } UNLESS N07ED • NEW BERM Y ( —moi i y lu yQr�O OINSTALL Exp. 6-30-13 , 1 %I+ £ 3 L �/ Y CYT-----------� ;- ---� ,--- �---NEW BERM F #Af& 30+00 0 LO N 1 ~ ti Q J 29+00 V) � F— O Z m J W ULLJ I N 8 Q I vL ►► .JIL11- rIVII-A � NEW SOCCER FIELDS � LEA 1. ALL CONSTRUC770N SHALL COMPLYftr ED177ON OF THE CALIFORNIA MUT0, AMENDMENM.. LAWS, AND ORDINANCES AS 1 BY OF BAKERSFIELD AND OTHER 2. ALL INFORMA 77ON SHO WV ON THE DRA WNGS RELA 77 VE TO EXIS77NG COND177ONS IS PROWDED AS BEST POSSIBLE. FINAL RESPONSIBLI TY OF i AND A CCURA C Y IS THE CON R. iit I J. SEE APPLICABLE STANDARD 7RAFFIC DETAILS ON 4. ALL S7RIPING ♦ PAVEMENT MARKINGS SHALL BE THERMOPLAS77C } UNLESS N07ED • NEW BERM Y ( —moi i y lu yQr�O OINSTALL Exp. 6-30-13 , CITY OF BA KERSF I EL D 1501 TRUX TUN AVENUE %I+ £ 3 L i 1J 1 1'-0" tMDE VtHlTf LIMIT LINE �5 S �5 07 3 W3-1 SIGN 1O L�jNEW BERM NEW SIDEWALK �� 1 1 ...�.. .4� �e ...... �® �� .�.� d -.s m...... �..... .�� e.,... ..�.... ...��. �.e .�. ....... m.... .-... ...�. ,�.. �.® A..® �... ®.n. .-... ....�. .�...� .....• ae.� ..®... ®... � ...,,, ..� ems.. ...... �.�... � .�.e, ...�,. .,...� �� .-�.> ....�. ...... .....�. .�.. ....�. r... ...,s ..e,�. �... �...e ..�... .e.. �...... ,.��.. �. ...�.. .�..... ..,® ..�.�. ems... �..... .�,e ..-... ..®. ...... .�..... .�.�... ..�... .n®..mw.e. .•.... ....... ....... ....�.. w.... ...... ..w,... ..x..n, ..eta .•.v® �.� ..w. ...... .•.... � .es.e moo® aw. wn... �,.® ...... .�..� e.® ...... •.m.... .r... � `� � � � � bbt 1; NEW MONUMENT SIGN �.,� PER DETAIL 1 -24 r �ZQEWALK O t[..<t«<rr[..rttrr.r.t...i.n....[ 2...J JJrJv.t.rrv.r:,.J:rvJ<rrr.Jry :r<..<.r.r!r.,.r.<u:rvu N....r,.«......!... .r.p<..rrirn!....<r.,..<r..n..<....<.r<2•rr.i<<....t.r«.:.rJt<. ur<J..<..0<:.t<;.nt.J.a<...........Jirt<. ...t..t...ntr. [.«<oto'rJ....t<.rrtr<rrJ,rtr<<«r,.yr<rtrr.<u<rt<rt[. <rtr«<.t. ..lrJ<.,<teit.i<trrr<.;<f t q. r.«,<rwirtrrru«rJr<.[nrt...rv<rre[<iwrM««<Jt<ere,«.<rr.,J<tr«rtrr,<J.«yJrv,<r/.<teJJJJ«<r y,.rv..t..<+,<.r.<ArxJ<it+<rltir<.«rr<r<rrtr<t J.tt.t<A!<riru<ryrit[<ptriJ. J,rJ,[r!.[<rrJ<tt..tKrttrrtt«[trVi ......<J<rrSttu<r,<rrJ,n vcJ«r... JJrrr. rJt n� r.�r .. EXISi1N fGII NEW SOCCER FIELDS EXISTING CURB do GU l7ER 011TRIPING AND SIGNA GE PLA AIR IV Ar—M SIGNA GE PLAAl ALONG McKEE ROAD So" TRIPIN Ag .. "AND IV File Name.• Base--KEN711—Phase2rEngineer Wi� DP STATE FARM SPORTS VILLAGE - PHASE 2 L"..11"I"Y"'OF BAKERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 GG9001 ASHE ROAD Date: 3/15%12 cked 8y.• @R®F ESS /o4,q E. 8iQ C F REGISTERED CIVIL NGIN ER C-1) 0 46515 OINSTALL Exp. 6-30-13 , CITY OF BA KERSF I EL D 1501 TRUX TUN AVENUE e I V i � BA KER.SFI EL D, CA 9.3,301 OA�`Fo� REVISIONS No. DA TE 1'-0" tMDE VtHlTf LIMIT LINE DESCRIPTION I 07 INSTALL W3-1 SIGN 1O INSTALL R26 "NO PARKING ANYI7ME" SIGN STRIPING & SIGNAGE NOTES1 OINSTAL[ DETAIL 22 SIR/PING OINSTALL DETAIL 38 S77?/P/NG OINSTALL DETAIL 38A STRIP/NG OINSTALL GORE S7R/P/NG (W47ENBORNE PA/NT) OINSTALL 1'-0" tMDE VtHlTf LIMIT LINE OINSTALL Ri-1 STOP" SIGN 07 INSTALL W3-1 SIGN O$ INSTALL R26 "NO PARKING ANYI7ME" SIGN O INSTALL Wf4-1 DEAD END" SIGN Aft UO INSTALL W16 -2a (S/M.) 800 Fi SIGN 11 INSTALL W31 END" SIGN U2 INSTALL TYPE /V (L) ARROW PAVEMENT MARK/NG 13 INSTALL TYPE /V (R) ARROW PAVEM£NT MARK/NG ul INSTALL "STOP" PAVEMEN1' MARKING 15 INSTALL "STOP AHEAD" PAVEMENT MARK/NG5 16 INSTALL TYPE ill BARRICADE PER CAL7RANS STD PLAN A73C AREA a , WORK R (9tE ENLAHI w ! PLAN T S 3 SEE _n McKEE ROAD liff, FLj, �o I PLAY FAIR DRIVE , n 7.1-207 SHEET NO. T- 1 OF 125 C3 1 2 3 W ry IZ Q 0 Cn 0 W 1--- 0 Q. r 66 r-- N a N 0 U L- a C) V W 3 U Q Cr I- I N tU U) n I t\ z G7 M U 4-- / N tll C- CL I 0) O 0) 4-1 L U7 ( T-- rl z LIJO I t-- / CD z_ W W z z W 0 0 i OR OFFSET SIGN TO LOT UNE CLOSEST TO ALIGNMENT OF LOT UNE NI CENTERLINE OF IN7ERSE'CANG STREET g j PROPERTY LINE ® l® ie PROPER UNE TYPICAL LOCA77ON PLAN FOR INSTALLATION OF S7REET SIGN POSTS AV _ �o i IRD uuujjr-1, -., 24°' DIRE07ION ARROW OP77ONAL (06 m) DETAIL OF SIGN PLATE 1 1 NOTES SIGNS PROVIDED SHALL BE ACCOMPANIED BY A CER77RCA7E TO SHOW COMPLIANCE TO CITY STANDARD. SIGN PLA7E'S TO BE MADE OF 0125' (3.16mm) ALUMINUM PLATE, CUT TO DIMENSIONS SPECIFIED. PLATES SHALL HA V£ ENGINEERING GRADE FULL Y REFLECTORIZED FINISH, GREEN BACKGROUND WITH SILVER COPY ON BO 1H SIDES or as approved by the City Engineer. FORMAT SHALL BE HAWKINS-HAWKIN5 CO., INC SM -C12 OR PRIOR APPROVED EQUAL IN O RIT7NG " SIGNS FACING TRAfRC ON LOCAL AND LOCAL COLLECTOR STREETS SHALL BE STANDARD SIZE AS SHOWN. SIGNS F CI,IVG TRAP C ON A 7fRIAL AND CQLI,ECTOR SHALL BE METRO SIZE JO (76.2cm'� x 8' (20.3an) N9TH 5 127cm CAPS VD�EQUAL. VANDAL-PROOF VP j°�2T2�OApRHP07�O F "(5lcmIt PR Op EQU� INSTALL TWO 516 x3 112" j7.9mmx88.9mm BOt 15 THROUGH PIPE CAP AND PIPE PEEN E 0 OF BUv1 T 0 NUT IS TAMP R -PROOF S 2 DESIGN VANDAL -PROOF FASTENER V14f HD VP-12PT KNURLED HEAD, 12 12 )mm), NOMINAL OR PRIOR APPROVED E UA SHALL BE USED FOR DETAILS OF SIGN POST MOUNTING, SEE CITY STANDARD T-2. DETAIL OF FITTINGS FOR PIPE MOUNTINGS T-0I.DWG i STA.7+05, 7'( 2. Pm) L T ' ' ' ' USED WHEN THE SIDEWALK The sign plate shall be aluminum, 0125' (3mm) thick. No. 45' (13 5m) L T EXTENDS FROM IRE CURB intensity grade, green. STA. 7+05, 7' (2.1m) RT & 45' (13.5m) RT The lettering shall be 10 inch (250mm) reflective sheeting, TO THE PROPERTY UNE END MEDIAN TAPER , , , , END MEDIAN & GFL TAPER sides END GFL TAPER + + + + 4' (1.2m) CLEARANCE IS Other details shall be per the Standard Specifications, TYPE B.SS REQUIRED FROM BACK OF Section 56, "SIGNS" 2" (5 fan) GALVANIZED S7f L PIPE 1 ,! ! 9 Is tt t S t, 1 SIGN POST. II � 3 t !t I i ,t CHECKED Q STA.3+75, 11 (3 3m) IT 1 I { ! SHEET NO. CITY OF IBIAKERSFIELD 210' 51' (15 3m) L T ' ' ' ' STA.3f75, 13' (J9m) RT & 51' (15.3m) RT BACK OF SIDEWALK BEGIN MEDIAN TAPER =177 BEGIN MEDIAN & GFL TAPER BEGIN GFL TAPER i I ! P , , IIII STA.2+55, 9' (2.7m) RT ! 1 , CIASS "B" AC.0 I U I BEGIN 20'(6 Om)x b ' - �- �- 8"(200mm) MIN 120' (36m) BAY TAPER 4L- -UMIRO ,........ ...lam,.! ... $ 60' 60) o STA.0+61, 11' 3.3m RT a CTR 2'(0.6m) RAO2 --I- -- --- --- -_- --- --_ __- AL 12 3.6n - _ _ a 12 3.6m S7A.O+67,4.50' (1.35m) IT I CIR 85'(2.55m) RAD 14 4.2m -- STA.0+67, 4' (L2m) RT BEGIN 9' (2.7m) x 1' 45' (13.5m) FLARE STA.1+12, 51' (15.3m)RT ; STA. 1+12, 13' (3.9m) LT & RT N BEGIN TAPER BEGIN MEDIAN TAPER W IZ C STA. 3+22, 6l 18.3m LT W BEGIN 1 4.8m7x120 360m BAY TAPER 1 ( NI GUTTER f NE N ET IS INCREASED 0. 3' (9m) FOR SIRE TS DESI 7EDS FOR BIKE LANES STA71ONS RUN FROM Of 00 STA. 4-f 42, 7' (Z 1m) RT T STA. 4f 42, 45' (13.5m) L T EACH WAY FOR CLARITY END MEDIAN TAPER END 6n TAPER, 45 RT + I IND B Y STANDARD T-09.DWG DAA 07/97 I 'T" INTERSECTION DRAWN BJD EXPANDED ARTERIAL/ CHECKED BJD COLLECTOR STD CONFIGURATION SCALE NTS APPROVED SHEET NO. I 1 I I OF � ® BMER ® ELIC ALTERNATE LOCAh'I TO BE T-06.DWG WHEN PLACED IN EXIS71NG SIDEWALK, USED WHEN THE SIDEWALK The sign plate shall be aluminum, 0125' (3mm) thick. No. SIDEWALK SHALL BE CORE DRILLED} EXTENDS FROM IRE CURB intensity grade, green. BEGIN TAP The lettering shall be 10 inch (250mm) reflective sheeting, TO THE PROPERTY UNE diamond grade, white. Background and lettering shall be installed on both PAR77CULARLYIN COMMERCIAL sides AREAS A MINIMUM OF T-6 Hawkins M1OJ Series 4inging sign bracket, with 4' (1.2m) CLEARANCE IS Other details shall be per the Standard Specifications, TYPE B.SS REQUIRED FROM BACK OF Section 56, "SIGNS" 2" (5 fan) GALVANIZED S7f L PIPE SIDEWALK TO EDGE Of T-03.DWG AS PER AMERICAN FENCE CO. SIGN POST. II � c STREET SIGN PLATE CHECKED Q MAST ARM MOUNT SCALE NONE APPROVED SHEET NO. CITY OF IBIAKERSFIELD 210' CAI.IFORNIA 6" ( 150mm CITY ENGINEER PUBLIC WORKS DEPARTMENT i (0.6m) i ► BACK OF SIDEWALK =177 6'x%4`0(150mm x 6mm) ROD OR BOLT CAST INTO 18-(450mm) CONCRETE IIII l i i l N `.. CIASS "B" AC.0 I U I - �- �- 8"(200mm) MIN 579 OF SIGN PANELS SHALL BE ASSUMED AS STANDARD DENOTED IN THE CALTRANS TRAFFIC MANUALS UNLESS OTHER SIZE IS SPECIFIED ELSEWHERE. S'GN PANEL REfI. 014TY GRADES STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- HIGH INTENSITY GRADE MOUNTING REQUIREMENTS SIGN PANELS SHALL BE MOUNTED N11H HA WINS M20 SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. S16NS MOUNIfO OIV S'GNAL OR OTHER POLES MALL BE ATTACHED NIH STAINLESS STEEL STRAPS AND HA WINS M2G SERIES BOL T AND VANDAL PROOF NUT ASSIMBL Y OR APPROVED EQUAL. DRILLED HOLES SHALL NOT EXCEED DIAMETER OF BOLT MORE THAN 1116' (1.5mm) TOP OF POST IS TO BE BELOW TO' OF 576N PANEL BY NO MORE THAN 1.5" (3.8 cm). A=6' WITHOUT PARKING (ALWAYS USED ON AR1TRIAIS AND COLLECTORS) A=12' WITH PARKING ROD OR BOLT THRU DRILLED h THRU BOLT DETAIL DESIGN SPEEDS 60' RIW 25 MPH 76' RIW 55 MPH 90' RIW 65 MPH 110' RIW 65 MPH T-02.DWG 1 CENTERLINE OR MEDIAN EDGE MAXIMUM fi ENCROACHMENT 3' D T D D=S x C C=IO FTIMPH D -SIGHT DISTANCE S=077CAL SPEED (85th PERCENTILE) OR, IF NOT KNOW,, DESIGN SPEED ON 7HRU STREET. (SIGHT LINE ASSUMES AN EYE AT 3.5' HEIGHT LOOKING AT AN O&ECT AT 4.25' HEIGHT) I CURB IN - - , FLOW LINE 15 CONTROLLED INTERSECTION I NO OBSIRUCYON TO MOTOR VEHICLE DRIVER VIEW IN EXCESS OF THREE` FEET HIGHER THAN FLOWUN£ IN 774 AREA. UNCON77?OLLED IN7ERSECRON NOTES 1. BOTH CRITERIA GOVERN AT AN UNCONTROLLED T -INTERSECTION. 2. SIGHT LINE REQUIREMENTS PER SEC. 17.08.175 OF THE MUNICIPAL CODE: III«. .. iiIAN .. 7 12.DWG 1 " T4i F I E L A K E m� VARIES T-06.DWG SPECIFICADONS' BEGIN TAPER The sign plate shall be aluminum, 0125' (3mm) thick. No. The background sholl be reflective sheeting, high i intensity grade, green. BEGIN TAP The lettering shall be 10 inch (250mm) reflective sheeting, ANLL diamond grade, white. Background and lettering shall be installed on both 1 sides Install using mast -arm hanger methods such as T-6 Hawkins M1OJ Series 4inging sign bracket, with return spring removed, or acceptable equal. Other details shall be per the Standard Specifications, State of California, Department of Transportation, Section 56, "SIGNS" T-03.DWG DAIS 07/97 STANDARD Afgt,aln c STREET SIGN PLATE CHECKED Q MAST ARM MOUNT SCALE NONE APPROVED SHEET NO. CITY OF IBIAKERSFIELD CAI.IFORNIA T_3 CITY ENGINEER PUBLIC WORKS DEPARTMENT CURB UNE TREES IN MEDIANS WTHiN SIGHT LINE WEN9NG AREA SHALL BE SPACED AT OR 6REA7ER THAN 50'(15m). 07HER PLANT MATERIALS SHALL BE RESTRICTED TO LOW GROWTH SHRUBS, GROUND COVER OR TURF. 3'(75mm) WITHIN SIGHT UNC TOP _ VIEW POINT CURB MEASURE FROM GUTTER FLOKINE FOR SCUD 06JECTS, I.E. FENCES, WALLS, ETC. MUL77PLE TREES MUST BE ON A RADIAL FROM THE VIEIV POINT OR BE PLACED BEHIND SIGHT LINE TREES AND SHRUBS WTHIN SIGHT UNE AND TREES OVER SIDEWALKS SHALL CONFORM TO THE DETAIL BELOW. SIGHT UNE AND VIEW POINT LOCATION SHALL CONFORM TO SECTION 17.08.175 OF THE MUNICIPAL CODE. File Name* Base--KEN711-Phase2 Rdff7 DP Job No.: P2K219 Engineer: GG Date: 3/15/12 Checked By. 40111 T-12.OWG 1 STA. 2f15 T-06.DWG STANDARD BEGIN TAPER � I No. STA. 3+15 i CHECKED B JD BEGIN TAP ANLL 1 SHEET NO. 1 CITY OF BAKERSFIELD CALIFORNIA T-6 Q i l C.� I � C EV1 A0' 450m) RADIUS 1 i ANGLE P S FOR SMOOTH TRANSITION (T)PICAL) i II 12'(3.6m UP UNE LOCA770N DETAIL MEDIAN NOSE & CROSS WALK 110' RIW (Um) 11'(0 m) 38' 48' (06m)1r' 3.3m is 14.6m 3.3m STA. 0+70 TO 2+15 109,38' (32.8m RIW POINT rr .. m) 24' 36' (° )n' (3.3m) (7 2m 102m} (3.3m) STA. 3+15 90'(27m) RA 11 (0Sm) 32' 32' (4,M) 11' 11- 3m 9.7m . m 3m sTA. 8+55 FOR STRIPING ON COLLECTOR WITH TWO-WAY LEFT TURN LANE, SEE COB. SID. T -2s END TAPER APPROVED 11' CITY ENGINEER ® 4gpFESS/�N�` CD r REGISTERED CIVIL EN GI NEER � C 46515 2. T-06.DWG STANDARD DA1E 05/99 REVISIONS No. DRAVM GEG COLLECTOR CHECKED B JD AT INTERSECTION WITH SCALE NTS ARTERIAL SHEET NO. J CITY OF BAKERSFIELD CALIFORNIA T-6 ® 4gpFESS/�N�` CD r REGISTERED CIVIL EN GI NEER � C 46515 2. Exp.6--30--13 ,* CITY OF BA KERSFI EL D cm 1501 TRUXTUN AVENUE v 1 BAKER.SF"IE'LD, CA 93301 OF GAOF�� REVISIONS No. DA TE DESCRIPTION 1 II 3Zd J u uONFORM ED, STANDARD DETAILS ,9001 ; ASHE ROAD 7.1-207 SHEET N0. T-2 OF 725 0 1 2 z Q�ESSI A w rte*+ ---- —_ ___ ,.mw,.ww.,...,..,..,,.,�.,«...._,�..,w„�....,....�.....�.,ww,,,.,,Mw ,.�..�..�.w.�.,,.�,...-�.�,.-�.-.�--.n_.,�__«_n,.J..�,�..w.�.:..K.-�-.w-��:.rn��..w....�...».,,�..».w�.�...�..�.,w.�.,w..»...,.�..:,«.��.w..wwMw..�.,�.,,.,....�..,w.w..,.�M..�.m.�.,»..w.�.�..w.,.�,....�..w..»�..w,�w.w.,..v«.�...vw......,,�.,..�.,.,.w»�. � �ww w w � �« w v « « « . w www www a� w » « a , ww w«« aw « e a �,A��'�•J.�..,�..«J,�„�f �.,�,k�..�€�� .,� �€,w....�. �M REGI, D Cl V ENGINEER C 46515 6515 Exp. 6-30-13 o1ff3 CITY OF BAKERSFIELD C1Vt1501 TRUXTUN A VENUE F BAKERSFIELD, CA 93301 REVISIONS --wwvw��w— ---vm—~— k xx Ill(lI� i iiIii i I �.11(•�.I —}}((II((II(I}II}}}jjiI}}(I}(II I} II ( ,,��23;2<tk�s=rir�Jk:,{f{,i4r {,{ J? , r..,.,»...vn v...r.�,I��.�.II.. » � ........,.:.....,:�,...,,,».:..».�� j1�»,}..••,,..w...,r..,:«,.r..,:.,..r�..�II},tIII�(}II}II,II: �I, ( v .,o _..».,....»...«..u..,...»,r....,.....,..,...»...�..........,r,...,, n.:...»,..M..«.....,.... .«,,....,....,w.w.,.,,».r�.w.„.....r..»........,.....n......,......v,.,,....»....,...�...,,»,.n ....,,,Nr.,,,.....«...,.....»»....n,rr,,.nn,.....,.,....wn...,n,,..:_.«............,�.:...,n,„,«,...,,n...r», .r:..„w:r...».»:.....,«n..«:.,.„»w......,..�:....».n........,.».,......., .,n... n.......:,..,.....,..»n........:r,.w�».n:,«....n..r`r....v:.....n.k...M:...,.,.,:....n..._:.,...w:.:...,.:...:r..»:.rk..«.....,.::,.».,..,..:..,�....:r..,.«v.....:.....,».::....,»...:.r....,»n.....:.,,n..,..:.y.:•,.»...,,.:,w«.«.,..:..,,.....:..».n„n...:r.».......,.w,r........».«n..r..«,...:.».»..:..,r..».,,..�.•..,n.r:._vn........»»,.,r.....« ..:�.,,r..:..,.»...:�v...,.,.n..,.«,.,.,...r..::,.»,,..,.:.:w...«....�w",...»...«..,n.:.:n.«.r..r.:,..w,...::_.».,,. .,..,r,,:.n.....,:..r.,..,,:,.«...,..,,:.»,....:w.,J:,»...w,...:�:»»....«,:.,»»..,.::.n,.„»..,r:.::»r»„..,«..:rnrn.,.,n:..»«»»,»..,..»...,�,.�n.»w,„,,«...:,,«.,»,»v.,,�:v»»«.«r..,n.:»,.n,,,,.r.«.»»r.,.,..r.n«.�.,:�,..»..,,,.n.«r,.»««..r,,..u:....,»..:,.:::+,,.,.»w,.,...:.:�,,. ».:.:::..»..:.:.,�,...n.:..:,,:...: r'. , : : ..,r..»:,:.r:,.�.:r.«.,.....»�::.«,.:.:,»e...........:.n,»,..,..:.«,.n»:.,:.»»,n.-..,,..,..».:.,,,«»»..r,.v.,...,».«.».:,,.»..Jn:�.,,...:«�„.n...,..„,..v,.,r».,..v,...,v,.,..n:«.,.v,..nn,...,..,:..vn«.,..:»,,_,..:»,.....,,.,n:.,.,�..n�»..»,»«.=:»r,.....r...:..nr.,»..,...:,.,„n.,:.,»,.,....,«r:.� :«».v..—...,,,r.,:,.»•.,v«..J:,.,.n,n.:n .:.,..,,r.,.,:..,.:nJv.r,.,.n:r.,»......r,.».,.r.n..:....vr:«n.,.»»..,.v.,...,.».,n:«,..:,.r..,..:.«.»:..,.......n..,.rr..,�...,,,..«,:..»«:..,....,..».:n«,.n«,....,,.,.nn»..v-«...,.»—r«.:.:.....,,rr..,.:.n:..•,...„,n,«,.::,....:.....n«».:.,»,,..n:..:.,,.,n:,.,..:,n,,�...,,:,nn..,:.....»,,,�.n—.,»..�,.,...:,..».,.»........�,,.:,rn..»,r,.,n....»»,nr„n.,.:....�.,..r..»,..r:.:.r,.,�.n.:.n,v.:...�...».,.,.»r»,,:.:,r,r.., .4......».:..«.:.n..n..n.«,»vn........n.,».u,»..-M.,:...»,».,.,.,.:..,....N,..,....»..,:.....».....».,...,..C.......,n..,,.»L..n.,.,,..».,.„:..,...,..».»...»,.•..»....—�•,.,..•...r,n.....,.,.r-.«..r.,»,.,,..n,...�..nr.,n..,.�..,.»..»..n,,«,..,,».»....:«,,»....,„�..,.rr.,,.n.„»n,..«.r,«n.n,..,r.»..�.:n.,..:n.,„........,»r..,,.«....r..,,.»..»..,,w.».n..,....,«.»,�.«,».,,v»»�vn.,»....r..,:,.,,....»..,,,r.,n.,n..»,,.....�,:..,,.n.«..„......,:.,»»..:,.....:.,Y.nrn....,.».:,.,»«.„».. ..,...n....w...».r.»..,...««..»..v....»r«w.r......,.»....,.«..v.....:..,.»..nnn..:..n«»....,........:....»,.....r.v....,.., .n..,......»:....«...,«....:.»«.»:....,.....,:...«.„... w.:..,.,...•n,,....... n..._..,.._:..... ....,r...w••.n.:.�».:..,.,,. ...„....,........»..«..n..,.r..,,..»..».r..,...,......n®,n,.,..�,„.......�,n.,.,,,�..,.»...�,»..r.»,.,.....,�,»..r.,.�.�r.»».n..n.n.»�..•.v,....„..,�„.�,..:....,.......,..,«.».,,,..�..,.n .,... .......n...,::..,..,.«�,' ,..r.. ,..,..�.:.»..,,...v.,..,..« ._. . ..,,.».r,.,..».... .»......r...nr ...,.:..,.:.,.r,»,.. .».....,�.«:.,...,.„...n. ,.r,..«..,.,r.,..,,,..».��n..:,�, ...�.«,..,:• . ».. ...: .,,.:,:•�,S#?{r�St :£f£w'c{_S} r� M�e. ` �•"w"^�....•� II��II(III}III�(I- » ” .Y"�«11_i}3 n_..��M.. .""•�r��,t��O��3., *„ •.w.�,,.e«e.��.<V,«YV,,,.w.«,,.,.»��.„,..,«»w�..�.,....�.ww,.,n,.,......•,...,,.v..v,.,«....�,.�.,..`'c_..,.,Vrn... .,.n�w�:w�,..,n�...�ww,.,w,..,.�«.n.«.ww»�.,.�•.,+...n�•��na...w,,�w.wwwM,.vw.,.»�r.wwc�«ww»..,�ow.w,,..,.w �.,..w.w,w«,,.w.,,..,.w..•.,w,,.w«....,»M.,�.,ww,.-,,rww ,.w..,nw.•.«..��www.N,«nmo...uw�w,«..,....w."..,v,..•,. �..,.�..r...-,,.T. a,,,..-. ,.-�,.."..."vw.",»ww.Q�,ww,,.,Mw.,`.,w.«M.n.w,.,..,...��"»w»...,wwx..w,«.««,.».µ.•..w�..,«n.ww.,.,�.w,u,w,,,"w.,.,w...ww.w,,..w»"»,.,.»•.ww�n.w�.www.w..www«w,»«.,w�»..4,.,..,,,.n, .. . -.w.w�«uw�.ww,Mr�uw...,.,„..,5,a.,,..,r,«,,.w_nw..w.,n.�.w,.,...n,,4,..4v.�.»,.w,.n.,,...w.�,..,...w',wn,,w.aw.4..�,.v.,,,,.�»u:.•n.,., ... n��w<"� �.,.D„.M«�..•.n.rw.«�,,„w,w„w»w.vnw.w,r..,,,....»Nv.r.«.M...w,n...,......,•...,....ww,,n..�,w«,:nw,,v« ww.«ww,.v.y,�,«w...»...�.«�N....,, ..,..,.... . �x}$Rp,%�. w ♦.d,►�r.�. .•.��(II�I1III1I}IIIIII I}C�(1IIII}}} }I1 II} II II. ,..o..,..,_r ..na.,r,.,«>._._�..,>.«._v....,,.»«>....: r.rw_...r.rw,a,.,pr.,...,r«...._r...._.nn.,«_..,.v,.i«.,n.w.......,.,.S,v.rw._Jv£JS.,t..«,,>,,«F_,, r.a:._�,«}Jrtiw.rr,..J «,�r.,�«.,:,.r,r.,...r.a.,�a...S.«.,.r.«..o..._•t.,�,.«,,.�r,.., .r.�...,.,Vi«,v._,..„n.w...,n.;»-rJ,rr„.,,rr..��.n,«r«««:_... :..«.,n„_,r,r.r.,«:�,.„«.r.«,,,,_„.,.,.«r,,«.,.x..r,..,.«.«J,-««,.w«.r,..n:.„r„�s.,w„_.,,,.,« .,,.rrr, .J««,rnJ .,�«.»«,..,n.�,«,«,.-•.«f:««.,,r.....««._�r,fi.rn .r:«J,«nf.«.n, ..�r.n.r«.,_,-n.f..ra.r«,..n««.�v,n». .. 'J3 . .n .,««..•..;, `,�,;:...«ra,....,”,.�....w'�S:,w,z�....r«,.,..,_,.r,,,�,k..r,,.n,_«,�,»..,»:««,..,�,.r.n.r_�r._.«.,«,.r...._,,,«..�...«..rw...m«r«...,«rn.r«.�.'=rs,SsS ._, . M x., ..n�.«.,w ...� «x.a r.«,.Jr...a�««.J..w. µ.,..,w�r..,« rJJ.:s,`»«{.• vw?« .._ «,.,S{««r.rws,.#✓n:,J� .,.«rr�'•n.J.J .„, «�,,:v«,«.rn✓_.,.:y�,,_.»,µ'.a »...... f.„,.«n„.��««5r..n�a.»:«•:,_ms�:„:...s„ »»..«, :.:.'.,.� ......,r.,r ..«._...,,«....n,«m.,r«,.a.«..«�.,.�.�,.,..,rr.,.«rr....r..:.,,«.�,«�.«...r. ..«r,Jn.r..,,«.,«...,,v,«.nn"«,...w...v»r..,w..r..,«.ev�MR,.«y,r.« .«_.,«�.r,,,«.�.«,«.ew„.«,�f.',„rn_««t«.J.,.«r.% r.�:rr,._ •w�� y:,.,.h:i.:r•nJ .J.tti.,$n#. = � �h 1 �1 l ,¢ a8 r}pt I w � �. �j t 7 � E No . D/A T 1E ._.._....__ 4II DESCRIPTION I --- i «......,.«...,..» ry ,»,,,r,,,,,«n.....».......».«, ......«..:» I / S r ,.....»«.».««.. ,• r 9. ALL WORK SHALL COMPLY WTY THE 2006 STATE OF— CALIFORNIA LIF O RN I A„,«.,rr,r«,», ”DEPARTMENT OF 7RANSPORTATION »STANDARD SPECIFICA77ONS AND STANDARD PLANS AND ALL APPLICABLE CODES, AMENDMENTS, ..,.,...,..r . .,» ,,,,, ,. ,..,,n.LAWS, AND ORDINANCE SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2, ALL INFORMATION SHOW ON THE DRAWNGS RELA77VE TO .............,«rr.. n,r.r,nn.,,,,.n,...,,, 3) Y EXIS77NG COND177ONS IS PROVDED AS BEST POSSIBLE. FINAL RESPONSIBLITY OF VERIFA PION AND ACCURACY IS 7HE 0-r° . r.«CON 7RACTOR *S. ..,r,,,.,,I ,,,».,...,«.,.««......... „»»...«„««.... J. SEE DETAIL 1 ON SHEET C-25 FOR APPLICABLE COMMON TRENCH DETAILS. .vr r»,....» .....»»».................•.... n.,.»...SOCPER FIELDS N ..». ..».,..««,,»..n»»»... . ....... n,,........,,,».», .... ,,.,.,..r.,................ .....,.,,r., ,:........... r,,,,,,,,,,,,,,,,,,,«,,,,n.» »,r,,,,,,,r,,,,.,.,,»,.,,,,,.,,,,».,,r„,. �„� ,n,�.»��"»�«,»......... „» ...............,�. �...•..... — .. . . . . _................,.....,. ... . .. . .... ..............................»........,:,,.„ « ..., .... ...................vn...... v...... .... .,,«.., W� z ® cKEE ROA .. .........r.... ........... . n....,.... .,.,...,....,....x............. n ...:. .. ...... n...... O ...,::.r.:.,... ........ ..,.. 1 S SIM oPHASE 1 ^.( (SEE ENLARGED PLAN ,.cn I 5 wr NEFFA TER—M FAIR PLAY DRIVE0i T ONN f # ..,.. «., ...«M.,r«a...., SCALE: 60 KE 1 YA r MA P EXISTNG 4'10 PVC WATER LINE o CONFORMED SET EXISTING SOCCER FIELDS Fy -gum I I VE) U L IL Simlywcrw PLA AV c� I` 7.1-207 uAm"VERALL SITE PLAN9 ! i♦ MA ' % • r P BM STATE , FARM SPORTS VILLA �` HASE 2Job No.: P2K219 • • ,.—TY OF -BA KERSFIEL CA L IFORNIA PUBLIC WRKS DEPARTMEN'T 9001 ASHE ROAD 0 1 2 3 cn Li v— T— fll- :7 m CL U) 0 Q- V) LLI o CN T-- 0 z LLJLli z 0 z bi I M, ME N IN x m r*i .............. /"'p? .. . ........... .................. NEW, QUICK _00UPLET VALVES-- P. .......... ............... A. ........... . ... .................. .............. 1� CONNEC7701�- 7vzj �1 i m ...................................... . ................. . ... .......... ........... - - - — --- - ---------------------------- - - ------- ............................ ... R ... . .. . .................................................................................... . ................................................... . ... . -------- . . ......... .. - - -- - -............................................................................................................... -,a.... .... 4/ - - - - - -- - - ---- -- - - ---- --- - - - - - - - - - - - - FF -- — - — - — - — - — - o : #. ....... ...... ....... . ..... ......................... .......... g�\ .... ........../ t ................. ..................... . ... .. ......... ........... ......... .................. ......... ................................... ..... II # .............................................................................................•.............. ............ ...................... ............... II # # # I l .�, I I I II - ............................... ................. ..................... ....................................................... L zz 101 El ............... ........................................................ ............. ....... . .......... II I ;{.................................... ...................................................................................... I ..... ........................................ .................... I ...................... ....................... III � � # �� ' % I Co? �'FIEL D ........ NEW S!"N 111 t.............................•... .. ........... ...... .. ......... ........ ....... ............. ... ........... .............. .................................... ......... ............ ...................................... % J ........................................................... ................ ......... ....... .......... ........... ....... ........... ........ .................... ........................ ...... ............. ....... ................. ........................ ..................... ...... .................. ........ ................ ........ .1 ......... ....................................... ........... .................. ........................... ........... ........... ....... ................. ........... ........................ ...... ...... ........ .............. F rrr.r..:rr...J:..:r.rrr.,�r..rr.r.rrr.rr.rr,rr.rr.r.rrrrrr..r .rrr „ r.rrr.N:r.r.rrrr....:rrrrrrr:rr .rrr..rr...rrrrrrrrrrJ.r:rrrrrrrrrrrr ... . ..... - II I 3". �?,CjF E S \A E. & CF REGISTERED CIVIL u-1 C 46515 CNEER Exp.6-30-13 CITY OF BAKERSFIELD11 1501 TRUXTUN AVENUE C/I - BAKERSFIELD, CA 93301 OF C REVISIONS No. DA 7E DESCRIPTION i1 T 3/30/12 ADD LEGEND. DELETE WA TER VALVES PER ADDENDUM NO. 2 2 3 A LEGEND.. POINT OF CONNECTION NEW QUICK COUPLER VALVE W.V. NA NEW WA TER VALVE VN w NEW WA TER UNE H II # AREA OF WORM III (SM INLAXOM PLAN THIS SHEEI) III#� �� .. .. ........... - - — - - --------- f .............. . . _J I I I # �-I McKEE ROA ROA I I .r: -� j � h"I I rrr rff f j r.rv,v ,ff # # I p II I � � � � I I I # I - - IMEE Ifr. �� r . .............. CONFORMED SET 1 .4 I I j I s ■mr-m - m_i_ I- f. I KE" MA mp mp A A SCALE: 1" 40 mp Leff PLA N Dra wn: DP STATE FARM SPORTS VILLAGE PHASE 2 �iJob No.: P2K219 i" PUBLIC WORKS DEPARTMENT 9001 ASHE ROAD lChecked By. W-2 7.1-207 Es SHEET NO. W-2 OF 126 2 C 'a 1_� C\1 C\1 C> 'Ir !�� 0 0 th C) < 6 0 __J 00 2 0 0 X F__ U) W (Y- �6 X < I (1) �_ X 0 0- (1) 2 ry U< - W ,F<� 1� (o a nr - 0 C) �) M .r- � a (o C) ICT , - - 0 �_Nl 0 LO 'IT 0 't . - I Z'. N Cn �0 < 0. 0 N C,4 --) - ") to �6 - (D :�`. 'T , . . 11� Lli L11 2 t� 2 < I i= 0 Z i,, - � - --r ?� 00 , _J _J � - 0- 0- 0- I I . . I I . . I . I I I . I . . . . . . . . . . . . . I I � . I . . . � I I . . � . . . 11 . I . . . . I . . . I . 1. I . . I I . . I . . . . � I . . I . . . � . . I . � . . � . . . . . . I . � . . . . . . . I . I . . . . . . I . . . . I . . � I . . I . � . . I . . . I . . I . I . . . . I � I . . I . I . . . I . . � . I . . . . I . . � . - I s . . . . =01011NW111 . . almommomm� � j . . I . . � . . . . . . I . . . I � . . � . I I . . I . . � . . . . . I . . . . . .. . I . . I . . I . . � . I . . .. I I . I . . I . . . .. . . I . I . . . . � � I . .. I . I . . I . � . . . . . I � . . I . � . I . I . I . I I . . � I I I . . . . . . . . I I . I . . � I . I . , � '. . . . . I . . . � . . I . I . I ,. . . � . . . . I � . I . . I . . . I . . . . . . . . . . . I I I I . . � I I I I . I . � . . . . . I I I . . . . . I .. . . � � . . . . I I � I . . . . � I I . . . I I � . . I I . I . . . I I .. . . . . I � I � I .. I . . . . . . . " I I . . . . I I . . I . . . . . . . .. . . I . . � � � . . . . . . . . . I . . I . .. . . . � I . . � . I . . . . I . . . . I . . . . � . I . I . . . . . . . . . . I . . . . . . I .. I . � . . � . . I . . . . . .. � % I � I. . . � . . .1 . . . . � . . . . I . I . I I . . . . I I I I . . . .. . I I I . . . I . . � � . I � I I I . I . . . I . � . . I . I . � . I . . I . . .1 . I . . . I I I I . . . . � . . . I I I . . . � � . I . . . . . I � I . . � . . .. .. .00001mobb� . I . --- losommonalsomm- . -.9100020� . -.dommullb, I �111111 . . olowesh�. . Adwmftkh� . - . . . . .., I I . . . . I � . . I . . I , . . . I . � . I I . A11110111111k BEEN . 11�111111 .. . , . . . . : , . � . . . I . I . . . I . . . I . � I . . I � . . . I . � .. . I . . . . � . . I . . - . . . ��.. . . � . "I .. . . . . I I I . . . . . . I . . . . . . . . . . . . . � I I . I . . I .. I I . I . � . . I . � . . . : - � . - . I .. . . I . . I . � I . . I . . I . . I . I � . . I . . I . . . . I . . I I . � . I I . .. � - . I . . . I . . � . I - I . . . . I . . I � . . . I I I . . - . . . I I . � . . . . . . � . . . I . I I . I . . I . � I . . . I I . I . . � I . . I I 1. I . . . . .No . . . . I � . . .. � I . I . . . I � I . . . I .. . . 1. . . � I . . . . . I . . . � I . . . . .. . ... I . . . . I . . I . . . I. � . I . . � . . � .. I . � I � , . . I I . .. . . . . . . . I . . . I . . I . � . . � . . . �� I - . . I .. . I . . . . INNIEN111111pol, . IRROM111111"W, . . . � I . . I I . . . .. . I . . . I I . . . . . . . . . . . . . . . . . . � I 1. � I � I . I I . � . I . I . I I I . . . I . .. . . . I . . . . � � I . I . I . . . � . I 1. . I I . . . . � . . . I . . I . I . . . .. . � . . . I I . .. .. . . . . I I . I . . . .1 . . � . . . . . . . . I . .. . . . . . I I . . . I � I I . . . . .. . 1. . � 1. I . .1 . I I . I �. . . . � . � . . I . . . � . � I . I . . . .. . 11.1. . .. .. . . - . . I . . . I . . I . I . . I I . I . . I 1. . . I . . . .. I I I I I . . . . � � I I . . � .. .11 . 1. . .�, I . . 1. . . 1. .1... � ..... . 1. I . .1 I AT. . . . I., I . �, I . .1.1 . . . I . - . . � . . . . . I I . . I . . . . I � . . . . . I � . . � . . . . . .. I I . . . I . I . . . I . . I . . -------- . . � .. . . � . _900001ifth.- ... . . . . . . . . I . I . I . � � . �111111 ,ddd00hhh� Iiiiiiiiiiiiiiiiiiiiiiiii� , I I moommoull�. , . sm A1111111111111' I .AM . . . - I .. . . I AM I � � - I . � . � A111111101111111111, - . . . I .. . .. . . . I � � . . � . I . . . I � , . I . . . � � I �' . . � . . � . I � .1 . . . . .. . . I . . I . . . "I I . . . . - I I . . I , . � � . . I I .1 . I .. . I . I . . . � . I . .. I . . - . . . . . . . . . . . I . I . I . . . . . . I .. � . . I I I � . ... . . . . 1. . . . I I . . . . . . I . . I I .. . . I .1 I � . I . A I . I I . . . . . . . . . I . . I I . I . I . . .1 I I I I I . . . . 11 . . I � � I . � I I . . . I I I I . . . � . � . . I . . I . . . . - � . . I I .1 I . � . . : . . � . I � I - � I . . � I . . . . � - 1. I . I . . . . . . . � I . A . 11 . �� . . . . ... � . . I . . . . I 1. I . I . . . . . . . . . .. . . . . I ...... . . .. . I . . . � . � . . . . .. . I . i . I . . I . .. . I � , . . . . . I . . ... . 11 I . I � I . . . I I I . . I � . . I . . I I I . I . . . I I I I . . � . I I I I . . . I . . � . . . � � . . . . . I . w ,A& ,Oft M ^E E 11111011ft . . I . . . I . .1 .. . .. . . . . I I I I .. I ,. . . I .. I . I . . . . . 2 . . I . . . I I . � . � I I I . . . - . . I . I . . . . . . . . . . I . . . I . . . . . ' D 5 � Coft; Am 9" *% "A *% . I . . . . . . . . . . � I . . U ut 5n B 'A' K ERS F .1 I= L Ja I a - I . . . . I . I . . . I I I . . 9UU1* AOME Ko""Ar""". � . . . . .1 I � I . I .. I . I . I I . . . . I . . . . . . . I I I . . . I . - . . .11 I . . .. .. . I I . . � . . . . . I . . I. . .. I . � . . . . I .1 . . . . � I I . 1. .. . .., . . . . . I . . . . . � . I . I I I � I I . . I I . . . . . . I . .. . . .. . I .. . . . I . . . . .. I . . . . � . . � . L I . . . � .1. I .. 1. . . . . . ., . - ... . I � .. I . . . . . . . . . � . I � . . . . � I . � . . . . . . . I . . . . I . ... I . . I . . . . . . I . . . . . � . . . . . . . . �. I . � I � . . . . . ... .11 I I I . . - . I 1. I . � I . � . .1 I I I .. IL .. .. - .. . . . . I . I ... . . I . �.. . I I I . � .1 I . . . I . . I . . . . � . . � . I . I . ... . I . . I... I I I . . . . ''..., I I I I I . I I � I I . . I . . .1 I . I - .. I.. I.: . . . . . I . � . . I I . . . . . I . . . . � . . . . . , I I � � . I ,� � .. .. L . .. I . . . I . . . . . . . � � . I . � I L . . .. . I .. . . . . . . .. .. . I . . I I . . . . . . . . .� . I . . . I . I . . I . . . . . . I . . � . . I I . � . I I 1. . . . . . . .. .. . . � . I I I � . . . I . I I . I . . .. . . . . 1. . . . . ... . . . . . I I . . I .. . . . . I . I I I . I . I . . . . .. . I � - . I I . � . . . I I � . I . . NNOWANNOMMOM I . . . . . . � - . . . : . I . . � . . . r . ,. . . I . . . , . . . . . . .. I . � . . . . . . . . . . . . . . . . I . . . . . � . ' ' . . . . I . . . . . I ' . I . I . . . . I . I . . . I I . I � . I L . � I . A I a a 0-%, 100#& . f-* f--*% M . . I ON r=% ?m% L I f"11L . . . r A � I . . . - . _Oft� I - I I . . I . . . : . I . . . . . . ` EX I . I b I , .N . � . - IN ww* I I I L " R`%E �L - 0' I ` E P"'k LA N O -T, TO' SCALE I . bNEET. . U I � O"% E N . I . ..., I 1' E 4 . 6 I b0o"'LE' 0" ' " 'A U I . . . . . 'L mERALNU b . I . 111_..�' �� UUU M`ENTS * K z5rulN UN U . TE E K' ` E 0 Uo" ' " U I PR` E a L . . . � I . r I � � I . . . I . . � . . I . . . . . . . I r . r . . . . � . I . I I . I . . . . . I . . r . ______________ . � � I I . . . ____ .- � I I,, � . . . . 11 I . . . I . . . .. . I . . I . . . .. I . . . . . . . . . I . I . � . . � , . . . ' I . . . ' . . I � . I . . . - , I . , I I 1. NOTHING IN THE PLANS AND SPECIFICATIONS IS. TO BE CONSTRUED TO PERMIT . ALL DRAWINGS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES:- ' . . . I . . . OAD . GENERAL INFORMATION . I . . . . . I I . . .. . . REGISTERED DESIGN. PROFESS IONALr '' . .� I GOSFORD R . I I . I . . .. I . . - L I CONSTRUCTION IN CONFLICT WITH THE REQUIREMENTS OF ANY CODE, LAW ORDINANCE r . I L . . I . I I . . . . I ". . -.7.. ....'-.'� ; I , ... I r . . . . . � . * - , ... . , I I ..;.,... . � . . .1 r , �.. - * -.7.. , .. .. . . . ..... I 11, . . . . . . . . . . . r . . . -_ - -_ - __`_ - "' I . - , , - , . . I I . . . - - ---..-. 7. .-..-, `,.-_�, - 'I I *, 17 ; - -.1-.1 -.* ... I - r . . . I . , . , ... - . - . . . - - , ,....*. - * - ... _. I . . . . . . . . . . . .**� . " "` , . .....'.... ` * . .. . . . � . . . . 2010 CALIFORNIA ADMINISTRATIVE CODE, CALIFORNIA CODE OF ' . . I . . ....,.7". �.-'.fl.-...�..".....-...-.*:,-...*...:..".*..*.-.--.7..-.�.7...,-...�.-..*�*-.,..'...--.*...-..-.-.1--.-_- . � . . . . . I *** . � �.,-..,-.�.'.�.",.--*�'...*.'.*�'. ....... , ........-...-, I. G ENERALINFORMATION I '.... , " ". , **** r-- .1 . . . . . r � . , , , ".... * * - -.-....,-...--..-.-----.-- * , " - - 1+*., - ---.- �4� .- I . OR REGULATION. IN CHARGE: . ..., - - 2.__.vt.:.,-.�_"11 . . . ' � . . . r I . . .......... - 'I��,.,�''.",�".,..*�.'.*�..*.,.*�.-.. - .�_ � * ... . � . . I .. -.1 V. .... .-. . . . . . . I , . .. ,I. � . ''. , ..... . � I . , . ..',��. - . , , , I � _ . --- _ - ''. - I . . . . I � . I ..... . ...'.."... .. - .7-.. - �2-, .. - - I � . . , . . I . , , _:'..' . '.. ._�t,-.--.-*.-��.*t- , . . G002 - CODE INFORMATION SHEET - I I . . , .., - - - - .. ,,, ��' . . , , , , - . . . ... .. 4��- *.,. *..,. . I . . '.. .I......'..'.......'.. I ,_ .. . I I . I . I . .. --� - ..-..-,,...*t�..�..".................. , - ...---.-.--.-.-.,-.-.!, -,-.. . ,,�'.. I I .. . I...",...*-..%.,.,.. *.*.. *.'. I . . NS, TITLE 24,,PART I .:,'-.'� . ..... .*" r 't*.'..".*.'.-'.'*..'..,**-'*,.*.,*:*.,....,.:*;"..*-.-,-.,",....,--.*-*..-.'.-.'..-'*.*..-- *_.. . REGULATiO _... . . � .'�.' ,_*.'.*, _---'.',,.* - . . . * - - - i.-� .. � I WILLIAM J. MELBY . . . . .. . . , .�., .... .. ,.' .,.- ._*.1 .* � . . . � CALIFORNIA BUILDING STANDARDS COMMISSION I . I � . . I . � .- - , . ..' .. ..''.- . .. .1 .�: ��...-.-.*...--.* ,-- -,-:,� , I . . I � I . � . I-- * * - - ` "'" - . . . I . . I I � -16835, RENEW r .. - -, - * . , , ,� , 1�..`_ �_. - -.`.%--*.,..-- ` .. ` . . . L . . . I I ..........,-......-..-..,..�-.*.�*....'. - --,*-.�. -.�.- .-.*..*.*..,.,.,...*.:....�.-.--. - " 10 . � . . . . LICENSE NO. C AL DATE: 12/31/2013 . . -,...., * .. -. -.... .-- - - �-.,-. ............. . , .J."..'... '. - - A.. - '.�..-.."..-.*,-.-'.-....."........* - ...'. . ... . . . - . .. . - - - 2. ALLCONSTRUCT N SHALL CONFORM TO THE MOST CURRENT ADOPTED REGULATIONS. . . , i..."...-.,...,,....*.--*-,.*.,...--..,.-.*...-.'.-..---,, . .. .. - .. . . . .-._........_.I _...'......'.... ' . I . - .. - I , I - - . . . - * - - ....�...,.'.. -*- *......--.'..-.'�...-.*"...-,�- . . . I . . .....-. *..-,..--'.,,�..*.*-,-...'....*--- .-.-,-:.:. .�..,...':. I . . I . 1, ., . . q . .. . . WINGS .- ... . . ,.... -..-...'�%.'.*.1. ...-......�'*�'..-'*.**..,"..-'*.� ... - ** - - .� * � '..... . - - -, I I -t. '':,.,. ............:...,...,.:...*..,.�l.'...*,-.-:.-..,.........":..�. . _,... I � . . . � ORDIZ MELBY ARCHITECTS INC.- I . , 1. - - _`-`.. - . .! --� .`.�..,.,_'... . � . ' . � . - .; - ...-- --.-.. -�,-,-. . .. .1 .---.--,-.......*...I..,..-..-�l...'....,- *. - ARCHITECTURAL DRA ' . . - - ..-....- -� -------.,.-�.-.-_.-�. .-..-. J .. - , - `.'.... I . I . ..,......... .....- ......... - - * I -.*,-*.1.-.... ...... ..�."..*...,'.".. I I I � I I . .......-.�__ ..__ - ... .. .. ...". .-_�". � . . i � , . -".-. . - " . .. . . *. -,.'.,.'... " . 1'�11. - ..,. , - - " I . ... . I . 1. *,f---.-._.-*.*"_.-.. - .... IZ-...... . . . ". - . , . 2010 CALIFORNIA BUILDING CODE, CALIFORNIA CODE OF . . . I , 't J.* "..., * -...* .."- '.. - , - " -** ,,, - - � I . . I - ..-. -, .... . - - - I . ,,.*,' J*.,., .. - .. ...*.. ..* .. .". . ,.-� -.-. � . - - ... . , . . .. .. .. � . . , .. - - , , 1. ' . . , . . . . . - - 1. .., .-.*. _-`.,1._'.1-*.%*P-* M,W0q�4--*`-`:_-. - - - , . ......1_.'--'1-'::�: . I . 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO CONVEY AN OVERALL.' 5500 MING AVENUE SUIT�: 280 .. -'. -,1.`.'. -.1. , -�` . . . r . _,%,,,...r.-..,.-,. _ .. ....'. '. . � . . . . I . '.,-*.., .'.,.-.'.-, - ' -4-2-.. -.4 ......-k.........-..,.-...-,-.-'.*...-.*.I- . �. I I . .1 .. . .. .. t .1 .., .".. I I I . --.-.,. - .. . .. .:. REGULATIONS, TITLE 24, PART 2 I . ' ,._._9Z3-QA7 .,-. . . ...."...... . A111 SITE PLAN . . . , � .. �.. - . . . & ,. .. - - . DESCRIPTION OF THE PROJECT IN SUFFICIENT DETAIL FOR ITS COMPLETE CONSTRUCTION. r . . r BAKERSFIELD, CA. 93309. � I L �-.-,1,.",.* _..,-*-.-'...* - ....'.'... . - . . . , . .... .. ..-..�'.*.*-."-'-.'-.*..--'-...,.. . � . . .� I . "'. ..-' - " ** " -, _.."""'. - - - - ` - - "......, *.,*. .,.,.-. 1, . . . I - - . ..-.-,-.-.-.-.-.-.-.,, 11 ". ",..'.,.,.�--*.-.*. - ., " , I . . I - .. .. . I . . .." - , * - - 9, , , ...... .. 1�1- .... - I � . . . . I . . , f.._ -.._.-......_..._.*1_,-* - �.'- .%-.-",.,-.-,.-.,.,. .'.*. . � - � � .. .- _. . ... .�-...-....�.-.,-...*.-*.,...,..- . - --: ..., ..., . . ... .. - .� - .'. .. ... - *-.- *4.. , -'---.'-..'-'--.-.-.-,--.*-..**-.-.--'-.-- �:--.-,.*-:--,,.,-,---*-*-`- . ,.*.,.'-T4. . . *-.*.. *W.- � . f, ...-Tw.... . I . . 4.. ..� . 4.. ..� -1A .� . - .... _-._�4*W . CALIFORNIA BUILDING STANDARDS COMMISSION ._�.*.��- , .. . ", . SOME CONDITIONS, WHICH ARE COMMONLY ENCOUNTERED IN CONSTRUCTION OF THIS . . I I (661) 832-5258 1 ,-*..,.'.'..-�*.*L.*..-*".*-... .. .- N.'..... , I - ..*.',* ...-'.'� , '......, ., ...' -:-%,.,-,.,-.-.,-*-,-.._.... .... .. ."'..., A121 FLOOR PLAN - I I . I r , . . .. . - , I .. . I � . . . . � . . . . ..""I."-.-..-..*-.'-,-..-.."."-,-..-.�".'..-..-.-'-.-.,'�-.-.'..*.-.'�,-.."..*...*..,.,...*.-"".*.,..:...*.�,..,-..,...*..,. �,...-.�.. ... .A.- .,.-., -- --, . . . . _ ... ..'...*....'. .t�*_ - f . . 1 (661) 832-4291 FAX I I I . - . ...�. .r. , - ,.. . - . , '', .. .. , [ ..'.." . . I . . . . . � � r , * "...'...."..'...'..... `.- , - . ........... .�, . * *. .- I � .. I . I . I , - TYPE AND/OR CONDITIONS WHICH RELATE TO SPECIFIC PRODUCTS OR PROCESSES, MAY . . �-.-.'.-..', *.*.*',*., *'',*`**`--. -'-'."- J` *-�. ... ..'� 1. . . . * - - �.-... '... I I REFLECT �. . ,"',".", . - . . I .. . I � - - ---, , .. I "I... . r I I . . .`-------.- - ---�--.-.----.-..-..-..-.....-.,.,....�.... .7. ..-.-..-......-..-...�...,..-..'It _--.--I`*,. .,�'. ..."...."..... . � . . , r I I . I .1 , - - .. - - - ..... .-'.* ..., ... "*�-",�'-*`_-' I . - "''.'........ .* , . . .. . � . A131 ED CEILING & ROOF PLAN . � . -.,.-.,*..11-.- ..... ..., � - .'.'.. ......:..:.....`..*.I 1 20% -......., -......�-.-...............�..-...-.......-..... . . �t S .1.f -*.*.--1.1_ - - %t.. I v . �, -*-,_ .--..' - ig - .1 . NOT BE SPECIFICALLY DETAILED IN THESE PLANS. ALL CONDITIONS NOT SPECIFICALLY CALIFORNIA FIRE CODE, CALIFORNIA CODE OF REGULATIONS, � . ...�"...............-...-..-...,�........-.,..-..,..........��...............,.. ... I.%..--`-'.**.,.* I .-1-._,1" ... .. .. �..., . . . - ...\..,................-....*..---� ....-,-'.1,.. � - - �� -. .. - .1 , � I . � . I � .. , I .. --.-.,..- ` , �J. - ` . _,_ .. .. " � I I � nC)CynC2f)C=1 � I . ... ,., . . 1. I . . I RESPONSIBLE PARTIES 'OF DOCUMENTS , -'*-'-* -�-..* "I--` 2-* - - .- . �'. : . .... .., ,,, . ...- _-tl . ' -ART 9,CALIFORNIA BUILDING STANDARDS COMMISSION ."....- . - . ..'�-**"-"*'*-""-*."*,-,.-, 1*.%�-! I . � 3 *1 --�� ...---.-.--. --.., ...., --�,-y- . . DETAILED SHALL BE CONSTRUCTED COMPLETELY PER THE CURRENT STANDARDS OF THE TITLE 24, P . � . . . . , - --.-.-.- -----.- .. '.,, - ,,;,.-",.-"*..,..-.'-,..'..\..*�...�.,.*...*-.*..*..**..-.,�......."..--.--.I."..*.., . �..�.--_--....- -.- .. .. . I . . . . �. . *. .�....-..�....t..............,.- :, ,-,-,-`,-::. , � - - .. - ..J. ., " / I . . . . . .. - , -.-.----.-- -� -� *� . ....... .---.�,.� I INTERIOR . . . . . . I . I . .*,-.: - - -. _- - --'--'..%..'-.'-.'. - -.*-.'.*' * " , I A231 ELEVATIONS � � . . .% - - -f " __ ... - ._._..__1--`--.1 _... . . . � - . . - -y-_----- �-,��. a.-..--.-..--.--.,. I . . . * - - ..., ,��)....-.,......,......-..,-.:�, ..... - .. . . . , I - . - .:...*...*..,*f.,..."..*..-.*.'�-..-.....,......-....-,......,....-.:,..,.....�."...*..,.�",... - , ... � _..._ . . . - .. .. -� .., I . I . _.. . . .. .. - . � I . . . , t-.. , . ... I . I I I . .... - L . I I ._...._".�..,..-.. �� _�n � . I - - -.-. . ..... . I . . . . . . .. . . . . - . . , 232 - ....'-..'.'�-1.*.'.-*. ...".,..*.,....,.,..*'-*."-*.* .,...,�r� ....1--.1 .." . . " , . . . . CALIFORNIA ENERGY CODE, CALIFORNIA CODE -OF REGULATIONS ._. - ,� . . . ', "**�_ I , ---*,*�. "-.-,.*.,%* - -. I WATER - . � ,.�. _3� - - - - -, .. -. - -.*.--,...* ... I .--� -.* -.1 .." %, ..--.. I I . . APPROPRIATE INDUSTRY AND ANY APPLICABLE MANUFACTURER'S RECOMMENDATIONS. ' . PREPARED BY OTHERS: . - - ,-.,- * . � 2010 .�. - - ....,... _ ._--1_7_.*�,-*-*-'.**.'�*_ ... WASTE . 4 . . . X _.'.1. . I . I . I I 1. , ., '. , 1. I ....'. " %� .4'. '-.-.. -...*.'�- -.r.' . -..��,�,-..,.,��--.,..-. -.-.V..-�v.."".-��.;"..-��.-- . A , . ' . I . ......'.. . . . ....'. . _..-_v'. - TREATMENT PLANT - . . � . . . I . �.'.'. .... ... .. ...." - - r � . . � . - INTERIOR ELEVATIONS I � . I . I 1. ...". ...1.1. , .. , "'. .. - -��-*�. . . ' ' .,.!,..."*.-.*.'.-'.*,t,.,.,...,..,.?, . . - - .. - - - - - ,-_ . _� I - - �1 . . � *4'. '. - - - `* * - �., a ..*.,. .-- * , - ,* " I I I 5�_ . 11 . . . TITLE 24 PART 6, CALIFORNIA BUILDING STANDARDS COMMISSION � Z . ../ . I . I , . 4. THE DRAWINGS IDEAS AND DESIGNS REPRESENTED ARE THE PROPERTY OF THE ARCHITECT r I I . � `- * - . --..-.. .- ,_ .�. n...'I .* - .*V... - .I--..,- ... ..." .. .. - llk� - . ....* -.*i..'-..'-.'.--,',.l*.'-.*-.*...."�'.*..�, - - - - - - -.Y-,�%-., ...-,.-.-.- -..--..-.-,--.-.J . . r I . ... .. - .-� _'. . - - . �� ..*_*X .`,.'� "."11- . . . I I . . . .> , . . .I.... � x. .. . . ) . . I . . - - - * . ,* --'. - --.y .,�..41.'.'.'.,. � -,-, [-.t - j. , .1 EXPANSION s2PRF��i , - - - - '', , , , , . � I .STRUCTURAL � MECHANICAL . - . . -,'.' .9-.'�*.' .?�.,k. ., .1 I . . . I I . .'.-.*.- I ''... I . . . . - . . . . - - - - .. 1-.'., .4.1".i. - *.1., I , I I . - , --,.-.-.-.-.-. ...�.-�.......'.... ....f. .. . � I .. . . ... ............. � . I ..,-`,-,,_-,- �i,...-.\- --.--- . . . I .. *.' - -, - - . ...1, - - - 1 *-:1 , . I . Or .--..-J",..:.....,,I.'-.*.-.'.-.,.'..*�... . .,--*"..,-.,--,..,--, -.' .'...., . r.1..._.,. -.,.--,.V '...J...*.�.-.'..t._W . . . . . .. ..'..:..:'.1_.....". 41 - . . . � � . . . . � - .,.,. .*.-.*- , - ...../,.-..i:..:..*.:�..*.t*.-*.,......�'.�f"*I "'.,.`.- , .. - . _.- ..*,,:: * A302 WALL SECTIONS r . . , .... - . 1* .V - -V `.'.."......-t.." . - - - ,. .-.... . .-...-.---.-,-� . - * , * .... . .-. ,-�..j--....., ... .4---- -. . g.*,'. - . .�'.. . .,.. �, . ' - . I ... - .. Y/ &* . . � � ..,-..f,.'. *.-:.�-/, 2010 CALIFORNIA MECHANICAL CODE, CALIFORNIA CODE -OF REGULATIONS - ' - .MARTIN &ASSOCIATES - - FRESN I -.--.. ------,-..--.:-...-.�- . _ .,.`-t,..'-..*.'f- 04,*,., -,-,�.-..-,J.. ..i,.-.-.1..1 .1 . . - ..i . .., . I . I JOHN k MECHANICAL DESIGN CONCEPTS, INC. .. .....'.... .. - ... . ...I. -.--.* - r.*** %1. . . ' . . . I . -...-. . -, , r.J�- *.*.. '.. '..". .-.*I,**...'�..".'..*�."...'�.'t�, , I , - - I - . . _. . . .,.* . __". . -f * �- . . � .'.�..'.-.'.I'.-'.'--.'.'.'.-*....-.�'.-. ��*'- 5. ALL CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE DONE BY AN . � . - � .-.-. _',.-f.- - - ..4 - - .i.� .t .. . -... _� .._1.'-`: -.*.,i_.*-.`n.� .. - '.. .- - .- - ..' ' . . . , . -.7. .. - ... ,.,...�.*,.-' I . . TITLE 24, PART 4, CALIFORNIA BUILDING STANDARDS COMMISSION . 950 SOUTH GRAND AVE., 4TH FLOOR I 1060 W. SIERRAAVE., SUITE 101 .�';.'..,-...._� . ,.:, -�.��, " '.' * , - ............... -, I'-.,.-'.* .'.-..-`f*.' -1-..-'_., �...[ I . I I - DETAIL SHEET . . I .. - , , - , * - , - - - .. . , *� .*. ".. . . ' '.*..-' " - .� * -1 _- _ -, .. I � .,�,...,-..-,..*.,.'.,.*,.,'.*,..'.,..,.'....�. .'.'-..-.�*.,..-..,..,*..,..,.,.*.......,...*.�.-...� . . A501 . - I ADDENDUM OR CHANGE ORDER APPROVED BY THE OWNER AND ARCHITECT I . . . . . . . I . . .. r I--.'y'--'-".y*.*.r I,r,,,-,, **. *.*...,.,. .1..._,.,.. ..... - * ... . I . . . ',�'..'.'*. *',.�.. -. �- -.' .-�-- d'..."', - - _..-,.,.J.'-.t. * . '. .'.-.I. . I. r - I . - . . . I . . . . . LOS ANGELES, CA 90015 FRESNO, CA 93711 . ., "-... T.- ."'i .^., .,.,, -*.'.- 1%.i."im....I...... � . "' "*i * .-.* , . - . - . -1 . . . .. '.... 'f....,,.. ..,_...*..,,....,.,. - ,.. .1. - -J*--,.*-t.`-- I - 1, . * � I � . . . . I ...'.. "..'.'....,.�.. . ., r . - .. , _- I a..., -.)**. - ....6'.... ....i --..j--. . I A502 AIL SHEET .. '..*.'- 1- , , , � - - * .*.-.J'. I . I . . - . r PHONE: (559) 437-0376 . I .... ..,��,.. - ..r i . -7__,-_-__1 . . . DET . PHONE: (213) 483-6490 , .. � 3. .*.'.-__.-1--7 . - \ ._...,_..,..-".. -.'. '.'. -.,., "., - .'.*'- ." "41 . . . . . . � . ... . . . . , I- , "", ..........]i.. *. -.-.,.. � ..,.._.,...._....._, . * -j.' ..'J, ...", * ", . I I . . . � � - . - "..--.�l...'-*.,..'...��"..**.-'..'.-'.,.'-.*-.-'�-.� -�. -.�.W% - .....-.- -- - ... .. CALIFORNIA PLUMBING CODE, C L' 'OF REGULATIONS - .'.`--'_..'. f '-*'..*.`-1*�1*__` 1."'.1'.1., _., .- ....- ...., A . . - t .,% . .., -.---*.� -,..-, .., * ....'--f IFORNIA CODE 1". ifii� �** ..*-* � ".*.1"', - . 2010 A ' t �- .......".......*:.. .,.*-. .-.-_-..-,.-,. . . .,�.,f ...'.... . , . . .._ � CC 111111111111111111111 1111111111111111 11W11111 1111111111111111 . � � I I 11111111111111 W 0 AVmqlk = = fm% 12 = = F S IL R IN -M 13 C; F? 17 1;t V*Nkw L��) P#1 U I L , I N 111111111111111111111111111k, 11111111111111 11M �� Iddomobb� �� M " 11111111111111111 M 111111111111111110111111�111 110""Mm mT t �=111 Fil %9; ka 11111111111111 I )k oil, F =------.-- = . %317 k r I ? ID 1;tI7 V I Im L= 11:0 ALL DRA1 I __ 010 ;1�7- .., - . 2 t.** . :i. '.. . . F . '' - I I I I Wd"., I ! I '- I � K`�' I �_ . I - 084 -0297 - . . ��,-..-- *....., . _.,� ` 1; ,,r,. ,,.,. .* " .-..' . FAX: (213) 483 FAX: 559 % .. .. . � . 1.1**...1'.*..4.V.,l IONS UNLESS OTHERWISE NOTED. . I � 3 �� 437 I * * * 'I'. . . . . `..,/ - .1 I. .1 . . � I-. "...., . 6. "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDIT . 1, I - - - - - 0 �..., - . , . . - - - �*� - -.*.:t.. , . . -......i*..'�.,.�..,.;.,.,..,".,.*.,*".t-..",� .. . , , - -.-.%'-.*..'--�-`.,-.-. _........, 4-1. .1 - . . . \ : .* -, - ., ,� �.' '' I A503. DETAILSHEET' . � I 1* ..� .. -.*-.* -.*.*-.-. --. ... . . .-- .. ... I . - : MARK BASKIN .... - . ..'-.�.,.,*,' .., -.'-..*.-.' -.'..`,.,..:-.-,�-.. .. - -�i-�-. .. - .. I . ' . I , . ,.*-V--- ..., , ., , -,, .. .-_*?1'.,.* ..". * *,*.,*. �*.-.:i*.%-,*i,,.-..'.-.'r, * - � . . ..... I ---.-�-..-1-.-. -.-.�1-%,��-�4"-, ',-'..�.-'. .. - .�.'.-. . ..-..,-.-...7..-.��-..-----.' ,.*. " . . _L "SIMILAR".MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. . TITLE 24, PART 5, CALIFORNIA BUILDING STANDARDS COMMISSION I CONTACT SATISHMATANI . CON1AIC . - - " . A, 'X , _. � ..., - � . . . I I . . . . ....... .. -_i..,..-.._."----,..,-,. ." * *. , --I I I . . I I . . I . _� .-.-...".-�..,.,.-...,.,.....*. - � _!!�i I . I . . . . .. � � . I . . . . . - . I I . � .',:*.*-.*.I,-.'.'./'.*.-.*.'-.*.'-'�, * :.,--�*.,'�� ,��__-Ii "� 1. ... . A601 ', . I � . . . . . . :-:�:;-Z.-.: '. - . I . - '. -'.1j'.-'.'.- -..1. z,,-.-..--,---,..�.-��,,-O:��,�� I . r. . . . . . . � . . . ..... .. �.�� I " -1 . .. -._�7' .,.,.*..'..,. . . . .�� ". I I \,.I ,r., . . . I . . I . . I . - . - - - , W"! -.. ... "...... .. -1.*..-,.1�.-1.'. . . . � . . . �_ - r . . . ." *. - * � - * .. �., . ,. _'.., ,.-.-.. .-N... . I -,�.'N - .. . , i ,.,, I . -j -,A � �,,l . ,. . . 1. . . "S, - - % W. -, .1 I I *.*,-'-*.,_ , , , .. " - .. _K". .�� .,.'.'. *.�..* . . I I � - ... 'T"". . - . . . - .... . ,,_., ..-.. _1 A -'. 1-� -� ,w ,',-.., . - ,_." I . . ' . . I . . . - - - "* . . , . . . . . . . -.� -..-. ......�.'...."..�.. %%' -:*.*. , .. ... ...T, I - . . I . . � . � . . �...._ . "' .��'_ - .. .. , '.., r . 1. - I . ,�, - - - - -,, -,,.r .. -, -.-, -., ., . . I . - - .. ... . .. . � � . . ... .. '. c". & . . � . I I I . .. . . �,-.y.---. 1. - - �� I . . - '' �- ... -..�-..---.\ ., - .:�;t " j. -..-. .-. ".. .. .. .. . I . - . . , " -�-'-` 'u.....- . � "I. , . . . .. .4.�..A'. . * ffi . - I . STRUCTURAL DRAWINGS I I � . __... . ,.. �". --.--.--...-.N,.�.,-.' . %,� . CALIFORNIA ELECTRICAL CODE, CALIFORNIA CODE OF REGULATIONS . - . [_._...;%-.f � I" �v .. .- - 1 2010 .ELECTRICAL I . . ,�.A - - .f . .� & - r I � � . I . � *. k. �.4.1. Q-,� �i�.�;� * , ..-..-..*.�.--.,.J..*.,*�...--., 7. DO NO . I - , ,�� v I � �,- , ;f-" . _*-'.*.'�1.*.* -� TITLE 24 PART 3, CALIFORNIA BUILDING STANDARDS COMMISSION' 1 .;��.7�- ** . . ALL DIMENSIONS, . JMPE-BAKERSFIELD . � . .� '� � - ��, ;�im., . .� . I . -�, .. T SCALE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO FIELD I 1. � I K 11�. I . VERIFY . I I . . 0000000M 1111100017101:10 000000MM IIIIIIIII1000000. 00000MMM IIIIIIIIIIIIIII00000 0000MMMM IIIIIIIIIIIIIIIIIIII0000 00IIIIIIIIIIIIIIIIIIIIIIIIIIIII -MMOMMMOO. 00MON-ONN - -ENNOMENU MMMMMMOR IIIII, . �� I . . . . I . . � 0 R �� D, I Z ".. . . .. I . - �� . . . . . . . . . . . � . , . . . . . . . . � __V1 E.L�BY . I I . - ARCHITECTS, . INC# � . . . . . I � � I � . . . . 5500 MING AVENUE. . . SUITE 280 . . I . . . BAKERSFIELD, CALIFORNIA 193309 ' � . . . . � � . TELEPHONE I . � (661) 832-5258 1 . FACSIMILE .. . .(661) 832-4291 . . . . � . . I I . A R . . . . i . � I \ 1, 0 1-4- IV . I .... . . . No. C- 16835 . * DECEMBER 31, 2013 * . I I 11 RENEWL I A7E . 11 �� , v( __� .. I � v( . DANNY E. OWIZ, AIN . . ARCHITECT C-14,72 I � . I - 1, ir 3y,/ WILLIAM J. ELBY IA A . : . * 1 ' , ARCHITEC C-1 835 . . NMMNMMMM, - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . . . � . . I. . . . I I I I I - 1. .. .1 . . . . . I . . . . . I I . . . . , ,. - , \1 � *1V4`_` .6� *..v,.�-* --�-�',,, I*` - . . . . . . I � . . I . � .., , .. - - - . I . � . I *5500 MING AVE., SUITE 251 . . I .,., lo,�.... .....,.: V.*.......,, .. I I . . . . . � I I . . � . I � . . * - . - .�.. " . I . . . . . . . . I . .1 . - I . I � I I '-.'.' . ...-.... ....- '.. - - � . . . . - .,.......�".'.,..'.,..'.*..--..--- \...,...�. - '.. GENERALNOTES . . . . . ........ , �.�-0_:` - - 61 � - - - . . ". * .. 1. -..*.'..*-'.'.' . ,,, ` ��".`.,*.`_.' I - --.--.--.---�- ,** " .. ... -. 11 I I . 2010 CALIFORNIA REFERENCED STANDARDS CODE, . I I . I .1 I . I .. . .1, .... � ...Q... . - v '.1 - ...." 'X.--,.-.,1-.,1 .... ,-.'.' * I . IS7001 1 - I I . . � . . *. .1 I � . " .. ..,. - �,. - - , . ""', -.* **.,'.*. _- . . . � . � . I . .. . I . , I . - , . - .. .-., - `*� ................,'......*.., ,*-.*-.1..'--,*.-._, I . . I . GENERALNOTES . .. I . . I . - '' 4�1��-;��i .. .. . ..'.-.'..*.v, . , '.1 , . "I . . . ..,.. . J * " , A N IM * ; . .1 . " .. t-.- �A .-. \. - .8. A CITY OF BAKERSFIELDPROJECT INSPECTOR SHALL PROVIDE INSPECTION . . . I . . I BAKERSFIELD, CA 93309 - � I-' , .-.-,'0. .. - . � ' . ..... . X ., . - 19, , I . I . . I . I . I . . I . Y... - _� . � `1 -i .. � '� * .'.'.'\....'.N,'-.'.�.\ ..-.. . .. .1 'I..-.-.. ....-.. -, � , . . . I . I . . . . . -T12- . . . . I . , 1'.. . *.1. .,.:.-, .. ��W-. V. , , .. -, . �. ..J,.�.,. .. . 1P I" 1 -002 . . a - . . I . " . . . � . � . ' . I I . . . . - - .m.'.." , '' , - --.--...-......�-.--* I.* - � . . I I . . � . . '.' *. - 1.*.-.- "'N ,-....��...\;�!:-�.�-.'.-,�,.-..-.,,,.. ... . . ... , ... . . . I . . . . . . - -....�.- '.1 \. -�, g. . �. - - -- - - - ......'... .. .- � . . . CALIFORNIA BUILDING STANDARDS COMMISSION I .� IN *_� ., �, ... - . . .. -SET � . FOR THIS PROJECT THE DUTIES OF THE INSPECTOR ARE DEFINED IN � PHONE: (661) 831-7851 .., - , N\ - -N - - ,...,.�� -,..-."*. -.... . CALIFORNIA CODE OF REGULATIONS, TITLE 24, PAR , .`-,.* .*.I: -**.'_*P.* ��, I -X: . . . . . I., S ""'., - _-t - �/.' ,--'�*N�.-.\.N--.".*.,..*.*.*.�.,.".*J, .*-`.'-'-'�`.'- . .,-.-J.,*-P,-'..-�*.'.V�,k-- --*-'-'\.�-� -A ,'--._\:1' ,1. \ . I I . . .. � .�� '... WASTE WATER -S-003 GENERALNOTES, . . � . "\ .;".i m._......-.,--....-... CONFORMED ...... . . � . . -...*'.�.1.','...'...'.',- .\ \ I.......... . I I . I . . '.,�....t-...-....-.. '.'-'--'-..` - -- "�*_-t'-. . . . . . . . . - , _�. * . . . � . -I. 1. X,..', " *t -N - . .r -.� .. .. ; �---\ *-.*. *� . . � .. .,.\ '4� k%.\.�.\,-��' .��,�. _' ' � I I . . . --.--%,: .. SECTION 4-342, PART 1, TITLE 24, CCR.. . I . . . . FAX: (661) 831-7813 . . ., 11A1v`*..,,*,'.-*-... -`--*1----1 -.. .-. " .. . .* .-.' .. TREATMENT PLANT � . 'I-.-� 4r'-'.-.'. , ' f I . � . ... �.,.. ., . . . ... -�)T� ....'... ..'... ..... ... I '. .. ... V r�� ....... , . , . . . . . - . - - . - . . � . . -.0 -** .**.,-* .. - . ' .-. -��4��.�.-..'.. ...i . . . -.---. ..'.% I . . , . ' \. ��.,.. .1 . . '. -I-, ' ' '. '. . . . . � . . . ..... . ... '. . - .. . . . . . . . � � I .... - /.* - - , .1 , . .. " .. - . .1. .* . I . . . I . - -.. .. ... .. __ -.[.. _ - ...".e - .. .. � . , . .... ... .. . � I . � . I I I I � I . � I - JOHN MALONEY I . �. .1 . . - . . . � I . . I .. - ., - -e . I . . . . " , - �--- *?�-,-,..-....-.-.,.-...-.-...-.-..*.-... ... . . . . . . . I . . . . . " ..'.."...'.4. ..,.I. 1, .� _ , I . . , - __ . �.'. - f I . . �� - � ...... .. I I . . . . ..,.".._-*.t..._.,..-. , 7* � * -�.--.--.-..-.--...-. -.%*.-.'-1-.'-.-..`1..' . 2010 NFPA 13: AUTOMATIC SPRINKLER SYSTEM (CALIFORNIA AMENDED) . I I I . 01- * , . �' .. . '_., , . . CONTACT. .'_.'.,1.'111-'.* . . "'. . . .. '. . ... - - - � , , , .... . - EXPANSION . S-004 . GENERALNOTES . . . . .. ., - r. .._;,Z';. . .. -1 - ..r ' . . , I . . .. . . ..... . ..... � . . . I . ---,--- ...*.' , . - , , .. J . . S-005 GENERALNOTES - .. . � . I . I . I � I ., , I ---*1"---.'-'*".,.'-*.-� -'.1, I - , . . I I � I . ''. , - � .,. , . . _ , . . . . � , -..'.* '. . . _.. .. . -....-.7 . . ...I. . I ...� .11-.%-% It �* * * -1'..'.��..'.,*�".-.....-.....-.- . . I . I "1111. I -��"-;, I.. , , *.,., *. -... . . - -� �. �'. .. . . . � I 11 -----.,.. .", *`%*, *" .. . , **-,-' - ,.*,--.-"--�--.--,-'u : .. . - - r �-,.*.,*..,.,*.....**",..*.*...*..-..,--...,.*... . � 4. 1�` , I .\, �, ,. - 9. MISPLACEMENT, ADDITION, OR OMISSION OF ANY WORD, LETTER, FIGURE, . . 1 5! - '...I..'... ...-,*.� - . R �-* .*. .. ..., .� --..-.. . .. -;. , . . ---'1.V-__- .,i��,� - -, -, . - - * , * __ , I � �, - -.--�-' CHANGE OR ALTER THE TRUE . I I . , '-.'.'-.'.-- . - . . . - " . - I .... 8, .. - .. ....,. � , . . ' . . I . . . PUNCTUATION MARK, ETC., SHALL IN NO WAY I . -11 .*. 4 -.-�".* .-%%1'-*.1. --I..- - .._..._.. . ..�_ . , . . I . . . .... . . . . .. . . . I . �� .. .. ", .... ..� ... .A . * " . . . ..... "..* .. . . . ' I . ,, �._, .. I. - �. .� - - � . '.'. ,.,...'.-.*.'. .. .. , . I . . � ..... - , '-"' """"F, � � 11 . fi � . - -.1-1. -,,,.*.*-* . - *-*..-.'.*�.. . L I . . I . . � N-,& r-% 00-14,, . .. -.� - �.-"-. - -'. . . .1. N.- I . . __ :7. ...� .f. - ".1 I.* ..... ..*...-. .,',-',-J*.* -.1.1-.-..1.. %�.._., ..., � S-101 , TYPICAL DETAILS � . . . . . 2007 NFPA-14: . . 3: '- -4 -t .-..'. .... . � .. I "*:-*.'. .*,'4�'.*., * . ' . STANDPIPE SYSTEM � . . .. . I iff I ff N L - ."t...'_' --.-.'....-._, " ,�. , . � , _- - .. .`-. , . - . .. ` . .. .1 *, ..*.,.'..'.'. *!. �.*...-.'., "....'..'... I . � I . . . G) - � . . ...-.,.A.".J-. .,.,.,-*.-,- *.-.-,.*''.-.-.*.* '-*_-_. - r . . . ' , I I . . . , AI ... .. . . v . - , . i, .-- , - , , I .. . . . Idift - . *,,.",- " .. - , ., -'-*.-.J'�.0_ . ., *. - *. - -, I . .. I ... , I . 11 ... ..".. .. 1. , - - ...- *. L... .. ......"...." - ....... I � I I I I ' . . I I . � .:......." . .. - _. .- .. � � , ... .*. , . _.� --.� .- -.,-.-. - I . L . . . . I � . I . . , - , - "', - - . -i- -. - ,.-- - , .. .*,.,' . L . S-103 TYPICAL DETAILS ' . I KU "'i- - � . I -, ;:;�' * I I'.. . ... . -102 ..... ..... � . I '.. . t.1 ". ... ... -....-. .... v I - �.-.-'.-....., .. . . I . . i.,-....:�-.,.-'-:-"�'.*.'..*,.*.,..- ..I.-,':',.,*.'. . .-.-,-.--,`-.*-..., . . . 2: : . . - . . . .. . T, SPIRIT, OR MEANING OF THE DRAWINGS . . U, M %..O; � . . 4 . - I' . . .. . . I INTEN . I . %IJ U "' ` MAT I 0"""' & a - . .',.,.�,-*,% . " FJK JE"T INFO` s N ., . , . .. . . - . . . . I � . . I I * " '.1 * , --..........-,....:.t.*:,.�.*...*.,*..',,..,..*� . .J,.*..* .4 -, . S TYPICAL DETAILS .1 . . . \. .. .. .� ,..,.,. - - ... . . ...I, L . , , , -, _- .�� . . � , . , �..� , "-'."�'-4' *"�'*_l , %1* -11 ... , . ...- ....'..%. VM U . � 2002 NFPA 17: DRY CHEMICAL SYSTEM . I . >. ., - _.:'.'�, RESTO""" A" BUILDIN .... .- ,--,. .. - ... . � .. *' .i. " . . . ., ., . . . . , ......". . . - ____ - .... - - I '..... . " . I . . . - - .... �l I . � . . . . I .,..* .�-.t.--.*.,.-..-...-."..-,V... "...I. ... ..,�*f . . . � . . I . . � . � I "..*r.".,-...,.*.-.""....(-.-�......�,..-.-.,..-.---.--.-. -.r. .. .. .__ - .-., . . . . . L ... --.---.--,-,..--t -,. . .--*.*...*..�.'.*..*..*..*.'*..*..*..*..*..'-I..*- I . .. .< .. - . . . 10. THE CONTRACTOR SHALL STUDY AND COMPARE ALL DRAWINGS AND SHALL REPORT . :."I.,. �'. . .. , 1- L . . �, '. -, - - .... - .-,. ..-. ,*'...." -, - L, L I . - '' _'' ** - . I - If - .,.-,'.. - _ .1 I . � I . I . ..."..4.."'..1. . . .. , , .... - - - .. I - , - � . -, .--....-....,.,..I.,.,.,:�'�".�.'.*.'..*, ' .1 I I I .... .. , . �, **, . - �. , - -'.'.-.'-.*.*.-,' -,.--*- " *" FUTURE SPORTS . S-104' TYPICAL DETAILS - I I . . . AT . I . ) . . . '. .. .. W . . I � I - - i.�'_-_-'--,%1-- ..*., . I f . . ANY ERRORS, OMISSIONS� OR INCONSISTENCIES TO THE ARCHITECT BEFORE . . I ,....Il.t....t........-�.*..:....,.,......,.-.�.:..,a,� ..I.- ,. .... -.'...'. ..*.,. . . I . " ., - .0'. -,�-*.'. -, . - - , -.--.---.-,.--.. ..., . I I 1, .. __ , �, ........., ., , . I I * - ..�/.,.._... *.. .. -....Ii.4.. .-... ", I . I . I I . .1 . . . . .'..',�"-.-'...O-..-'.'.11.-.'..I..- �' ---'� �..'.'. ". ..... . . ... .. COMMENCING WORK IN THAT AREA � I I . I I . . 1. - ..'..I..%. .,' '4 ...,..,-.*.*..*..'-,'-.*..'*'-.*. . L.- . ......, ... . . . , - VILLAGE FACILITIES. . . . , . 1 2002 NFPA 17A: WET CHEMICAL SYSTEM . I . I I . __.._._-..-,-..- . , " ... . . . . , "..'...... *.-.-,., , . . . I . . I . - ..... .1 I . 'STATE FARM SPORTSVIL A I . I I . .. . . .,.* . /. , . - . . .,.,.1....�.%,..'- . I . -105 - - . . . . . I , , . . . I , * -i. ...1..,..�,1'.-.' , * , * ..,. . . I OWNER: -. C U , - . 1,*..*-.*.'4.0r..`�1_.' .. ` ..*11'., .��. . . . I �&-_ - .. - . .*. S . I . . I I . . . . -- .. - ...--.. , - .'.*�-,., .. J...,....I, .. .. -.-,-j.-.-.-.-....-..,...,�.-,.,....-..-.'.-.'. -.*-*.-.1.,J . TYPICAL DETAILS . . . . . .. . I . :'.' , 0.* 1. *. ..* - .. .." ., ",.fl . � . . I . I . . . . . CITY OF BAKERSFIELD . ORDIZ MELBY ARCHITECTS, INC. ... "', --'i --- - - -,� , -,�., . * .. ...":.. . L . I . I . . 2002 NFPA 23: PRIVATE SERVICE MAIN8 �� - - - - - - � J , .--.--. -."�-, ..*.. -`,�.` ..*,'. - , .�f�*..-'.�-. - - - I .1 I . . . � . .. -. ` ` . . . - i:..*.----- -i�*. , _..-,.%t,%-,*.L ""..*.*..""..*.,.:,�*.".-.*-"....-.*-...,.'..*�..�- . I . . . . ' . . .. . . � PUBLIC WORKS RECREATION AND PARKS DEPT 5500 MING AVENUE, SUITE 280L .. _ -.I - .. -. - .�. -,,-. . - " - , _--...-_.,1-:%'_.* I.'..'...''. I S-106 . , TYPICALDETAIL8 . I . * * I L . . . . . . . . � I .-..4..-1-r.-. ".."..'.... " , ,-.*. ,'--.%.'..-*-*-., . . . I ,. .... . . 1. ...- '... ...'. *.- - .. .. ... ....*.,.--.,,,'.1'-. "'.- I � I I . . I . . . . . .. - - , -f, U . . . I . . . '--.'- - 1.� '... .. . ... . . . 9001 ASHE ROAD .. . . . . I " - - F...... .. . - - _ . L . .11 . . . . . " - , , .. .. � . . . ' TYPICAL DETAILS , I . . . . I .. .t -.6, . . .. T.t. . .: . " . -�. " - .4 - . . . . . . L . . . -i -*.*, -. .. . . . . . . - . . . .. ... - . . I 1501 TRUXTUN AVENUE . BAKERSFIELD, CA 93309 k 0 ".. . . � . . . . . , ... � - -107 . I I , . . I I '.� . f 'L _;,.;,��'. S . . I � 661 � 832 , , , , " - ;-�e.,-=., - * , 7;;�., . . , . . . , __ , . . I I . . . I . . ''%..-._. �.. ,_ ,...,..*"...-.'..'..'.-.'..".-,*., 1� . -.1 ...*. S-201 , FOUNDATION PLAN . I .. � I � . I . . . . I ... .. �.. .1 .. � . -,.... ... ... . �'., . . . I . . � . . . �". .. . . .. *-11-- * t - .... . . BAKERSFIELD, CA 93313 I 1 -5258 .. - - , - �%.�..,."*.--..... - I 2010 NFPA72: NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) BAKERSFIELD, CA 93301 -,.,.:.-,-!.*-*.-'--'.,.,-,..-k ,..,..'.".'.'.-,",-.*.'.-,..'�...-.*,-.,-. - I - - - �i`;� t I � . . I .1 . . I - .. , , .. '..... - -* - - -, . . * I .*, I . . .... - . �- -7 --... 1, I , - � - ....r .,.. . � - .... , - - , , - � . . I . I -.J--*_.-.'1.*-"-.1 .*.-.�%*- ...'%*.'.-,*. . .... . .....T., . 7 , ....., , .�,-- �i . V47...7 .... .,. . I . NOTE: SEE UL STANDARDS 1971 FOR "VISUAL DEVICES" -. I . 0 8324291 FAX . -.1 -.I--* .... " . - , . .��, --- ----... ;,; . I . I . I . . � I . . I '�. . . .. , _. - . - - - *".' . I . . . . I .. , - 0 " p:=,,i_ � . I. . . � . * - " """ -%'.'.-.".*.. -. -.-....__01N 1.1 , .. . I . . .. . . . - . . . I . �. -, 7AM �.I. . � I . I - -.1 . . . �. . .- . �.*.'.'..".*.. . .. .. � . r . .1 . . L ..... .......- IA.,., I ... . ..., * � .,- -,. . . . I . . . .1 . .�. .I.. _ft .. .. � . L � . . 1, .. ,-..'. .5 - " . i.f-..-. - .,... .. . . I :. . . . I . . � .. �. 1--- PARTIAL RESTROOM . . . � . . . . I . I . . * * -1, *' .-.-.. - -.�'.'�-'.*.'.--.,...I...*..-... .I.-I-1.�, I . S-'202 ROOF PLAN . � . . L . I-. . - 1, , - - 1-_-*.1-'.�!,. . �'11.14.'.%- .Y. . . . . . . I I .I.J....l."� 1-,__.,.,1.-,._-*-�.' .._ ... a .-....... .. J.'. I . . . .. 1- . %1. I -.*.�l - - BUILDING SITE PLAN ,-. .. � . _. . . I � . . .1. - I .. - . . '. - , - .,. - .:, .., �,� �-.�.'4:--.�' - .. I . S, ' I . I I . I . . . I . . . * - z . . . . 2006 . NFPA 253: CRITICAL RADIANT FLUX OF FLOOR COVERINGS SYSTEMS . . . . . � . ... .,., - -...-.-.. - '7� - - - -�, , ,..*. ... - -501 ' I DETAILS . , - .1 ... � I I . *. . I I . I � .......'.., - -.TJ4...'._1t - " .- -i ,.,. ''. ! __ - , "J, _*�_ � . 1. . . . I FOR: ' I . � .. , ... � - _H� . - - I 1� - - _' - - -4, -. ._� I . I � PROJECT SITE: 11-1 .1 ., _- . . - ]*-,,' _-_... -.1 -*.t;�'A 4'.. . . tn .*. ,I .11'. 1...,0�1. ,� I . . . . . - . * 1--..,-.t..,."..,..".,.-.-..,.di. %..I " I Al 1, I I . I . . . . . - ". ..*.I.- �%.-.,.--...,--,t.--. " !� . I � . , .,#.i. * * I " �*:..".,..*.-.,...,.!,..,-.*�:..', . I * - . . � � . . . . . . t*,_.'.-'� . - ". .. - -, , -'.. '....[11-1. . � . . ........, ... . -.'.* 1___.__�-._-_ -F., _.,-,--..,- ., . . . " I . - �.--.-.. . - 41,.- , *. - '.. - -:1 ... - 1A - __ - .. . ... . . � " . I . � I *........., .1 * ". . . - .." . - L. .., - - - - - - - .�� - I . . ... - .. ---'- . .. *.,.- . - . . . . I . . '� . . .'.'.-..'.'.-..*.'.-..*�-..'.*.-.,"-. -.. ____J . . '. . � . - RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE . -.1. * *.4- - , -.'.rrf-. . - ..., 6u. e - I . NEW . . ,. K. � SYSTEMS . .. � I . ..�.,F. . -1 2008 NFPA2001: COVERING' ,,- �" ��__ .,-.,-. ,_ . . . I . - .-l- *.*, '7.1....... .-*1.%.*.'-*.* ... - _. - , VAIII MECHANICAL DRAWINGS . I _ ... .. I . .... - --...-*.---.*-'.-. .. � . � . . � . - _ ...... If . . . . I . � I I � . . .....",.-, P. - % . � . � . . . I . I . 9001 ASHE RAOD; BAKERSFIELD, CA 93313 , 11 I . - .... .. . ... N-__._1 . I I : I . . I .. 1. . . . . I . . . .. I I I I I � ... , �- �, .. . . _ .. . . I . � ..A �, . I � I I , . . - 4�L - . I . I . . . . - .. '... I .. . . . . . . . I I . I , - " - I . � . - , . . I I . . I NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT CONSTRUCTION IN CONFLICT . � . I I . . �� ', . .. . I , - '-I. , ---- . -,-, , . . . ,.I.- ff � - - - - - - - � , I . MECHANICAL FLOOR & ROOF PLAN . - I . I I � . . . . . . ..1. . . -M-1 . : . . I . � I . . .. � . I '.*.'1_,---,` '.1, , , , ., *,-' �--. ..'..,..'.,*...'...*.,.,.........,. *_ - , * I . � . . .. .-..-.._..* - '.%-,-.'.*,-,. . . -*� . ."." - - - - - - - -- I I . I . WITH THE REQUIREMENTS OF ANY CODE, LAW, ORDINANCE, OR REGULATION. THE . I I - . . .* .*,..1`*...-....--. - -� If. . - . I . . I . I . - . - I p . I � . I I . I . . I . . I I . . I . . FOLLOWINGAGENCIES SHALL HAVE JURISDICTION OVER THEPROGRESS OF THE WORK: . OCCUPANCY GROUP I GROUP U - RESTRO.OM BUILDING - - � . fl . P-1 PLUMBING FLOOR PLAN, DETAILS & SCHEDULE I . I I � . . . . . �. � I I . . . . . . . I I . .. . . . . � - I., � . . . I . . I I - EXI , . I . . . 11.1 . � . I I I � . . � . . . I Jucem 111%.0 - . . . . I . . I . . I I . . . � . . . I . I I ______T" I . . I I I . I � 1. . . . . . # OF STORIES . ONE (1) I . . . . . . ___r==C5== Qr- - , I . . V I ELECTRICAL DRAWINGS I I I I . . . I . . . � . � .� I . . . . I r I . . . . . I . �.. . . I . . .� . . I . . � . . . . � . . � � : () I . )8 I 11 . . I I . . I . . . . . I . . . I I . . . 11 I I I) I - C3 . .*I� . -0 L . . . . I . I I . E SYMBO LIST DETAILS CODES RULES . . . I I � I . - ---- -I. - I � . . . , REGULATORY SERVICES: . . COUNTY OF KERN: . � BUILDINGAREA 1,621 S.F. . . .... . � . I � I � . .. I . . I . . . � COMMERCIAL - . URI � 7 _. � . . I . . . . I . . STRUCTURAL SAFETY SECTION I 1. I I . FIRE DEPARTMENT * . I . � I � . I . 1089171.28 S.F. . . = M1111 111111111111111 . A ' . . . It . . .. 1. I . . I . . 1111011111111 � C I . � . . . I . � 9= . 0 E-0.2 TITLE 24 . I I I I . I I . . FIRE & LIFE SAFETY SECTION . . PUBLIC WORKS DEPARTMENT I CONSTRUCTION TYPE. TYPE III - B 25.00 Ac. I * , 111�1.1.J X - . � . . . . . . I � . . I . I . . I I I - I .- - I M � . . . I � . . . � .. I . . I 1L__ r__=� r__10�1 . I � I M . E-0.3 TITLE 24 . I . . ACCESS COMPLIANCE SECTION I I � - --- x . I . I I . . () � . I . I . . . . . � � I I -4- . ' . . . � . . . I I I I .. . 4 I . . . 0 1 .. . . � I . I . . . OCCUPANCY CAPACITY � � 1 1,621 I 100 = 16 ' . . I h 1: Ik .. > E-11 � � PARTIAL SITE PLAN . . . . . . . I . - - . . I I 11 a I I fli I I . . . . . I I . . , I , . . . I � . .. . . I . ; . . � . EXISTING I - Jill � -L-;�l � I . E-2 ' - LIGHTING AND POWER PLANS, . , . . I . . � . I . I . . . . . . I . � . . . . . I . . -=C3 rl -% I � . , �, I . I I .. . I . . . I ,� . . � SOCCER FIELD I k, __ I I . I . I . . : . I . . . BUILDING HEIGHT 13f-811 . I . . . I . - I I . . I I . I . . . I . I . I . � . I . . . � . I . . I ENTRANCE I � . I . . I ,. . I I . . I I I I I . . . I I I . I) () . I . . . . . � . I � . . I . . . I . I . I '. I . I SIGNAGE -----,, I , I[. i. . . I � . . � . � I . I . I . I I I I I . . I I . I . . � . . I I I . FIRE SPRINKLERS NO . I - J. . . . -4 I . I . . . . � I I . . \_ . � / I . I 11 . . --- �__0 Ttm-=- . . -et-11- . . . .. . I . I . . . . . I I I � . I . . . I - . � I . I . I . . � . I I . � ' . I . 1. . . I . � . . � . . . I I I I . . � __� . I ASHE ROAD . . . I . . . . - I � I . . I . . . I I I . . . I . 1 1:250 S.F. GROSS BUILDING AREA . . . I I Z . . I . I I . . I I � . . . I . . . . . I . I I I . . . . . . I . . . . .. �, . . . . . . I 1,621 / 250 = 7 PARKING. STALLS I . I . . . r 0 � I . . I � . . � . . . . . . . I . . I . I I . � . I I � . - . . . . . . . 1. . 1. � . . . . . . . . . I PARKING PROVIDED. . . I . . X : I . � 7 - F .. I I . . . : . . . . . � __-I . I . I . .. . . . - . . . . . I I I I . I .. .1 . I I I . . . . . . . 1 330 PARKING EXISTING STALLS / 8 ACCESSIBLE ( 2 - VAN ACCESSIBLE) .� . 1�1 X . I I . . . . . . . � I . I I I I I . . . I . � I � . .1 . . I I I . I . I . . � . . � . . . . . ------.--- . I . I I � . . . . I , I . . . . .. � . I . � . . I . . . . . .. I . . I . . . I . . I . . . . . � I . � . I I . . . � I . 1. . . I I . . .. . . M A r=k . . . . 1% 0 W I EMM& A me% I . .A r0% rM& Wmfth- AF 2 I I . . . Is ff R% I '%& #I la . - L . . . ADDM V %J 0 I I . I ,I. /A . NOTTOSCALE . . , V U a IT% / ELM . ,%,f 1%1§ %#I %�___ 5 N Big . OIL a I It It I � . .1 ` I" 1 IN T. - FN � / " N"I"' L..,#L-.# . � I ____r I Al I Au" C ES"' A S I tm`3 I L I T . b0ffi`TAINU/-\R.U0 . F I OR' 6'E I""', r"% ." T EU" T I 0"N' , E` 'IATI`6` I . I . . . I . . . . � . . � . r . . . . . I . � . . I I I . . L I . . I I I . . . . . . I I . . . . I I . . .1 . . I . I - r I r1-1 �UM"Mumnowsm . I . r. . . - . . . - I � I I I . . I . . 11 11 � I I I .. I . I . . � I . . I � I . . . � I . I . I I � . . . . I I , . . . 1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES 1. PROVIDE ONE 4A 10 B.C. RATED EXTINGUISHER FOR EACH 6,000 SQUARE FEET OR PORTION ABAN cleanout to grade I CTG elevator . . ELEV hollow, core .HC . rough opening RO transfer I . XFER I . . . I . . . I r . . . . I . . .. . . . ' AND 44 INCHES ABOVE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND . THEREOF ON EACH FLOOR - TRAVEL DISTANCE SHALL NOT EXCEED 75 FEET . abbreviation ABBRV I clear- . CLR enamel . ENAM hose bibb . � HB . schedule SCHED transformer XFMR I I .. . I I . . . . . I I I * schematic - SCHEM transparent . TRANS . I . I . . . . . . . . . . . . 11 .� above finish floor AFF cold water piping' CW enclosure ENCL hot water . r HW I section � typical TYP . . ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE I I : r . . ' . I EQ . insulation INSUL . I SECT . � I � . . . . . .. . I I above finished grade AFG column COL equal � uniform . UNIF � I . � . I � 1. . . select SEL I . . . I I I . interior . INT � . . . . . EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PU LL ACTIVATION BARS, OR . I . . I above finished stab � . AFS common COM equipment EQUIP . sewer SWR I uniform building code UBC I . . . . . I � . I . . . . . OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIR . ING THE ABILITY � .� . . I . I . I . . accessible . ACC . complete . . COMPL .r equivalent . EQUIV junction box i -BOX sheet metal . ' sm. I uniform fire code ' UFC � , . � . . . . . I I . . .. . . � . � ADDM component COMP estimate . EST , . ladder . LAD . . sheet vinyl SV uniform mechanical code UMC . I I I � . . . . . . . . . . � . TO GRASP AND TURN OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS I . . . additional' . ADDL I concrete CONC exhaust EXH landscape I LNDSCP shelving SHV . . uniform plumbing code UPC I . � . I . . . I . ABOVE IN EGRESS DIRECTION. I � . . . . I � I . I � . . . adjustable ADJ concreternasonry unit CMU . exhaustfan � EXH FN . lavatory . LAV shower SHR . urinal . UR ' � I . . . I I r , I . I . I . .. . I . . . . 1. I air condition A/C . condensate CNDS exhaust hood EXHI HD linear feet (foot) LF . sidewalk Sw I utility . � . UTIL � . . . . . . . . . . I � I . . I . r I I . alternate I . I ALT condition . COND exhaust fan EXH FN � louver � LVR I . . valve box VB 1 6 ----\\ r WHITE LANE \ . _. . . . siding SDG I I _ . I . I . . I . . 2. MAXIMUM EFFORT TO OPERATE SHALL NOT EXCEED 5 POUNDSFOR EXTERIOR DOORS AND . . 1. . . . . . . . . . I aluminum . . ALU � conduit . CND . existing . , EXIST . lumber I LUM similar Sim I vanity . VAN I � W. I . I I . __/ , � I I I � connect CONN existing grade EXIST GR manufacturer . I . MFR . - . "I 5 POUN � DS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT . ... I � � . . anchor bolt AB . ,r . ' * . single SGL varies I I VAR . . .�� w I I . . � I angle . I L construction CONSTR extedor . . EXT mechanical � MECH smooth sm veneer . VNR . :;A W . r I . . . r I I r I . , . o- > � � . � ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. I I I . � . I . . . I . . approved . . APPD r , ,consultant r CONSULT exterior finish EF . metal . WTI. soap dispenser S.D � . verify . VRFY . � CK . . . . . . . .. . . r r . I . . . . . I . � � . . I . . I . I approximate *, . APPROX. contractor . I CONTR , , . exterior finish system EFS I minimum MIN - solid core I I Sc vertical . . VERT � . .0 . . ., I .. ' I . . . . . . . . I _J . � � . . I . ' COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET I I . . � architect ARCH contract documents CD extinguisher . EXT � modify ' MOD . sound insulation SND INS vestibule . � . VEST I 0 I . . I I . I . . � . . I I I . .1 I . . . . . . . . I mounted . MTD . . 0 16 . THE ABOVE STANDARDS WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT TO I . . . architect/engineer A/E cubic yard I CU YD face brick FAB . south I S video . VID � tp - 6 . W I . . . * I . r I � . . . I . . . . I asserb y . I . . ASSY current CUR I face of stud FOS . , north .. N I speaker I SPKR wainscot . WSCT �. . - . 'W- . W I LU - , , � . . � r . . W __4 . . I . � I . . . . r OC . , � W . �, . OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. audio visual . I AV datum .. DAT fascia bd FAS BD on cente * . waste . . W � � . . � r a W I . I . . I . I specification SPEC . PROJECT = = M . I I . . R____8 ff 111 I I A deep D feet I . FT opposite OPP water . . VTrR . �. I �_ 3: . I * I . . . 11 I . avenue AVE n . � . DEF fence . I FN . . . out to out . 0/0 sprnkler I I I . SPKLR- . � WC . . . I ' . ' . � .. . . W � . . . ' . rmlk Q UI 0"'EMENT' . average AVG definitio . . I I square SQ .. ,water closet . .,SITE . .� . . . 3. CONSTRUCTION: THE BOTTOM 1 o,, OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING EXIT ."E' M . 0 . � � . I I . I � I . . . . I . , I beam BM degree . DGR finish FIN outside face, of stud I s OFS . square feet (foot) SQ FT I welded , WLD . . . . I . I . . . I � DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE � I . . I . . I �. beam, standard S. BM .. delete . DEL finish floor FIN FLR I 1 . over . � O/ . squareinch SQ IN welded wire mesh , � � WWM I . . . . . I � . � . I . . I I � . . ' I � . . . I . FF EL I . . . � OPENED BY A WHEELCHAIR T CREATING A TRAP OR HAZARDOUS I I . . ,beam, wide flange . , WF BM demolition DEMO finish floor elevation - � paint I . PT square yard ' SQ YD West I r I W I . . . I . � . I FOOTREST WITHOU ' * � . * bearing . I BRG design build 0` B . . fire alarm FA - pair PR I WF - ... � . . . . . I . ALL EXITS SHALL BE OPENABLE DURING BUSINESS HOURS FROM INSIDE WITHOUT USE OF . . . PNL stainless steel SS wide flange I . � I � . . CONDITION. WHERE NARROW FRAMES ARE USED, A 10" HIGH SMOOTH PANEL SHA�LLBE . r , r bearing plate . . . BRG PL detail. DET . fixture . FIXT panel r stairs . ST . window - � : WDW . . . I . � . . I I . A KEY OR ANY SPECIAL KNOWLEDGE. NO DEAD OR SLIDING BOLTS. NO LATCH OR below BLW diagonal � . DIAG floor . . FLR parapet . � . PAR . . / :: . .... .1 HIGHWAY 119 . . INSTALLEDON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE I . . partition PTN � standard . � STD without . W/o - . � . ' I . . � LATCHING'DEVICE EXCEPT PANIC HARDWARE PERMITTED. (UBC SECTION 1004.3 AND UFC . below finish floor I . BFF diameter . I DIA floor drain I I FD . I steel joist I STL JST . wood WD . \ I . I TAFT HWY I . EAST PANAMA RD. ' > ' I . . I * OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS - . . . I I I � . .1 board . BD dimension* ' I DIM . . floor finish - . FF paving . PVG storage ,STOR wrought iron . WI . . I . I . I � I - . . I SECTION 12.104(B)), . . DW floor sink . FLR SK penny (nail' D I . . � - . CONDITION. I . . . I . � . p both faces BF dishwasher . .. ' . percent / PCT storm drain SD yard . YD . . . I I U_ i . . ... r . I . . . I I . . I . � . I . I . . . . . . . r ... both sides . BS I dispenser . DISP flooring. . FLG - pilaster � PIL street . � ST . . I I . . YR . . . '. . I � . � � . .. � . - . . ' ' . bottom . . BOT . distance* . . DIST r fluorescent FLUOR . . I . stringers - STIR I . � . I . . . . C.0 . I � . 2. EXIT SIGNS, IF REQUIRED, MUST BE INTERNALLY ILLUMINATED. . I I boulevard BLVD division DIV foot . FT pipe rail . r FIR I . . . (D. . . . 4. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR I r r , I . plaster PLAS structural STRUCT . . . . . . . � I . . . . - I ' . . � I . I . (UBC SECTION 101 3.3 AND UFC SECTION 12.114(C)). . . I boundary BDRY document I DOC . footing I I I FOOTING sub I . . I . I HIGHWAY 223 1 POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE . . I . . . I ze BRZ domestic . DOM foundation FDTN . PLAM stitute SUB . . � I . BEAR MOUNTAIN BLVD . � . . . . bron ' I plasticlaminate . supplement SUP � . . . <� _> OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT � � . I build . BLD ' domestic water supply DWS furnish . FURN plumbing PLBG . . I . . � . . 3. PROVIDE TWO SEPARATE C IRCU ITS FOR EXIT SIGNS CONFORMING* TO CODE SECTIONS AS . cabinet CAB door DR furring . FURG . plywood * I PLYWD � �. supply air I SA I . . . �. � . � I � I . . I , cable television I CTV double DBL galvanized GALV polished . POL . support - SPRT . . . r . � . � I . . . I FOLLOWS: (UBC SECTION 1012.2, SECTION 101.3.4 AND U.FC SECTION 12.113, SECTION 12.114). � . polyethylene (plastic).� � POLY surface . SURF � . . I . . . � .. 15. IRADDITION TO ALL LOCAL CODES, HANDICAP REQUIREMENTS SHALL COMPLY WITH THE . .. . cast iron Cl double glaze DBL GLZ garbage disposal G DISP surface four sides S4S . . . . ' I . I . . . . . I . I ceiling CLG . douglas fir DOUG FIR gas bibb . . GB portland cement PC � surface two sides I S2S I . . � . � . . CALIFORNIA BUILDING CODE, TITLE 24, AS WE.LLAS FEDERALA.D.A;, (AMERICANS WITH ceiling grill, CLG GIRL downspout I DS ' general r GEN prefinish . PREFIN � 1. . . r . . e sis . I I . . .. � I . . 4. PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS CONFORMING TO CODE I . preliminary PRELIM surface.one sid . . . � I . I . DISABILITIES ACT). . ' . ' ceiling height I CLG HT drain . I DR glass GL switch SW I . .1 . I . . I SECTIONS AS, FOLLOWS: (UBC SECTION 101 2.2 AND UFC SECTION 12.113.2, SECTION 12.114(D)). ceiling register CLG REG . drawer I DWR glazing GLZ project . . . PROJ � symbol . SYM I . . I I I . . I . . I . I . � . I � cement CEM drinking fountain DF glue laminatedwood GLU LAM , property lim� . PL table of content I Toc I . . . . r I . . � . . I . . . . . . . - I I . . � . . . � . I . . � � . . . r I . center � I � . CTR each . . I EA . gymnasium GYM I radius R tackboard TK BD, I I . " . , I I r I . I I I I I center line . CL. each end EE GYP BD . redwood kWD . I I . . � . � . . . . I � . . . I - I ,telephone TEL . . . . I . I � . I . . � . I center to center - C to C each way EW refrigerator REF r . . r I . I . . . . . 1� I I I . � . ' . . register REG television TV . . . STATE FARM SPORTS VILLAGE -NEW RESTROOM BLDG. ' NTS , , � � I . . . I I . I . . � ceramic CER easement I ESMT hardware HDW . return air . RA tempered TMPD GLS . I . . . . I . r 1� 0 1 I r . I . r I I . chamfer CHFR - east I EAST hardwood HDWD temporary I . TEMP 1. � . � . . � . I . . . . . ,. . I cirde � r . CIR . elementary ELEM header - HDR . revision . REV through . THRU . I � ,9001 ASHE ROAD; BAKERSFIELD, CA 93313 I . I . , . I r . I . . � I r I . . . r . . . class I . CL elevation EL holddown HLDN right RT I . . I . . . . Ir . . . . . . . . . . . I . I . . I . . I . . I . . � . I . . . I . . . . . . I I I . . . . . r I. I . I � I � . . I . . I I . . . . . . . . . � . . . I . . �. . . '. . . . . . . I . . . . I . . � . . . . � - _ __ ___ __ . . . � . I . . . . . . � . . . . . . . . I I I I . . . I . . r � . . CITY OF BAKERSFIELD � � PUBLIC WORKS , - . DEPARTMENT 1.501 TRUXTUN AVENUE . . . BAKERSFI ELD,� CA 93301 1 1 . . I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I MEMNON2M * . MARK DATE DESCRIPTION . . . I CD . I . 03/09/12 I -. I . PLAN CHECK/BID . . . . . .. . . I I . . �& � .04/06/12 . . I . ISSUED WITH ADDENDUM #3 Z� . . . - . - . . . . . . , � . . . . .1 . . . . I I . � . . � A. I � , I . , . , . - : . t I . . I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII JOB NUMBER: . . I . . � � .11406 - - ' CAD DRAWING FILE: . . 1406 -STATE FARM SPORTS PARK RESTROOM - BLDG-AC1 5-CD(0402.12).pin � � I DRAWN BY.. . � . . � . . I . ' . . . . - . . CHECKED BY. . . . . . I . - � I ' CHECK AND VERIFY ALL DIMENSIONS BEFORE . � . PROCEEDING WITH THE WORK. -REPORT,DISCREPANCIES TO THE ARCHITECT . . THE DRAWINGS, IDEAS, AND. IDESIGNS- . , REPRESENTED ON THIS SHEETARE THE . . PROPERTY OF THE ARCHITECT I � I . . . . . COPYRIGHT . . . ORDIZ-MELBY ARCHITECTS, INC.'�010 . . I . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NMM,MMMMM I SHEET TITLE - . . I I . . . . I . . ' . . I . . GENERAL . . . . I . . I & a FORK 'a AT I "' s' a I N Mr-, , UN , SHEET IDENTIFICATION NUMBER.' , . 1. . . . . . 1AMENhh. I r---% 010141k AV% A , ff a � WE . . a IN M - E � VIL ___M . %.0 L) V .1' 1, 7.1-20.7 : IIIIIIIIIIIIIIIIIIIIIIIIIIIIIINK - ONOMMOOM , . . I . C 9- R C14 a L6 ca :5 0 0 cnw LL (1) F - w 0 0- Q) ry L<L w <F- j (o C) 0) 0 CD 0 0 Nr Nr 0 't L!iENERAL INFORMATION NAME OF PROJECT STATE FARM SPORTS VIILLAGE,RESTROOMS ADDRESS: 90.01 ASHE ROAD; BAKERSFIELD, CA 93313 OWNER OR AUTHORIZED AGENT CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. OWNER PHONE: (661)322-5878 OWNER EMAIL: OWNER FAX: OWNED BY: 0 PRIVATE XCITY/COUNTY STATE CODE ENFORCEMENT JURISDICTION: Z CITY E]COUNTY :CITY/COUNTY NAME OF JURISDICTION: CITY OF BAKERSFIELD -PROJECT.SUMMARY BUILDING DESCRIPTION: RESTROOM BUILDING SCOPE OF WORK: NEW RESTROOM BUILDING CODE COMPLIANCE SUMMARY: 2010 CALIFORNIA ADMINISTRATIVE CODE ALTERNATIVE MEANS OF COMPLIANCE REQUEST, CONTACT INFORMATION LEAD DESIGN PROFESSIONAL/PROJECT COORDINATOR: DESIGNER FIRM NAMELICENSE TELEPHONE N/A ARCHITECTURAL: ORDIZ MELBY ARCHITECTS BILLMELBY C16885 661.832.5258 CIVIL: EAST RATIO OF ACTUAL/ ALLOWABLE WEST X ELECTRICAL: JMPE ELECTRICAL JOHN MALONEY E013083 661.831.7851 FIRE ALARM: SOUTH PRIMARY OCCUPANCIES: TABLE 503 PLUMBING: MDC MARK JAMES BASKIN M26578 661.397.2116 MECHANICAL: MDC MARK JAMES BASKIN M26578 661.397.2116 TRUSSES: EAST STORAGE 01 2.. 6* 3. SOUTH SPRINKLER -STANDPIPE: WEST F--]V.B PRECAST STRUCTURAL FRAME, INCLUDING COLUMNS, GIRDERS, TRUSSES 4-m OCCUPANT LOAD STRUCTURAL: JOHN A. MARTIN ASSOC. SATISH MATANI 2548 213,483.6490 ,OTHER: ROOF CONSTRUCTION, INCLUDING SUPPORTING BEAMS & JOINTS 300 NEW BUILDING: Z NEW BUILDINGSHELLSHELL BUILDING F__ FIRST TIME INTERIOR COMPLETION F_]ADDITION F_ ]ALTERATION'TO SHELL EXISTING BUILDING: F] RENOVATION F-] INTERIOR COMPLETION F_TENANT A LTERATION, ] F-] RECONSTRUCTION F-] REPAIR ALTERATION TO SHELL F-] CHANGE OF USE TENANT.SPACE F-] INTERIOR COMPLETION CHANGE OF OCCUPANCY ORIGINAL OCCUPANCY: PROPOSED OCCUPANCY: ALLOWABLE AREA -:AND HEIGHT CALCULATIONS Z NOTAPPLICABLE: -NEW RESTROOM BUILDING - INCREASE NOT NEEDED. EVTtln0 IA I I A TA I ChU m THWIDTH'OF UBC WAY 0MrHI TPUBLIC . INCREASE FRONTAGE % SPRINKLERS % FRONTAGE INCREASE FORMULA ALLOWABLE AREA FORMULA p �0., BOTH BUILDING AND TENANT MUST BE INDICATED ON. CHART BELOW STORY OR OPEN SPACE NORTH TABLE AREA 503 3 SOUTH �j 1) % SP INvi ER " I INCREASE EAST RATIO OF ACTUAL/ ALLOWABLE WEST SEPARATION RATING REQUIRED TOTAL P 1 F -E W I INCREASE FRONTAGE % SPRINKLERS % FRONTAGE INCREASE FORMULA ALLOWABLE AREA FORMULA p �0., BOTH BUILDING AND TENANT MUST BE INDICATED ON. CHART BELOW STORY OCCUPANCY (A B DG AEAL PER P STORY (ACTUALLY) TABLE AREA 503 3 0 OP ) yo "PEN SPACE INCREASE �j 1) % SP INvi ER " I INCREASE ALL L AB311 - E AREA UNLIMITED 3 RATIO OF ACTUAL/ ALLOWABLE AIM) UM BLDG AREA4 SEPARATION RATING REQUIRED BLDG HEIGHT IN FEET H-.= 13'-8 FT H + 20 FT F FT H =14 FT TABLE 503 BLDG HEIGHT IN STORIES SOUTH PRIMARY OCCUPANCIES: TABLE 503 r 777,777, - - INTERIOR BEARING WALLS 77, -.77, 777 777 7 NON - BEARING WALL EXTERIOR ASSEMBLY: F -]A -l.. F_�A-2 E]A-3 F -]A-4 F -]A-5 CONSTRUCTION TYPE: NORTH 11-A F] 11-B jIll-A Z 1111-13 02 - A, EAST STORAGE 01 2.. 6* 3. SOUTH EDUCATIONAL FACTORY -INDUSTRIAL _j F-1 F_]F-2 F� BUSINESS F F WEST F--]V.B 'OPEN SPACE AREA INCREASES FROM. SECTION 506.2 ARE COMPUTED THUS: A. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING .20. FEET MINIMUM=' FT (F) B. TOTAL BUILDING PERIMETER= _FT (P) C. RATIO (F/P)= ----F/P) D. W=MINIMUM WIDTH OF PUBLIC WAY FT (W) E., PERCENT OF FRONTAGE INCREASE I F.= 100 [F/P-0.251XW/30 = N 2 THE SPRINKLER INCREASE. PER. SECTION 506.3 IS AS FOLLOW9:_ A. MULTISTORY BUILDING Is= 200 PERCENT B. SINGLE STORY BUILDING I- =300 PERCENT IS UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTIONS GROUP B, F, M, S, A-4 (507.1, 507.2, 507.3, 507.5); GROUP A MOTION PICTURE (507.8);- MALLS (402.6); AND H-2 AIRCRAFT PAINT HANGERS (507,6). 4 MAXIMUM BUILDING AREA =.TOTAL NUMBER OF STORIES IN THE BUILDING X E BUT. NOT GREATER THAN 3 X E. 5 THE MAXIMUM AREA OF PARKING GARAGES MUST COMPLY WITH 406.3.5. THE MAXIMUM AREA OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH 412.1.2 A U'WA B L E H E I"H T, LL' N NOT APPLICABLE: NEW RESTROOM BUILDING MOST RESTRICTIVE USE GROUP ALLOWABLE HEIGHT (TABLE 503) INCREASE FOR SPRINKLERS SHOWN ON PLANS CODE REFERENCE TYPE OF CONSTRUCTION TYPE: Ili -B TYPE TABLE 601 BLDG HEIGHT IN FEET H-.= 13'-8 FT H + 20 FT F FT H =14 FT TABLE 503 BLDG HEIGHT IN STORIES SOUTH PRIMARY OCCUPANCIES: TABLE 503 FIRE PROTECTION REQUIREMENTS F,ar4g NOTAPPLICABLE:. NEW RESTROOM BUILDING TYPE III -B CONSTRUCTION NON-SPRINKLERED BUILDING ELEMENT FIRE SEPARATION DISTANCE (FEET) RATING PROVIDED REQ -D HR 'WON) REDUCTION}} DETAIL# DESIGN# DESIGN # FOR DESIGN # AND FOR RATED RATED FOR RATED SHEET# 'PENETRATION JOINTS ASSEMBLY EGRESS LEGEND OCCUPANCY INFORMATION B U I L D I N G` BEARING WALL EXTERIOR NUMBER OF OCCUPANTS EGRESSWIDTH PER OCCUPANT (TABLE 1005.1) NORTH STAIR LEVEL STAIR LEVEL STAIR LEVEL EAST 1,62-1/200 = 20 77771 SOUTH PRIMARY OCCUPANCIES: WEST r 777,777, - - INTERIOR BEARING WALLS 77, -.77, 777 777 7 NON - BEARING WALL EXTERIOR ASSEMBLY: F -]A -l.. F_�A-2 E]A-3 F -]A-4 F -]A-5 CONSTRUCTION TYPE: NORTH 11-A F] 11-B jIll-A Z 1111-13 02 - A, EAST STORAGE 01 2.. 6* 3. SOUTH EDUCATIONAL FACTORY -INDUSTRIAL _j F-1 F_]F-2 F� BUSINESS F F WEST F--]V.B INTERIOR NON - BEARING WALLS STRUCTURAL FRAME, INCLUDING COLUMNS, GIRDERS, TRUSSES 4-m OCCUPANT LOAD HIGH'HAZARD: E]H-1 F__j H-2 F� H-3 F-] H-4: F-] H-5 FLOOR CONSTRUCTION, INCLUDING SUPPORTING BEAMS & JOISTS TYPES 81 FLOOR CEILING ASSEMBLY COLUMNS SUPPORTING FLOORS ROOF CONSTRUCTION, INCLUDING SUPPORTING BEAMS & JOINTS 300 ROOF CEILING ASSEMBLY OCCUPANT LOAD FACTOR 1-3 INSTITUTIONAL: F F_] 1-2 F F7]1-4 E] 1-5 COLUMNS SUPPORTING ROOF SHAFTS -EXIT ENCLOSURES 100 SHAFTS - OTHER{DESCRIBE) CORRIDOR SEPARATION OCCUPANCY SEPARATION NO. E]YES 0 NFPA 13 0 NFPA 13R - PARTY/FIRE WALL SEPARATION INCIDENTAL USE SEPARATION DWELLING/SLEEPING UNIT SEPARATION SMOKE BARRIER SEPARATION TENANT SEPARATION FAM)12f-R.R.-9'1 *INDICATE SECTION NUMBER PERMITTING REDUCTION **INDICATED IF USING TABLE 601 NOTE C EXCEPTION SHELL VAR -IA -BLE FORM* REQUIRED FOR ALL SHELL, ALTERATION TO SHELL AND INTERIOR COMPLETION PERMITS NOTAPPLICABLE: NEW RESTROOM BUILDING --NO EXISTING SHELL. - CHECK EACH APPLICABLE LINE TO MATCH SCOPE OF WORK. EDIT AS NECESSARY TO PROVIDE CLEAR DETAIL OF INSTALLATION. MECHANICAL NO WORK EQUIPMENT SET WITH WITHOUT POWER TRUNK LINE INSTALLED—WITH-L-WITHOUT GAS LINE INSTALL.COMPLETE OPERATIONAL SYSTEM OTHER PLUMBING NO WORK INSTALLED WATER SERVICE INSTALL BUILDING DRAINAND_OR WATER DISTRIBUTION MAIN—WITH—WITHOUT BRANCHES INSTALL COMPLETE PLUMBING SYSTEM. OTHER SPRINKLER NO WORK INSTALL COMPLETE SPRINKLER SYSTEM OTHER: BUILDING NO WORK INSTALL SLABPARTIAL COMPLETE INSTALL DEMISING.WALL PARTIAL COMPLETE INSTALL INTERIOR PARTITIONING PARTIALCOMPLETE WHITE BOX (ADDITIONAL INTERIOR COMPLETION PERMITS ARE REQUIRED FOR CERTIFICATE OF OCCUPANCY AND POWER) INSTALL CEILINGS OTHER ELECTRICAL NOWORK HOUSE PANEL SERVICES LATERALS TO METER CENTERSIPANELS LOCATED ON BUILDINGS DEMISE WALL AND CEILING ONLY CONDUIT, DUCT, RACEWAY IN SLAB POWER AND LIGHTING CIRCUITS TO "J BOX INSTALL LIGHT FIXTURES INSTALL HEAT/AC ELEVATOR GENERATOR PARKING LOT LIGHTS OTHER OCCUPANT LOAD AND EXIT WIDTH F-] NOTAPPLICABLE: REFER TO CODE ANANLYSIS FLOOR PLAN (A3/G-002) USE GROUP AND OR SPACE DESIGNATION (A) (B) (A+B) EGRESS LEGEND OCCUPANCY INFORMATION B U I L D I N G` DATA1 NUMBER OF OCCUPANTS EGRESSWIDTH PER OCCUPANT (TABLE 1005.1) EGRESS WIDTH PER OCCUPANT SERVED STAIR LEVEL STAIR LEVEL STAIR LEVEL 1,62-1/200 = 20 77771 (C.B.C. TABLE 1005.1) WITHOUT SPRINKLER 0.2 PRIMARY OCCUPANCIES: r 777,777, - - 77, -.77, 777 777 7 ASSEMBLY: F -]A -l.. F_�A-2 E]A-3 F -]A-4 F -]A-5 CONSTRUCTION TYPE: A ❑ I B. 11-A F] 11-B jIll-A Z 1111-13 02 - A, STORAGE 01 2.. 6* 3. SQUARE FOOTAGE OF SPACE F3 -86- EDUCATIONAL FACTORY -INDUSTRIAL _j F-1 F_]F-2 F� BUSINESS F F F-] IV -HT 1-1 V*.A F--]V.B 177 5A 358 100 4-m OCCUPANT LOAD HIGH'HAZARD: E]H-1 F__j H-2 F� H-3 F-] H-4: F-] H-5 MIXED CONSTRUCTION: ZNO, F_]YES TYPES 81 A 300 2 OCCUPANT LOAD FACTOR 1-3 INSTITUTIONAL: F F_] 1-2 F F7]1-4 E] 1-5 100 SPRINKLERS: NO. E]YES 0 NFPA 13 0 NFPA 13R - R-1 R-3 R-4 1-3 USE CONDITION F FIR -2, 0 F FAM)12f-R.R.-9'1 .3 REQUIRED EXIT WIDTH. PARTIALLY SPRINKLERED, SPECIAL SUPPRESSION T F_� .1 3 RESIDENTIAL F-] R-2 F-] R-3 F-] R-4 F7] MERCANTILE AL F 7 77- PROVIDED EXIT STARDPIPIES: ®NO 'F_]YES CLASS' 1 1.1 111 [--]WET F_� DRY - El 7" .seas WIDTH STORAGE F-] S-1 F-] S-2 F__j HIGH -PILED 0� 0- 0- 0 - S-1 SPECIAL CONDITION: REPAIR GARAGE (406,3) FIRE DISTRICT: F__] NO DYES (APPENDIX D) F__j FLOOD HAZARD WOMEN S-2 SPECIAL CONDITION: F-] OPEN (406.3) ENCLOSED 406.4) G HEIGHT: BUILDING 13'-8° FEET STORY (EXISTING) 2 v v 358 4 2 SUB -TOTAL OCCUPANT LOAD UTILITY & MISCELLANEOUS BASEMENT. ZNO F_]YES 100 --*—OCCUPANT LOAD AT -EXIT SPECIAL OCCUPANCIES: F-]402 F] 403 [:]404 F�405 [_]406 F-]407 F-1408 F-]409 MEZZANINE: X.NO E]YES n� .F-]410 F_-] 411: F-]412 E]413 F-]414 EJ415 [_]416 F-]417 HIGH RISE: NNO. EYES LIFE SAFETY PLAN SHEET# (IF PROVIDED) 5, D418 F-]419 F-]420 FLOOR EXISTING (SF FT) NEW (SF FT) SUB -TO TAL MIXED OCCUPANCY: Z NO DYES SEPARATION: 0 BASEMENT /A r10 NON -SEPARATED MIXED OCCUPANCY (303.1 EXCEPTION) GROUND FLOOR MEZZANINE PLUMBING ACCESS THE REQUIRED TYPE OF CONSTRUCTION FOR THE BUILDING SHALL BE DETERMINED BY APPLYING ND F-1 2. FLOOR THE HEIGHTAND AREA LIMITATIONS FOR EACH OF THE APPLICABLE OCCUPANCIES TO THE ENTIRE 3R° FLOOR 36 BUILDING. THE MOST RESTRICTIVE TYPE OF CONSTRUCTION, SO DETERMINED, SHALLAPPLY TO THE TN .F 4 FLOOR ENTIRE BUILDING. 'TOTAL 0 Q SEPARATED MIXED OCCUPANCY (303.1/303.2) - SEE BELOW FOR AREA CALCULATIONS FOR EACH STORY, THE AREA OF THE OCCUPANCY SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE PROJECTTENANTA AREA OF LTERATIONIRENOVATION: ACTUAL FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE -FLOOR AREA FOR EACH USE SHALL NOT EXCEED 1.X AREA OF CONSTRUCTION: 1,621 SQ. FT 'A OCCUPANT LOAD AND EXIT WIDTH F-] NOTAPPLICABLE: REFER TO CODE ANANLYSIS FLOOR PLAN (A3/G-002) USE GROUP AND OR SPACE DESIGNATION (A) (B) (A+B) (C) EXIT WIDTH (IN) 2,3,4,5 AREA' SQ. FT. AREAlPER OCCUPANT NUMBER OF OCCUPANTS EGRESSWIDTH PER OCCUPANT (TABLE 1005.1) REQUIRED ACTUAL - WIDTH WIDTH (SECTION SHOWN ON 1005.1} (A/B)xC PLANS STAIR LEVEL STAIR LEVEL STAIR LEVEL 1,62-1/200 = 20 TOTAL REQUIRED I TOTAL PROVIDED 2.. 6* 3. 4 5* 1 TOTAL# OF OCCUPANTS I SEE [ABLE 1004,12 1 U UL I ERMINE VVHt I HtK Nt I UK UNUbb ANtA lb AFfJLIUAbLt 2 MINIMUM STAIRWAY WIDTH (SECTION 1009.1); MIN, CORRIDOR WIDTH (SECTION 1016.2; MIN, DOOR (SECTION 1008.1.1) 3 MINIMUM WIDTH OF EXIT'PASSAGEWAY (SECTION 1020.2) 4 ASSEMBLY OCCUPANCIES (SECTION 1024) AC( H14 DRI PLUMBING FIXTURE REQUIREMENTS GPC TABLE 4:1 "OFFICE OR PUBLIC BUILDIN.G" FOI NOTAPPLICABLE: OCCUPANCY* WATERCLOSETS URINALS MALE FEMALE LAVATORIES SHOWERS /TUB DRINKING FOUNTAINS MALE FEMALE REGULAR ACCESSIBLE TENANT CBY, C-11 6,835 1,62-1/200 = 20 TOTAL REQUIRED I TOTAL PROVIDED 2.. 6* 3. 4 5* 1 FIXTURES,IN "FAMILY R.R." INCLUDED IN THIS COLUMN PER 2010 CALIFORNIA PLUMBING CODE TABLE A, OCCUPANT LOAD FACTOR - 200 It 1-011 7 a SCALE. 3/16 1 00000000 NE100000 clonoolloo mmOric][31-10 11130011000, OEM00000.- 00000000 ONN01:101:11 =1130NNNN OMMONE100 0000000M MENNONE30 Elmmmmmmm -mommomou ARCHITECTS,,. 'INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA .93309 TELEPHONE 061) 832-5258 FACSIMILE (661) 832-4291 (AV 03/09/12 DANNY. RDI , AIA ARCHITE CE. T C4,728 WILLIAM J. L- M AIA M ARCHITE CBY, C-11 6,835 JOB NUMBER: " 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-ACI5-OD(040212).pin DRAWN BY. CHECKED BY. CHECKAND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT COPYRIGHT ORDIZ-MELBY ARCHITECTS, iNC.2010 SHEET TITLE D -AE.- INITO I& `O`RMr-% i. N Z03% H EEI . SHEET IDENTIFICATION NUMBER Admill, 7.1-207 03/09/12 PLAN CHECK/1310 04/06/12 ISSUED WITH ADDENDUM # JOB NUMBER: " 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-ACI5-OD(040212).pin DRAWN BY. CHECKED BY. CHECKAND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT COPYRIGHT ORDIZ-MELBY ARCHITECTS, iNC.2010 SHEET TITLE D -AE.- INITO I& `O`RMr-% i. N Z03% H EEI . SHEET IDENTIFICATION NUMBER Admill, 7.1-207 O fl LO ca 0 0 co Lu a< 0 ry 0? Q0 NrC� rr 0 IN R tr) 'IT 0 N < O 0 W POZ 00 0- Q_ (L wwa PAKTIAL SITE POLAK NOT TO SCALE I� SITE -PLAN LEGEND PROPOSED RESTROOM BUILDING - -------_= - FUTURE SPORTS VILLAGE FACILITIES SHOWN. DASHED ACCESSIBLE PATH OF TRAVEL rn m KET NOTE DESCRIPTION 1O "(E) POLE WITH ADA AND$250. FINE. SIGANGE O O2 (E) POLE WITH ADAANDVAN ACCESSIBLE'SIGANGE O �(E WIDE' -x 18' DEEPACCESSIBLE PARKING SPACE �T 5' WIDE ACCESS AISLE ON DRIVER SIDE v 4 8 36" SQUARE INTERNATIONAL SYMBOL OF. O ACCESSIBILITY -PAINTED INACCESSIBLE PARKING SPACE O5 (E)TRUNCATED DOMES O6 (E) SIDE WALK O7 (E) ACCESSIBLE DRINKING FOUNTAIN O ADD 12" HIGH WHITE LETTERS STATING.."NO PARKING" PAINTED ON ACCESS AISLE (E) POLE- WITH ACCESSIBLE AUTHORIZATION SIGNAGE 10 (E) ACCESSIBLE PATH OF TRAVEL 11 iNITH W8'IWDEDE 1AC'DCEEESPS AISLESON DRIVER SIDE PACE 12 (E) FIRE HYDRANT 13 (E) PLANTER 14 NEW PLANTER -SEE CIVIL DRAWINGS N ACCES LE DRIN 16 CONCRETE WALK -SEE CIVIL DRAWIGNS FOR JOINT PATTERN AND DETAILS Z OX 101901MI]MM k4 II I II II. IL F— Z 0 PARTIAL SITE -PLAN SCALE: 1 20' 0, 10 20' 40 =Mon 7.1-207 J0 No.. C— 16835 DECEMBER 31, 2013 �Z_RENEWAL w DANNY E. ORD IA ARCHITECT Q 1 7.28 WILLIAM J. M Y, AIA. .8, ARCHITECT -16,835 CD .03/09/12 PLAN CHECK/BID 04/06/12 ISSUED WITH ADDENDUM #3 JOB NUMBER: -1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN 8Y: CHECKED BY: CHECKANDVERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK, REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THEAkCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, .INC. _. 2010 SHEET TITLE SITE PLAN SHEET IDENTIFICATION NUMBER.' A111 0000000m 0000000n. c][30000mm .0001=1110 00000000 NE0000011 CIDEINNOMM .0mmmorioll OEINMENNO - RNMENNE10 [Immommom.,mmommmmu. RD 1Z. __V[ELBy ARCHITECTS, INC* 5500 MING AVENUE SUITE 280. BAKERSFIELD, CALIFORNIA. 9.3309 TELEPHONE. (661) 832-5258 FACSIMILE "(661) 832-4291 ................ PLAN LEGEND 8x8x16 CMU -SPLIT FACE F- CLASSROOM ROOM NAME EXTERIOR ELEVATION SYMBOL El EXTERIOR SIDE f AIIV LOCATION ON SHEET C-1 ROOM NUMBER 24 STUDS @ 16" O.C.. WITH 5/8". DOOR SHEET NUMBER Qi GYP. BOARD ONE SIDE WITH CLEARANCE VENEER PLASTER FINISH DOOR SYMBOL SECTION SYMBOL M.O. MASONRY OPENING DOOR NUMBER Al LOCATION ON SHEET A-301, MT JAL �THRE OLD SHEET NUMBER' "'L I '1""_ ULL' TC TOP OF CONCRETE LO INTERIOR DOORS TD TOP OF'FLOOR DRAIN01 WINDOW'SYMBOLSEE.. DETAIL SYMBOL 24Y'-4 EXTERIOR. DOORS WINDOW.SCHEDULE ON A-601 Al LOCATION ON SHEET ROOF ACCESS LADDER SHEET NUMBER A INTERIOR ELEVATION SYMBOL 30"x48" CLEAR AREA TYPICALD ELEVATION ORIENTATION ADA SIGNAGE SYMBOL UNLESS NOTED, OTHERWISE. F SEE DETAIL C5/A-501 6-0" DIAMETER SHEET NUMBER TURNING CIRCLE . C INTERIOR ELEVATION SYMBOL NOTE: ELEVATION ORIENTATION ALL DIMENSIONS ARE CLEARANCE TO FINISH MATERIALS _j 0 0 0) Lu 0. a< (f) F_ w 0 0. uj 19 Q U 0) ca 0 0 0 C) to NT I 31-411 DAYLIGHT ROOF DRAIN AT M.O. +6" A.F.F. PER PLUMBING MT .1, /1'.., .. " A A MI Z, F 3 Oil SURFACE MOUNTED FIRE 101 EXTINGUISHER (FE3) PAINT EXPOSED .01 STORAGE01 ROOF DOWN 101 .102 SPOUT TO MATCH WALL (TYP) C) 2% FD W-2 6-6 A 99. 5 TD C3 • kA501, A301 %;k� 4811 F.0,S% 'B3 102C rB4 `` A2 4 . `/ 100.00 Tc A501 TYF % -911 -61 21-611 LO 100.00 TIC 1 L. 2#41 L# 21 IEEE. - It 3 R.D..D C3 n nn T .00 TC T H 0 '0TRAS ox "`CA CAN W- 1 F OMEN ZD to CD .50 A" B3 Oil it if It 31-011 31- T-1 1/2" 41- -,t — e 0 \ A301 ' 2% L_ L. 3-0 10 1�io �1F. 1,-'V—CLR 17 CLR, TTM — LI�R_Q CLR � 4 11- Lj 2% Fu CD 7-, 7 M 20/ o 20/a 100.00 TC .99.66 D I D +/-5f-411 A? 99.66 TD AM 20/ t 100.00 TC 00 A Z 13.8 04 to C1 3A 038 0 0 3 4 ao 31' 41 no -I-,)[ I A221 4< 'z M I At 1 16 1' / riz Z-, 7./ -7 31-8113'-811 .31-811 '31-811 e e - Al 106 9. A, X A221 J JI 100* .00 TC loom, to PLUMBING ACCESS III, V-6" 31-811 31-8fl 31-811 AJ'I 0- , 31-811 \A301 / /, ,A 01 . . . . . . . . . . . 7/ -4lf Mis _1. 104A104A' 1048 C14 M.O. ro) X 04 W-1 D 2 D.2 Z., -411 3' it 31-011- VV61f ".!``: . -61'' A 31-011 e 11" 10 CN § �, CLR \JLI CLR '. �e\''+.'. . '. _.RQ N.1 100.00 C M 2/ 100.00 TC UV 1 is co F 99.50 1D j::",: -..::,.99.66 2% 100.00 TC FD �99, 7 TIC 1_1 1/2 11 2% 0 - F_ �_3 C, 2% j e_ 1-011 MA7p' TYP. CLR. 4 L Q� 61 11 to 31-9111 11 1-61t 21-611 q, �, 4 zj ><< MEN TRAS TRA. 04 0 CAN I(fil. 00000 '00000 00000 00000 F. CINI r10 5 B HI -LO DRINKING FOUNTAIN SEE PLUMBING B1 a m1s, DAYLIGHT ROOF DRAIN AT +6" A.F.F. PER PLUMBING A \I SCALE: 1/4" 11-0" 21 41 8 monsommomm 000001-10111111 01:01:10000 TOILE . T AND BATH. ACCESSORIES E:11:11-1130[3mm. mmr'000130 SEE TYPICAL MOUNTING DETAIL D41A-501' TYPE DESCRIPTION m GBI - 36" GRAB BAR - SEE DETA.ILA4/A601 G132 - 42" GRAB BAR - SEE DETAIL A4./A501 R m It MH 1 -MOP HOLDER B3/A-.501 MRI - MIRROR WITH STAINLESS STEEL FRAME/SHELF -M-LLBY. PT2 - SURFACE MOUNTEDPAPER TOWEL DISPENSER ARCHITECTS, INC*' SDI - LIQUID SOAP DISPENSER 5500 MING AVENUE SUITE 280 FTD2 SURFACE MOUNTED FEMININE TISSUE DISPOSAL BAKERSFIELD, CALIFORNIA .93309 SCD1.- SURFACE MOUNTED TOILET SEAT COVER DISPENSER. TELEPHONE (661) 832-5258 TPD3 - SURFACE MOUNTED TOILET PAPER DISPENSER FACSIMILE (661) 832-4291 FE3 SURFACE MOUNTED FIRE EXTINGUISHER WITH STRAP A R? JO No. C--16835 DANNY ORDI , AIA ARCHIT CT C- 4,728 WILLIAM .,M BY, AIA ARCHITEVC-IIY6", CID 03/09/12 PLAN 04/06/12 ISSUED WITH ADDENDUM 3 JOB NUMBER: 1446 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN BY: CHECKED BY. CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. DC:DnOT r11Qf0F=0AK1f'1f=Q Tn T14r- API'WITII THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY'OF THE ARCHITECT COPYRIGHT ORDIZ-MELBYARCFfITECTS, INC. 2010 SHEET TITLE FLOOR PIAN .7.1-207 SHEET IDENTIFICATION NUMBER . mmmmmmm C c� R (714 0 "T !a a 0 L6 () <l 0 0 _j co 2 0 0 ly �_ U) w W_ V Of a< U) �_ w 0 (I (f) 2 rr U< - w I— �<_ (�, (o C) 'IT � a 0 16 0) C . 3: co a (o 0 14* - - c� ��l a IS) ,It 0 . IT N (1) :E - m CL 0 0 . N !�! 7? (') to (:j 1 6 4 1^1 - I I di L�j W ;E � 2 < Paz . . �- �- -m I- .0 0 �_ j _j < � a- a- 0- . . I I I . . . I . I . � . � . . � . I � . ___ ___ . . � . I . I . - . I I � I I - I 1� . . ! I , lmmmmmmmffmm� I . . I . . . I � � . . . . . . I . . .. . . �1 . . I .. . . . . . . . . � . . I . I .. � . . . I . I . I �. . . � I . . . . . . . . .. I . I I . . . I . . � . .. 11, . . . . I . I I . . . . I . . . CEILING LEGEND I . . � .1 � I . . I . � . .. . I I . . I . I . . I . I � . . . . . . I . . .1 . � . I � . . I I I I I . . I � I . I I . � � . . I I . � I . . � . � . I . I . . I I I . . I I . I . . � I � � � I � � . I . . . . . . I . � . . . � . . . I I . . . . � . . . . . I I I I I . . I . . . I . . . . � 1 � 1.3 . I . 2 . . I . I � � I . . . I � . . . . I I . . . . I . . . . . I I . � . . � � . . . I . � I I . I . . . . . . � . � I . . . I � . . . . I . I . . � � � . . . � I . . I I . . . .. . . � .. . . . . I . I . .1 . I . . I . I . I . . I . I . I � . � . . � . . . I I I � . . I I I . I I . . . . ,____�, I . I : . . I . . . . . � . I I . . . . . . I . � . I . . I . . . . ( B2 "\ . I I . . . � . I . 1. I , , � . . � . . I . I . � . . . . I � I . � . I . � I . I I I . I . . . I . � A501 J I . I . I . . I . . I . I I I � . . . . . . N-1 _-_1 . . . . � I I . I . . I Sim . . � . . I I . I . I I . . I . . I I � � . I I DAYLIGHT ROOF DRAIN AT . . . . I . . I I . . � . . I . . . . . . ,� I . . I � . I . . . .. I I � . � I � . . � . I . . I . I . . +6"A.F.F. PER PLUMBING . I . I . I I I I I . . . . � . . � I . . I . � � I � � . . I . . . .1 I I . .. I _14� -) . . � ( A� .. . I . � I . . I . . . . . . . I . L . . . . . . ..._., � . ... . . . . * - , . . . 1. .- '.. . _. .. ... - -.1 � . , . . - . .. .. , - '. . . . i I , I - - I a .. . . ( ) I . .. I . . I *1 . . .. . .. .. .. . . . . . '' , I . . . * * . , , * * - - . I . . . . . . . . . . I . . . . I I ........... ... .. .. .. ... - ...., . - . , . , �. ... ... ... ... .'..... ... ..,-. I I _* - - _* * - _* * '......... - -*.-.-.,.- ...... - - ... - ..... . . I . I . .1 I I - .... . '. . '.. *..*. . * 1. .. ' I.. .. �.,. ... . ... .. ., ... . , . '. . '. . . *-:. ..'......, ........:.. ..,.. ... ...... ....... - . .I*. ` .., ... . * ....'......... ...'.. . ..._............ -, ....... .. .................. _.... . . , .. . . , . .. ........ I.. ^' **' *'* -1 .,.*- * -.I- .-'-.'. ".'.., .I'-.`.% .... . .. _0___ . � I .. ..... . ..Ro... .... .- ........ I - ..._....' . . *. ......._... .. .... __ I.. . ..'. ................... ... .. - .. 1. .... .. .. ... ... - .. .. * . , .. . . � . . . � , . - - -? , * . . . . . . . - . - - . . . . .. . . . . . . . . . . . . . . . . . . . .. . .* - , . � . . . . . , - . '. W- - - -) - - - . . . . . 1. . . . . - - . . . . . . . . . . . - . . . I . . . . . . - - . , * -* , - -* * - . . . , ` - . . . . .... . . . . . . . . . , . , . . � I . . , . . ., . , .. . .,. . . . . . . . . . A U, � -*_:_---*_.*.-_--_ . . .. .. . . .. .. . ...... ... .......... ... .. .. .... - I .. . ..' . . .. .. ', . _... , . . , .... * * . .. ..... .'.................'...... ._..,...... I . . . , . . . � * * .. , .,***.... , , ' .... .... *. .. ... . . ... _.. I ..'. I... ... I I . . .. �. _. . . * - � ... ..... - - . . .' ...�. .......... . . .....* .. -.1.... .-,.., ...'. - ..... .. 1* ...'....... �.......... ........'.. ........... .....� �..... �... . I . . . .. .. . - .. . . .-.. . . ..- . , .... . - * .. - . * ... , . , ... , .. ... ... . .. *.-* - .,.., -S-7 . 'E, t I ** - .. .. . , . ..... - - * ..-.. .. -� ...-.101, "I -`-,_*__-.-_-----:-__-.. ... ... I ......... ..,.. .. - . *.' - . , . , . .. ........ _.... bOAd .'..o -*.:--,--. . 1. '... . . .. . - * , . I . , . . . . . . . . - . . . . . . . . .. .. . ^ - . * .. .. - . . - , . . .. - - . . . ..... . � � . * . 1. . -, - *. . � . . . . . . , . . . . - . . . .. I .. . . . , .. . . . . .. . . . . . . . . - . . . .. . , , - -. . ... - -, . .. . .. . . , . . -. . .. , I . I -. . ..*. . '. . . -� *. . . ...�... . 4 � . � . . . � - ` . - -'. - - ** - -.`.I. .- _. . . . : . . . . :-,--.--.*- * . . . . . . . . . - . ". . *." . . . I . . . . _.- . I .. . , . . . . . . . . . . - . . . ..I.,-. I - `.I. .. . , . . . . . , . . . . � , . . . . . . . . . .� . . I . � I . I � I I . � . I - .1 . . . . - ., . � . . . ... - . I .. . . . . . .. . . . .. - , * .. , . . . . . . . . . - . . ..:. -1_:..*:.1.* . . . . , . . . .i6 , . .. - - . .�. . . . . . . . . . , - * . * . , , w. I . - . -'. I . - . - - I I . I I . � '.. .. .. . . *. . 1. . .. . . _. . .. . , . . . . . . , . , . . . . � . . . . . . . . . "'. "'.'. . . . , . . I I . . . . . . . . . . . . , . . . . . . . . . I . I . _.. .. � .. . . . .. . . . ."............ . . . - . . . . . . . . . . . . . � . . . -.'-.'-.-. .".." I .... . ...... . . . . . . . . .. . ... . . . . . . . . . . . . . - _- '. I-..-. .. ` - . . - . . .* . . . .. '. .. -.,. '. - . - . . � I I - . . . .. . . .. . .. . . . . . . . I . - . . . . . � . . . . . . . . .... . .. . . . . * * � . , , - . . . .*.* .-., - - . . . . . .. . . . . . . . . �. . , . . , � . , . lf".'. , . . . . . . . . . . . . . . . . . . . . . .. . � . . . .. . . . . . .. . * . . _. . . . . . I. . . - . . . . . . . . .. . . . . -...�. . . . . . . .. . . *. . *. . - I . I . I . . I � .. I , * * , , , , . , , '* * . . .. . .. . . . I I . . � .. , . * . *' . , . . . . .. . . . . . ., . . . .. .. . . . . . _. . . . . . . ,:� . .4,--� . , , . , , * . . * , . , , * . , , � . .. . . . . . . . . . . '. . . . . . . � . I . . . . . , , , , * * * * * * , - - - - - . . . . , . ... ._ . . - I . - .. . . . . . . . . . . . ; ... . . . . . . . . . , . . . I , __ , * - , I * � - .-:. .. - .. . . . . . . . ' . .... . .. . . .. . .., . , ., . - , , * . I . . I . o .. , .. , '., . . . . . . . . . . . I . . . I . . . - - - * I . . . . ... '. , I * - *. '. - *. I . . , * . . = * . - - - ., - - . . , . . . I . .. .. . . . - . - . . . I . - - . . . , . . . . . ... ... GV '. '. . _.. '.I - * ...� -.- - ,*,-,* . , . '. . - . ... . " ...� . . . . . . AN, AL . . .-. - .-.- -.-- - .--. - * * * .... . , . . . . .." - - *.._... %-..�,.. -Typ-t- I -'-'.., - - . , . Afouk * . .. - - - * .. * � .. .. . . - - . . . . ... , .. _. .. ,.. . .. . I . . - - . - - - .- - - - - - I ..........'. . I .. , . � . . . ................. . . . .; - I - - , * . * 0 . . ... -, - - - . . - __ - I . '. .. * .. . . . * .. . . . .. . 1. ... . .. - .. , . - ..... '.. .. .. ..., . . . . .. - .. - . .. . . I I . . . . . . . - - * . . . . . . * - , . . . , . *. . 0- A , . . . .. - - .. - .. .. .. - .. , . . - . . . - .. ummm . , , . - , * . * I" _.�,_ 7y. .,.Y -.-v -7 *� - . . . . - - * . - - - - - . . I . , - , * . . I . -N - - - - � . . . - *. - -'.'. -'. � . . I . . . . . . . . - , - .V� -'f I . . Y . - - - . . . . , - C3 "V,�,, C3 N& . - - - . . - ., . . . D2 ' * . . . . - Y - . . ... - . . . �. . . . V - . ." .. . . . , . . � . , . ... . . . .. . 1. . . . I . .. *1 * -_.'.* .. . Y. .. .. ...._....., . , � . . . ... . . I . - - , . . I . . I � . . . . . . ..* - .. . . - - - .. .. . . I * - A501 * .. -f� .. .... - - .. ... ... . . --- . - -, - . . . . . ..�. . . . , '. . . * . . .. ... . .... . - .. . .''... ... .:.. ... .. 19`..-� ...-.. .. . . ... . ....'........ %:.. ... I - ... . . ., ..�.-. , 1. ..._..... .... . - ... ... . . .. .-. , � .. . r9 '. . ..'. 1. - ..- ......... .. ..... 1. .... . .... . I ��, 1 , � I lzaly ---- .. .. . . . .. �_, .*-`.�-----::-..*-,:.. .. .. ... . .,.'... I . .. .. - . . . . .. - [ ?I - I . .. .. . ... . ... . . .., ... , �.. . ..�. . .. . .... . ... * I , * 1, * . ........ - .. ". I - - % * - - *..... . ... .. .... �... . �... . .... . . .... � . .. . , ** .. .,. ...-. .... ---._..._.. . . .. *. .. ... .. .. . - .., - .. , ... * .. * . ..'..... ... .._� � . I . . , - . . , � . I. '.. . . . 11 .. I . .. * , , *' . - .. .. _* ' , I I ( C2 � � . - - , . . . o . I . . . * - . . . , * . . . , . .. . . . . . I, . _.. � .. . - - - . * . - , '' . * * , . . . . . . � . . . . . I . . . , . . . . . . . , - * . � . . . . . . . - - - - . - . .. � A501 - ... - ... . . . . . . . . . , '' '' '' ... .. wmlq%�_. � .. * .. .. , . ft...- .. . .. . +0_0 . . . . _ - - ... . * .-..,3 *. ... - I . . . . . . - , , . - " - .. - .. .. : , __ . . .. .. � . * , - - . . . I . . . . 1H * . I - . ... . M. 1. . . . .. . * . , . . � . . . . .. .. T'6 . . /1h . ......'......... ... ` si. .. __ I. . I . - , * - _. . . . , . . .. - . .. � .. . ... ... . . .. . . '... . . . '... .T, * * *".*. . . ... "' TYPE Ill- I . . . .. . . ..�-.%....,_'.,_'*-_..- * '-. ........... ... * -'.*.* -,.. . . . * .. .*... - * * _. - .. . . ... I . . . . . * ......... yp 1. **.' ..*.* . . . . ... '.. ... . .. .. ... .,. .. . . . .. -.. I . . . . , . I � .. ........"�. . , . , . . . ... , . , .... * .. 1. � . * . . * . I . , , . , .. I * ... . ... .. I . I I . I I . ....'....". - *-,.,. . . ....._........... ... . ..... . . . ... . .. . _'. ... , '... ..*-. * ..... , ., * ... * . I ........... I I ......, I . . . . - * . I . '.. * . - - *.'. .. .. " 11 I.... .. .. �. ..1. * . * , , I I I . . . .. , . * . " I , ... " . *'* ...- . . . . *. - * . - ...... *. *.*-.,... *... .. - .., . . �] - . - .. - .. . -*-*..*_*..,., . . . ......-.. . . 1. � - X-11. I I , . I . . ___._____ .- _._I-._ . - . - __.__�___:��__. . . . . � . .. - I � - - . - . . I . . . _:;, - . . . . .... . ... ... _.... ..... I . * - - - , . I �. . * . . , ..... , . ... .. . �. �.... .. . . .. , * , '' * , * , , , '' *' * ,.'', % - *. % I . *. *.... * ... '* * * * * , , * , , , _. * * -,-*..'.... , , ......... ...'... , .... * ... . .- %_� . . ( )_ � . ........... . ......... ... . ., **''*.__ .... .. , . ........ '' , ** * - ** * **.'.*.*.'1 .,.*.. .. ... ..... *' ** - ** * *.%..... . . .. .. .�...,.... . .. , - - ....... ........ . I ___( ) . . . .� . . , . , - . . . . . . - - -, , . ... 1. .. . 1. . - - - . _. . .. . , * -[ * - '.. .. - - - ... ... . . . I � .... . ... . . . .. . ;..... . ......... . - * .. .. ., ... , . ... . _. .. . . .. ..--1._._-*,.. .. . .' - � - I .. .. .. I . . . . . .............. ....:..-_:-"1-., . .... . . .. ... .. . . . . . *+ I I . . . , .�- .,., - ...:. . ---.... ..... ... . .. I. .. . . - _., . .**�' . I,. ..... . 1 - . . . . . . . 1. .1 . . . . � I . . I . � .. ...Ilu. . .4 .,. * , . . . , . ... , . ... .. . . * .. .. * .. * , .. . ................ - *I - -, ... I . . I I . . . . . .. . * '. . *_ - ., . . . - . - . . . /"K*. - - I .. ** , . , . + - -.1 - * , '. .. . - *.,. . .'.'. I .'.'.. �..... - - - -- .. - . . . ... . . . - - - . . . . . . . . . . , * - * .. ... /I- . . . . . . , , ''.... , * * , .. . .. ... . * .. , . . . .. ' * � . . .**. .,....... . ... . . . . - . _6;-6il... ..... I...WO.ME-N.-*"-.-"'.*'-'-',.'- . , . . . , . . * , , : . . . . ... ... ... � . -I..-'.%-...-..,......., ....... ... ...... ...*... * .%... .... ....... ..................... ..........'.....T. ....... .!.....`**'' .".`1'.'.. . ` ." ... ... ..."... ....'.... ... . 1. 1�'�.**._.*-.*,.1'_..- .I.-.. .'-�.,........,.. - ` I...""*,., . . ,*., . * . '.* . , . . . I �. . . .. - . TYPE. I. . . .. .. .. .. .. .. I - * P�* I- . ,-, .,..,., '* * . I .*' -*.* .'.*". - *. - . . e Iqu . .., . . . . . . . . I . - - . . . . . I .. .Ty'. .. .. . .. . . - . - ' '. . . . .. . �..,. .. ... - .'.. -:.,.. - . - . . , ..*-1. . . . I . ... . . . .. . .. .. . * ..... ... .. .. , 1. .. . . . . _...... ... . . .. ... ....._.. - .. . . . . - * .. 1. . � - , . , . . * . . .. � . . . .. .. . .. .. -, . . . . . . * . . . . . . . . . . . . , 163' . * . - . , . . . , * . . . . . . . . . .. . AL I � � . I . I& 11 I ... . .. . . � . . . . 1. . . .. . .. I - . . . . .. . - . . . . . � .. . . . . . . . . . .. . . .. . . .. . I . . I . � . % . * -*,-. . , . , ** . '_ , * � , . . * . '. . '... I ... . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . � .. . .....:. . .. . *.... % ...... . ... . . . . - - . *-*.'- " . , .. . . . . . � . .. . .... . . . . . .. . . . . . . .. . . . . " . , *. . *- . . *. . . . ... . ...� . ... * . * . '* . , . , *' . . . . . . I ." . *, . .. . - , % * .. -. - , '. .. . . . . . . . . . . . . . . _.... � .. * _.. * .. __ .. '.. * . . * . * . , . . I . , . .. . . '. . .. . '.. - . . . *. . "*.. . . . . .. I 100=%, . . L . . I - - - , * , . . . . . . . . I . . . . . . . . , * . - - .. - 1. .. , . � . . .... I.. ... ...... .. .. . . .. .. .... , . _ . * . .. .. . , , . . . * , . � . . 1. .. ... ....* ... .... . . . .... . . , . . .. . . "' * * * * . . , _. I . . . . . . . , ...... , . . .. . , . . . � . *. ". . I . . . 1. . . . * . , . . - .. . . , ,* , . . . - - - , . .. . L . . , ... . , , . - . .; . .. . , . I . . . .. � .. - - - - - - . . . . ...... ..'..... .. .. . ""�., . B3 . ...... . . . . . . ..... . .... , .........._..........._.-. .. *........ , , *'*' ..... ...'......... ''.�.. ..-.............--..,....�..-*,�.,-*,.. -.*.,._. ...... 7 .. ... �_ - I ,Z B3 - - . . . . .... .., , * * .. .. .. , .. , ..... ... . . .,.. . ........ �'. 1. - . . , 1. � . . * ..�.....!... , _.. . . �- % - , '. , *.. 1.,_.'. -_*-.'1..1............ - . . . . . I..... .. ... I%.. � _.... . L ..... %. ..�. . . . . , - ... - - I...... ... , ... ... ..*I. '.. ... ... .... - '' .... *'.... ..,.. . .I...... � I I - . . . . . . - - I I A301 .. - ...-.. . .. - . - *.".'- *. *.,.,' j . . . . . '.... - ......... .... ...... , . . . * . ... * . . .:-.-.-._...- .. . .. . .. .. I ....."'. . *1', " ". . '.** " "..'. , .....'. * ..... .... . . . . . - . .. . . ;. . .. .. .. `Zv . I ... . . .. _ .. .. .. . . , , , . * * . * * . . .. ; ...... .,-, ..- .. ... ... ..,. . 1. _. . . . . ... ... I . .. . . . I . . .. � .. . . , ... . . ... ..- ..... ... ... .., .. . . ***. - I .. .. '. ..' - . .. ... ..*. . . . . . I . . ... * *' - .......... . . .. ..,....' ......... ....,.. . ..-. L . . - .. - . '.. - - .,. -.,.,.*. � . . : . . . .. .. ..'. ..'� *. . . . .. . . I . .. .. ........... _. .. ... _'-� - . - ..... ..'...., . * , . , . * . I * . * . * . I - * - * .. . ...... ....... - .... - . - * . , . -.. * . , . - . - ... * . , . * ... , . * ..... * .... , - , '.............. ....1. - . * - . - . * .. ... �.......,. *,.. , . ***. - I..... , * , , . * .. , _... " . � . .*.* . I I * I . . 1. . ..., , .. * ... * .. , .. , .. . . . I I I .:..*,. . . I I .. .. .... .... . ... ... ..... , . ..._.... .., . . . , . .... ... .. _... _.. .. _... ... ... .� .... ... . .....�...............�***-*."*.'-*.*.*.. *.,. - **'* "* - � ...... .... ... . ... . - *. �- - - '. *. - I ....-.--._--_t._-._- .. ..�...-,.*._.-1 . I . I . . . . , , . . . . * - , , * - , . * * . '. - - ... . . . . . . . .* , . - * '_'. . * * *_ * *-,l - .. * ..*. ' '. '.*.. .. . .. - .. - . - ...... ... .1. . .. .... ... ... .� ... ... .. ..., I . . .. . " ... .. . , . . . .. . . .. .. .. . .. . '.. . *. - .. . ..*. .*.;* *..,. .*.. ..*.... . ... ..*.. . , . ......... .. I.. .1.. ..... .. _. �. . . , . . . . . , ... ... .1 ... .. , ... %� . .. .% �'. ..�.. ...,... . I .. . . * � . . . . . , . . I . ' .*,. �* - '' '. ... . . - . .. ... . ... .. ... .. .. ... . .. - - , . .. . . L I I . ... � . . . 1. . _. . - * * *.. . ... ... ... _.. . I. .. . . . . . . . . . I I . . . ...... . .. 77 - .' - - ''., �-'.'. * ''. .. * I , . . . . . . . * * * * * . � . - . . .. .. .. . ....... - - - - - .... . � . _. . - .. . * - . . a . I - . I . . . . . . . . * . . ........ � . . '' .. * . . . . . * , . . . * * . , . . . . . . . . . . I .. . . - '' .. .. . . .. ... .. * , .. . , .. . . � . .. . .. .. - ... '' . I .. . . ... . . .. . . . . . . _. . ..". .1 .. . *.... . ... .......... .. .. . . . '... . . . v . .... ... ... . . .*-, . , . *. %. . *. . *..'...*..,... . - I . ......* 4 I.. . .... . * '' . ... . - . . , . .�. . . . . ... � .. .1 .. ..... .. . - .. I I ..... .. ... - , ... , . * ... - . - . I . - . ... - . 4 . . . . .. _. . -1 I . . . .. .. .. .. * .... * . . . . . .. . . . �, ...... .. .. .... �. , . . , . . , . , . .. . . , . . * . * . � - , . , . . , * . , . . I � * ' . . - * - I I I - - . - . - I . - .... . . .. ..... . I. . . ... . . .. .. 1. ..... . . . . . . .. .. ... . - * - , I . I , . , . ... '' - -1 .. .. . . . - ''.... ... ... .. . . ** ** '' .. ... .. . ''....... .. . .. .. . I . . ... ... .... . . , . I . . , . - . , I . - * , 1, * * * * . , * - . . ...... .�,..... '. .. **** , ** , , '' .. . ` ' . . ' . . '* *, . , ...... I .. . - . . . * . . * . .. .. , . . .. .. .. . . . . . . . - - - ._-__ ___- - -__- _- I . .. . ..... . ... - . .. - ... 1. . .. .. . ... __........... - . 'L.. . ... ''**,* , , . I �' .. . - * - - - , * , . I . . . . . . . . . . . . . . . . ... . .... . ., ...- . . . ... . . .. .. � . . . ........'...., . .. .. . .. . , ..... I I . ... . . . - ........ . .............. . . . . . . . . . . . . . . . . . . . * . ... '. *.*. % .. , *. . _. ... . .._.-.._.. . . . _. ... . 1. . . . . . . , . . . .. . . � . - .. . .:..--.`- . %.,-_._-.-_-_.- . -..-,.*."- , % * *.'..". , '. * *'. - *_ - % , . - . . . . I I . I . . ... . . . . . .,.. ... . . . . ..... .. .. . . ... . . . � . . . . . . . . . . . . , . . . . . . . . . . . . . . ... . . ..,.. . -'., ... . . . , . . ...... . I.. . . . ...'...... - I-'. *. '. *.'- ... .-L' . . . . . � . . - . . . I . . . . . � . . ... . . . . . � . . . . I . . . - I.. . . ... . . � . . . . . . . . . . I .. I - . . .. �. �..... * I .. . ' . - . . . .. . � . . . . . .. . . . . . . . . . I . . . . I . . . I . . . . . . - . . . . . .. . . . . . . . I . . ... . .. , ... � . . . . . . , . I . . �.. . . , . , . * , . . . ...� . , � . . * - . I .... * - . . . , . . , .,. . . . * . . . * . . . . . * . . , . . . . . . . . I . *. . . - . - . I . . * . - . . . . . , . .. . . . .. . . . . . . ., . . . . '_ . . . . . . . . . - . . . . . . � . _. I - . . � . . . . �. . . . . . . . . . . .. . . . . . . . LL I w � . I I I � . I B.8 . . . . . .* I , I . ". . . -----* ........... _. �.. .. I - * - . , * . � .. - * , , * * * '' *1.,.,... .. .. ... .. - . . * .. ............. I ........ . . . . .. .. I - *1 B.8 . . . . . .. . .. : . .. .. .. .. ........ -......'-'1'-,_,. '. *1 . .1 I , *-.,.., , - * *..*. * * - * '.. . . , ^ * . ,..,. 1. � . . .,. '... * . ...... ..... I � I . 1:1. .. .. I . I I *: I * � :.*, .. .. . .. . . .. ... . I , , , . . , , .. . , ** I '' . - *1 *. . .. - . .. ... ... ... .. . . I . . ... . . . . I I . 1. .. - I - .. .. 1. .. . . * ........ , . I.. , '.... *' _* , , *' * ......... ,****'' .... *' , , ..... .. .. ... _. .. ...... . . . . . ............... * . '' * * . -, , '. ... - ... � :�* , I . ... .1 . . , I . . . .. . - .., - . . - - '** *, . , ** '* * .. ... .. , * * . ... ... ... . . 1. . _............, - .,. - - -... , . ... :: . PLASTER SOFFIT -- ',.' ,-'�-` ... ... .. .. .. . ... . -. -**.''* , .. � .. . - ` .- - - ` - - ..... .... .... . .-*--I.. ... , . , .............. ... ...... ... , ... , ......... .. . . .. .. ,., .. : .-. : '. --09--�- PLASTER SOFFIT I I ..:* I * - I I . . . - - - . - - - .. - * .... -..... * ''. '* . . .. - . * .. .. . ... , . I , . .. .. :, I I I .. . * . . .... . . .* .- - _... - -_.. - I . . .____- . � *... . . - ...-... ... - - .. ... .. .. . .. , .. .. .. ..... 1. ... .. .. . . I *.. . I � I . .. . .,.**.. : .% * ... .. .. :, .. .. - - -..- - �.-_ - .... __..., ...- ...- . . . . . � .. . , .I.....--.---.-.. ... ........._..'*.-X.-.._,.-.-*_, . - *.,. -. - . _ _* ... _.. , .., � �. ** , . * . . , ... .. . *. . - .'. 1* . * , � - - - . . . .. ....._.. - . .......... . .. ........... ..... .. .. . ..'......'.... * . . � .. ... ... ... . . � .. . . .. ... ..... .. .. - .. ... .. .. . - - .. - - .. .. .. . , 1. - .. . .. - .. .. . , :. : , ., ... : , %, - - * - :, . . . . . . , * * , . * - . I ___ _ . ___ .-::-,- -_ _ __ ___ _ .- _ .- .- .- __ ' ..*- . *, :.. .__ _ _. I , I . ...,_7,:: . . . .: I .. *` . - 1. I I . I . . ... 77 . : ... % .C� . '. I . , . . . I . . I ( )__ - - - : . . . . a. .. .. .. .. . L I . - , .. . . ... .o - - __( ) . � .. I I .. . . .1 L � . . . . . . : , ... .. . I 1. .. . � . . . .. . . , . . , . . . . I . . * . . . . I � .. �, .. i ., . 4 . .. . 1. . . I .. it . I � , L . . � ". : * , *. * - - f '.. '.... 1. . . . . L I +0-0 . . I , , oil' - . . . .. 'riki-0,011 . - I I I /Ift . . . . . .. - JA.4"t -. �'- -*. ,.* " I I I& I .. 'P I .. I . � I .. . . lq!u...T-yr . . ' la� . . . . . 'V. TY - E jl* I % % - - L I lu TYPE III . . - AOMWL .1 ld=k. . . .. .1 I .. . . . . . * ... .. . E.11 '' ".... " . � 6, '. . ... I I . I . ... .1. . ... , .. .: .. .. L .. .. ... .. ')6, . I I . � .. - * ` . I . . . . . - Y A3 "' % .. . � --- L�_ - ��o* I- " .. I . . " . I "/ A3 . . . � . . ... . . . . 11. . . . . ___ kA301 I � . .. . 1. .... , - . - . - . .. I : I . _.. .:. I .. **.,. :. I.. - . .. I � A301 I . - - - - I .. - __ __ . , 0- I . I I � . . .. . I . . . . , . _.'S.�, - . . . .-Jo-.... - .. , . - . i _;_� . IL:- .-- .- - _ � .. . - , - . - � - . - . - . - . - . - . - . - . - . - _ . - . - , . . . .. . . , - I - . . T�� . m . . .. . . . . . - . . . I . I . . . .. - I . I . - . . . . . . , . . . - . . . . . . . . � 4 - , * - * . . . . - . . . , . . . . I I . . : . I . * - . . : . - .. , � . . , , . . . . . '. . . *.* : - : - - . , . I *. - - . *. - _. . . . . . . . . . . . . . . o - '� 1. - . - '. . . .. . .. , . . . , . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . � . .. . . . . . . . . . . . . . . . - . . . - . - . . . , . . . .. . . . . . . . .* . . . , * * I . .. . . . I . . . . . . . . . (: )_ - . - . I I . .. , . . . . . . . . .. . . . . . *, . . . . . . . . , . * I . . . . . . . . I . . . . . . . . . � . . . . I . . . . . . . . . . . . . . . . , . �. . . . . . . . .. .. . .. . I . . . . . . - . . - . . . , . . * . . . . . . I , . I . . . . . , . . . . . . . . . . . . . . . . . . . , * .. I . - . . . . . . . - --(: ) . . . , . " . . . , . . . . I . . . . . . '. . I *1 *. * *- , . . . . . . . . . . . . . . . I ., , . . '. , . . . , - .� . . * - . . - * * , , - . . . . , . . . , , . . . . . . * ** *. I . * . . . . . - � . . . . . . . � . I . �, . . . . , . . , . . '. I - *. , . I . I . � I . , . - . . . . . . . . . . . .. I . � . . . . % * . , * I : . , , I . * , I *. . . : . . . . .. I . . . . . . I . . . . I . I , - . . . . . � . . . I . . . . . . . . . . I . .. . . . . - . - . . . . . , � . - . . .!. - . . - . . , . . . . . . . . . . , . . - . - . . . . . . . . . . . � . . , . . . . . . , . I . . . . � . . . . * . * . . , * . . . , - . . . . . � I . . * : . . . . .. .. . .. .. I . . I . . . . I . . . * . : * , . , I * , I I . . . . . . . . . . . . . . . , . , * . . . I . . . . . . . I . . . . . . . . . . . . . - . . .. . , . . � '_ '_ '. , , . * . , * .. , . . . . * - . . . . * . . . , . * . . , . I , . - , . . I . . . . . . . . . . . . .. .. . . .. 1. . *. 7. . . . , . *1 . , . .. ... . . . : * , , - - - . . , - � . - . . I . . . . - . I . . � . . . . . , . . . � . . .. . . . . . . . . I * % � I - . . . . . - . , . . . . . . � . - . . . . . . . . . . � . . . . . . . * - , , - - , - " - - . - , . . . . . . . . . . . . . . . . . . * - . . . . . . L _. .. ` . . . � . . . - - - . * . . . . . . : . . : � . , I . . . .. . . . . . . . . . , . . . . . . . . . . . � , . . . . . . * �. I-. - - - - . . . . . . I . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . - . . . . . . - . . . , . . . . � . . . . . . . . . . . . . . . . . � . . . . , . . � � . . . . I I I . . . . - . � . . . . - , . � . .� . . - . . . . , . * I - . . �.. . . I . . - . . . . . . . . . . . . - . . . , . . . . . . . . . . . . . . : . I . D.2 I I , ...._. .. .. .. , .... .. , .. , .. .. 1. , .. , *. - * , . * * * - , , . * 7 * .. , .' -A .. .. .' -, .. ... .' '. , " - . * . - . - . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . � I . . . . . . . . . . . . . . . . . . . . . . . * . . . . . * . , � . . . . . . . . . . . .. . . . . . . I . . . . . . . . . . . . * . . * . . . * . , . . , I . . . . I I . . . . D.2 ' L . . . . .� . . . . . . I I . - . ..** . .. _. . �. . , � . . . ''.., * � * ' -1 .. ... .m - 1. . . . . . * * . , .. .. .. - - -!. . . . . . . . . . . ... �. . . . I I ...........,.........!.......... . . , 1. , .......... . .. *. _. - - - .. .. .. _.................... �...,....... , , "** * **** ...... - - -I - - .......... _... , * -.* - .............., . I I . � I I .. ...*..1. .. .. - .� . ....... . .. �. ... ... .... ... ..... .. ... ... .... ... ,.. '.., . .:-..,....,.. ... ....... ... .... �.. .. , .... �.. .�.... ... .... ... ... .... ... 1, . . ... ... . . . * ... ... . '.. , ... ..... .... ... .... ... .. . .I... . ..�-. * *...........'... - _.- ...- - .. - ..- - . - ..... '. * ... _.- .... .. , ... ... ... ... ... .. -.*�.".'-.-.,.'..,. .. . ..'..... . .. . ........., - * *_ *. '_ *. 1. , -- *1 *_ '. , *. .. . *_ . '. . 1. .- . _. . ,.,. I ,.- , " . " . I ... . '. . *. � � . . . . I ...... .. ...... ... ... .... ... ... ... ..... ... .. . .. � .. .... .. ... ... .1 ... ... . .. . . I - . . * . . * . I .. , . . * . . .... * . - , �:-:-..-�-.*-, .. . .,. .�. ..7 . '. . '. ... '.. ... .. .,. ... ..... * .. - . *. . *- .. - .. - . '. . . .. . .. . . ... .,. ... .. ... .... - . * .j. , ... %.%*_.-_. . ..*. . .. ......1. ... ... , .. * ...'. . , .. - . . . '. . I ... ..I ..� .. . ... .. ., . .. , . .., . . . . . .. '.................... ...... ... ... ... ... .. 1. ... ... ..-., ..-..... ...... ... . . ... .. ... .7. .. . I . . I . . . .. .. .. .. , .. .., .. ... .. . . .. . ... . . .. . ..,. . .. . .I .. -- ... ....... .. . .. . . *'* *' ''' ** -, , * . I- . * . . I � , . . . ''. . - ., . . . . . . .. . . . . . I I ... ...... ....... _. 1. ........ ........ ...._. ...-. .. ..-- _. -.,-.-� _. .... ...... ... _... I ...*. 1, . ** . * . '"' ......'..... .,. ......' 'I .." I. ..'. *. . ............ .... .. , . . .�. * - . ''I . , . * . -'� ..... .... ....... ....-., �....�.. . ..... . . . .. '........... ...*.. '. 1. - . -'. .. - _. I... ..". I... I � ....... ..I . . . I *'' * *' . ...........'........... - 1. - .. - .. ... ... ....... .. . . 1. I . .*.* ..*. . -'-'... ............. I... . ......... ., � ............ . . _........... . . . I .. . .. .. . . .. - .. . . .. .- . . .1 .- - . - .. . . .. .. . . .. . . . . � . I 1. .. . . .. . - .. .. . __ � . . .. . . . . . .1 . .--- , * . ..... . . . . .. __ .. . . .1 . . . . I .: . .�..%.. . . . . '' - . I "* , . . . . I . - .. I..'... B2 . . . - . . . . , , . . . I __mm � mm - . *1 - . , . I . I . . . �. �. . . . .... . . . ... I I I . . I . . . . . . . . . . * * * , , .. . . . _. -..,*. .. ..'. . . . . . ... . , I . * . 40M � I . . . - - - - - - . I , I . mw"� . . . . . . ' * . . . . . . I - , * . . . , . ' . . , . , . - . . - - . . , . - - . . - - - , . I . *.' - ' ' - " -' .* -.- -� -. .. -.'-- - T - . . - . . . . . . . . . . I . - . . . . * ..,.-,-`.,-. . - *I . *. - _. . - - *_ - .. - - - - % - ...* - I I . *. . * _.- . ,:* . , . . . - . . . . . . * - " , . I I . * " . - , .'' . L . ... ' . ' . ....''. '_ - .. :.. , � . _ ... I.. . .,.. _. , . - . - . . .. u . . .. . I , . * 0 * . . . ...,.* - , - 1. I . '. ,.,.,. . *. .,.,. I . , . . . . . . , .. . . . . . . . : . . . I . , . � . . .. '' . . . . - . . .. '. ., . . . � . . ... . . . . ... . . ... . . .. . . .. . . .. . . . .. . * 1. . .... . . � . . . . . . . . . . .: - -*., - .*.* -*. . . . ... I -, * .. . . . . ... . . . I � I . . . TY � . .. . . .. . . .. .. ,.".,..�*. L . ...�...... '. . I.'. *--' .1 - .. . . -.* - , . . . , - , - * . . - , ... , . , . * . ., " .... '... * . , .... * .. - . * . , . . . - . , ... . . , . ........ , '.... .. . .. . .. . .. . . . ... ... ...--.--._-:.. , . . . . .... � . . . . ..... ..............'...... .11 , , �... , . , ........ ... ...... �...... ... * . , . , *1, . , . *. , TYP . � � . . ... ....... . ... . .. � . . *. % - - , . * - * .. * - - ..".... *,. I. -.*.'. *. ..*.'... .:.... . . :.......I.*,...*.,.*. * .,. 1. - - ............ . . . . _...... �. ... , ,.,. * - *., * I..... .... . 1. . . . , . ............w.....'.. '.. *. * " *.% * *.... . ..............._..� '........ .. .. *... .. . . . . . . . . . . . . ... .. * .. - .. . '. ... .. . � . . . , - ....I- -_. ...__.... .... .�.*-,. - ].. . � ...,.. ..� ... ...". ..... ...,.. ... ... .. ... ... ... ... . .. , .. . . - . .: . .. . . .... ... ... ... -1. � _. . . I.. ... .... ..� ... .._.....t. I.'- ` I. . -.-- % *. ... . . .. * ..., . .� . .. * .. .. . .. - % * .... ... ... .. ... . 7. ..,.,. . .. � .... - *.. *_ -.,*.,. . - .." *....._..1.. .... ... ... ..... ... ...... .*.. . ....... 1. ... ,�.. ... .,.�... ... - . , . * . - *- . *. . I... , *1. . 1. . .� I . I . ............. . ... ' ... ' .... * .1.. * *** ** * . . ., * . . . ., . .......... .. .... , * - * . ''..*" '' " , , *'* " . ...... %... _.... . . . , . . . ... ...�.. .�..... * . * . * * . ... .............. . .. .. .... .. . . . . ... .. - ' .. .. . ''' ''' ., .. ., . .. . * . : , , - *. *. -'� *.,., ** - . . .. .. . , � '' - .. . .. ... .. .. .. I . . 1. I ..,.�........... . ' .. , ..- * . * .... , _.. ** . ` " ' . " ... _. -, ........'. ....... ..... ... .. ..... I..... .. , ". *. , "- '. ... �. _.... .. . . . .7.. .. ....'.. .- .. I.- ................ ..............'.. * . , . * I- . * . '' *.. * . * * ..... *. % .. - *..* , ,-'-.* , -, * . . '' . * . * . �. * , * . I . . . . . . . ... - . . ... * .. - .. . . . . . .. .0.1 . * ** *1 *' " .- .. *- ... .�-. .. ..".:. - ...... .... .... ...... .. ......... . . . .. . ' ........ . *. ......_. ... ... . .. ..., , .. I .. . . *. . - , . . I.. ...., ........ ......... ... .... . '. . 1. � _.'. . - � ' . .. . .. ..'L . . .. .. . . . - . , . I . . , . , .. %.'. .. .:..1. . .. ..*..,. . -...*. . ... .. I . - . - .. . .. . . %. .. . . . . ... . .,,[-Hj. . �._ . . *. . *. . *. . I - . * . -. . I I . I ..... � �.. . . ; - - . ...... . -..� 1. ... . . .- . , '' * ''. . .. .. ... . ... �. � _... . , . ...-.... ... ' . . ' ' . * . , .. _......... .. . . I .,..... . . . ., . . . ..... . * . _ '', . , ..... .. -.tgi ..411. . . , . - .,... , ._. . . . *� *..,. * L . . .... ......".. _..... ............. ................ ,.......,....�'. .. I .. I I . .. I . - . . * ....... . t... , . ..... . ..., * ' L .... �. f"J� . - - . - . . MEN-*-.-. . . . Al � . * � �'.'.* " .. . . .. . . B2 .. .. .. . . ... �* .. I . . . � . . *....1. * t .. ;.*, * . . ..... ''.. .... .. ... �.,. _.. *_ *... . . ... - , . . . . . . �._U' 4 61 .. .. ... .... .. . I . - *. - *.-. *. . ... . .. .. . ... . , . .;. -..' - ..... . . I . ... ...... . .. :1 *. - ..*... .... .. I ....... . . .. . . ..,.,*.'I".-'.*..'.'. ".'..*...�. ..1. .. I... ,p . . ... . .* , .... " *..... .... .. .... .... . .. . . ... - - *. -. -,. , - . ... . . ... .... . . . . I . . � . . . , - - A302 . � I � . . .. . - -A 40 . . . � . . . � . � . . . . . . .. - - I . . . . . . . . .. .. 1�1- - PE. 1. . I7 .., I . . . . . . � . .. . . . . . . , , * . ,. ..... . .. -IV I . . . . . . . , ** . . . . . L ... , .� - ,TY , -, . - . . * . '. I . ... -'.'. '. - . '.. - . , . . .. 7 - . - . .... - .. .. 1. . . .. .4 ... . . .. . . . , . . .. . __ . . . I. . - . I. * . - .. - - * . I . , * " '. , . - , , , . . . . I .*...-- . - ..-.. - .. . .1 ... . - . . , . I - - .. .. . . . ... , . , . . * * * - . - _ ... � * . . . . . .. - , *.. ..... I.* %... . - * *. . * .'. L. . .1:1..y..--* . * . , 11. . � I - , - * , , .. , . . 1. . - .� . * .. .. , , .. . , . . . --.--..-.. - . - .. . . . . '' , . ., * .. , . * , . *1 , . . . . * - . .. . . . .. I ,. . * � *1* . '�... . . , . * . . , . . .,.. . ..*_... . * . , . ..� . . ...... . ... . ... ... , .. - .'' *'- . , . . , . . * I I * . ... * .... . . . .......- '. � _. - - . . . . . . .. . . .. . . . . . I . __ . I .1 . . , , _ _ - .- .- .--... . . . . . . - . .- _ .-- .- . - , - � . . . . . . - . - . - -_ _ . .- _ .- .- ._z_ - -_ .- .--? .- .-- . .- - .-,.- I . I I . I . . . - � - . . . % . . . I . . . I I � I - ** - -, '' . .. . , .. - - , .... , %., . .. . '* '' ,* .. .. .. . "" -'.' .. . . . I. .---.--.*.,--. . . . - -- . .. .. - . . . . - . . . . . . ., I ( )_ . .. . . . . . . . . .. . . . I .. . . . . . . . . . .. ....*....... . ... * . , . * . . , . * . * - . . * . * . . . I � I . . I . ... . . . . . . . . . . .. . . �'. _. - . *. *. ,.:., - .[... .... . ...., . . . . . . ..* . . , I . _( ) , . . . *t. , �. .. . . , * - ,-.--. -- - . . I '.. ... .. .. . '' ... '.. .. . '' . � .. * I , .'........... . . .. I . . . ... . . ... -._.-.-.-..._--_ . . I . . . . . . . - ... . , . . * .. - . * .. '' .,.,, . . . .. � . .. . .. . .... . � ... . . � *. .... I.,. . . � . . . . . . . . . . . . . . . . ... . . ..... . . . . . . . . . . ... . . . . . . . r.....;�� *. .. - *. .. .. - %'. * -'_ . . - -. -. .... .. .... ... I ... . - ... . . I . . . . .... . . . . . .... ... . . .. . . . . . ...... . . , - .... . .. . . . �� . . . J --*- . - -. . , .: - .-. . * -.. .,. *. - - -_ *. - .'. - ... . * . , . . I . . I . ... ... . . _.. . . .. . . ..... . � ... ., . .. � .. . - .. . - . .. I I - *. .. . r�> . . . - . . . . . . . . - . . . . - . , . . , . . . . . ... . ... - - - - .. I I . I . I I I . I I .... .. .. '. _ .. I ... ... . .. . .. . .. I I , .. '' � *. . ..'.. -I , , - f I . .. , .. . . . . . ... .. .. . . . .... ...-�- ., . . . .. . . . . I . .. .. . . - - .. . .. .. . .. .. - . . 4. . . . . .,. ... . . . . I .. . . .. . ........ .. . . .. . . I... . . , .. . . . ..,. . . ... � . . .. .., . . . . . .. . . ... .. ... . . . . . .. . . 1. . . . . . . . , . . 1. . . '. . . .. .... . .- ., .. . . .. .. '. . .. . . - � .. . .. . . . I . . . . * * :.. .. . � .. . . . .. . . .� .. . . .. . . .. . 1. . '' * ** ... .. - . . . . . ... . -'.' , - ,., . . . ... . . . . .. . . .. , . ;... .... . - . . . .. . . ... . . .. . . .. .. .. .. .. . I - .;. .. .. . I . , , , .. * * , , . , I I I .... . . . . . . * - , . . . ... . . ..I. . .*.. .. . . . ... . . . , *. . . . .'. . , . - , , *1 . . .. .. .... .... . J. ..[,. . .% . .. ., . ... . . " , * . . . * , , , , ,. , . - . * 1'** , - *-' . . . . . I . . . I . . .. . . . 1. . . . - - *. -. -'. *. -. I . ; . . . . . , .... . . . .. .. - .. .. - . .,. , , . - - . .* - . - . .. . .. .....-.I..-..-..... - - . . . .. . . ... , - - . , . .. . . .. .. .. .... . . . ,. .. � . .. .. . .. .. . . . . * I I . I .. . * .- .. .. . - .. - . * * . .. . * * . .. _. . . - . , , . L 1. . . . .,.* . I . . . .. .. .. . I .. .. . .... . .1 . . * *'- -, * *. I ^' .. . . . * .. * - . . . , .1.1. . I . .. * .. .. * . . .. . . - . . ... .., . - .. .� I I . . I � .. . . I '. . , ., .. - - . ... .. * , - . * '' , * , * . - 1. . * * . . . . . . .. . .. ., . ... . . * - , . . . . . . . . - - . . . . .. . .. - - . . - . . I - . .. . I .. . . . . . . . . .. � . '. . . , . . . , , . ** . . - _"� - - . , . . . .. . . . ., . I . . . .. . . .... . -_:9c .. . .. . . .. .. - . ... � . .1 - - .. .. . .. .. '. .. . . . �. . . .'. *.. * - - * - , �- *. - *L.'-.-- , , �-.I-:��L-; - -...... , . . . . u - �J-* , I-' * . . �. I ... ... .*. .*. ' '�� . ... -* '***- , ** * , , . . . . . . . . * . � rC 2 . . , , ___ - . . . . . . . - - * '' *,. * . * . , ** - .. . * * - - �, . - - il�� . . . . . - .. '' . . . . . . 0 ^ , , .. . I - . , . , . .. . . . . .. * * . . - - , - .. . - * . . .,. . . . * . - . , , , - * , - .. - � ... -1 . - . . . . . * ,� I . .. , I ... - .. .. .. - - .. - . * I Gv . ... .... . - - . . �_ - ... -� ...... ... , , .... . . 6'.. , I . . - , , * , * '' � I . . . . . . . ... .... - ...- _. . . . .........*....,*..''.%** * u/_ - *. ., -,.,. - . ..... .. .... .. ...... _......._. -.* . ... .... . I . .L....... �..�. ..-.. . ...... , *. .. * I'. ...... ..... .. " . ** ............. *"' '"* ..,.-.� I . . ., .'.'* .* I H I I ...............-......�......... I ......,...,....� ..L'.. .. ... �. .. .'.-'.*.' *.., I.......*..*....,.,.....-...............,....................�.....�*.,. I . ......I.-..'... ... .... .. .�........*.. .. .* .* ., % .* ..._'............. , , .',.._..1......._...�..,.. ....'... � . . I . I . . � . . . . . .. "....... _.. . �. - * . I ..........'. . .....'. ... ` J4501 1 -.. -. ..,..1. .....'....... . _. * . . . . ' ...... . ..... . . ...�.. , ....'... , ....... '.... ..--.....-.... .... . . . . ...�... .._... I.,.. .. . . .... � . I .1 . . . - _. - I I � . . .. . , . ". .. - .. �. . .. . . .- ` . ..................t..'.., .. .....".....'.... .-' _. L.. .. .*........ �'..... _... ...,*. ...SRAGE-02".. - �..!....v ... ....... ,..,.. *. .. . ._%.... ................ , .. * .. , ..... . . . . , . . . . 1 3 � I a * - '. * *'.Sim . . , . . I . . . . .. . . . . . . . I .. -, I . I .. I . I .-._..,.*. .... I... *''. .. . . . . .. ... . � � .� .. . ... . ... .... . . . . '.' ''. , . , . . ** . , .. .. . . .. . , . . . _. . .. ... . * * -,-- . * - , * * , - " , I , - , , , * . , , , * .. * . " " * . � , . - . , . * - I . . . , . . - . . . . , . - I . * ... , . .. * . , .., * , �,..,.. .-. .. - . I , .- , .. , * . '. - - � . '. . '. - - . , . . * . . . .. . I . . . . . . . I I . . I . . ... - . . . . . . I . '.. . .. * I - .. , . . . .. . , - . , , . , * � . , , * . . . * - * . . . , , . . ., * . - * . . . . . . . . . . . , : - ... - 1'..-io * , , - * * ,*.'' . . .. .. . .. .. . . .. . . . ...-.. - * . . . . " - ...%. . '.. . - , , , *,.,., . I . ..... * __ * - . .......'.... . . .... ... - - - - . 1. , . ...... ..... . . . . - . . . . . . : * .*., - -, I . 1. I I * . '... ..-. I *. . . ..... ..� ... ..... .. . ... ... at � , * , * *' I '**- . .. , ...�%'..'.*'.1.-*.*'.-. *... ... I . - . . , I . . . *. . 1�. . '-. .. '. . .. . - . . . . . . . . . . . . . . . *. ". '. . . . . . - .. '� . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . * . . . . . .. . . 4 1 * . , . , * , - , . * . * . , . . 7 � A&,. + , - , �. I . - - , * - . , * - I . '. . ., . - . . . . . . 4 1 . . . . . .. . 1, . . . . . . . : . . - . . . . . � . - .. .. .. .. .. .. .. .. .. . . . . . . .. - . . . -. . - . . - . . . - . . . . . . . . . . . , . . � . . . . . * . . . . . . . . . . . . . . . . . . . . � . . . .. . . . . I . � . I I . . . . I � . . . , * - , . . � . . . . . . . . . . . . . . . . . . I . . . . . - . . . . . . . . . I . . . . . .. . . . _. TYF . . �, . . . . .. . . . ........., . . .. . .. . 4 I -*.' *% .. I *' '** , ___i_I**'__ . - we - �- 5t-;I�--. . - - . .... . .. - _=_ ----.-.-.---.%-.-._..,--.- ....-,. --.-.- --.-. 11 �_i * * I . . . - ____-_---.0 .-..-. . - '' * . , L . . - . . . . . . * - - .: .. - .. - . - .. - .. ,.. . . . . . . . . . .. , , . . . �, '' . " * * .. .. 1. _. � .. ..... . . . . . .... . . - .. . . . ., I I . ...... . . . . , , '' , .... _..... . I , - , - ....' 'I. *-. -1. .., .. ... .. .. . ... ... .. .. ._ .... _. � . . . ..'* - * * , ''.. . . . . � . . . . - . . . . I L . . . . , , , . - - . , , . . � . . . . . . . ...._...... , * , . * . _- _- * _* .-* .. . . � . .... ...... . ,.._......_......_ ..._ . - '.... . . .. �1 .. - _. -L. .. * . I . - . . . . . . . - I - * - - , . . . .. t I I I . .. . I. .. - . - __ .. . - .. . . . ... . . .. .. . , . , . . . . . . . .., , . .. - . . . X. .... -.� * . . - , . . . . . . 31 . .. . - . , . . . . , I I ............. ".. - - - - - - - I _.. _.. .. __ - . ... .. .. ... . * * ........................... .. . . . . .. . .. . ... * . .. .. I.. �.._..- '' ...'....., . . . I . . .... ...... ....�........,... .. .. - __ .. - - .- -.. .7. * .''. - '. - - _., -, . ` _. - '. ` - , - � ....... ....... . *'.'. -. -'. .. - ..... . .... ...... ...... ....... _...... . . . .............. '. I ...,... , , ... . .. , . I * , "..., ,!.t.- . ,*" ^ . * **' .. I , . . , .._... - ". * -0____ I . . ........ . . . . .... . . . . ...... * - . .* . , . - '. - .*.* -.. . . . . . . . o..--.*.*.-.-*.-.,... . , -. .. . .. -..*...,.... . * . ...'. I.... ..7. *. '. ... .. -, ... .. .. . . . . ... . . - .. .... I . . I . L . . I �� . . . . - - ____ - . * � .. ...... �.......... .. .. .... �. _... _- .. - . . . .. . . . . .*.*.. � ..1`.'-.'.`,`.*..-".,*. .. '. .. .. ...- ..-- ......... ... .............. . . . _... . . . . . . . . - . . � . . . . . . ..'..... .. .. - ... I D. .. .. . - .. ...... . '... . .. ... .. I � . . . . . I 'I I . i ( F I . . I . . . I I . . . . . . . . . . . I I I . I . - ____ \_ DAYLIGHT ROOF DRAIN AT . . I . . I . (:: )_ 11 . . ----. ------,L . . L I � I I . I . . I . +6" A,F.F. PER PLUMBING . . 1_111"� I . � I I � L I I .. . I - , . . . L . . . . I . ( B2_ . I I I . . . I . . . L . I . . kA501 J . . I I . . . I NI. -I Sim . L . � � I I . . . . I . L I . I . . . � . . I . � . . . . . . . I . . . . . I I I I . . I . . I . . I . . . . I . I . . . . . . I I - . . . . I � . I . . I . . . I 1 12 . . . 1.8 1 . 2 I . Z . I I . (: )_ ( ) ( I I' I ( 3' ' �1_.D H - I I ki�� " * ''- 7"" , * , Q" -`.`,.....-... -__`_-__--- ` , . -._4 I-.. .. . . - . (:D . _ .., � . . . I . . L r -** �_ 0 - . . I . I . . I L mommill, � � J^ � . __4 EL.." E_ I I I 1 3: F_ (a t t F . I . I . w I G; � . I I . Lhtao Um'D CEILING PLA N ' . 1. . . .1 I _______ : SCALE: 1/4" = V-01' ___ ___ ___ - - I '' U11-, �. A ( .8 CC I CD I � �_ �_ (D.2 \,--,.-, lr� LG ---.j CF � I . . : .. I . . . . . � I . . . I . I I L I . . I . . . . . . 1 4 . . . . I 1 . 1.3 � . � . L . . . 2 1 1 . . � . (: . . . . I ( I � . . I . . I I . . . I I I . . . . . I I I I . I . . L . I I I 11 . . . L . 11 . . . . . L . � . I , , I I . . . . . . I I . . I . I . . . . . . . .. . L I I I � . 1. . . . . ' . . . ' I . . . � � ' . .' '. . I I . . . . .. . I . 'L . . 1 . . . � . . . . . . . . I '' I I . .*� * rDl*"� .� . .. I... . . . __ . I . . . - . I . . I � , . � I I(A501)- .. .. . . . . . . . I L . . . . I . . . ' '�' x I % I - . . .. SIM . . . . I x I * I - DAYLIGHT ROOF DRAIN AT " " � \* '�' . . . . / I . I I . 111b . � I . . . . . I . � � . '1�1_ I ER PLUMBING , . . I . I - I . . . � . . . )i X16 - - . I I I . . . . . N. . I . , � . I � I .1 * . .1 ,�' Z1. , , , � I I I . � . . . � k Z' . I:% . - +6" A. F.F. P - O�9 ;�o� I I - . - - . - . - . - . . � � . . . . I I I I . e. . .. .. . I --(: ) * - . _,�*_ , . I . I I . �__ - - - - - . . I . . . .. . I . L . PLAN CHECK/BID . � I . . . I . I/ �& . : . . . 1, , , � . I I . I '. .. _____ j . I . . . . . . . . � I � . . . . . . . . . I L I . I . . . I I . � . . . . i� . . . . . : . . . 16141 ..;X . . . . . 101-411 1 If , 101-411 It 1. .1 T � - � - . . . . . . . . _ , 1 . � . . . . . I . . . . 11, . .-m- 11 I . . . .I'.,. .., .1 TYP . � TYP . . . . . . `g.,.,�', ".. . � . " . . . . x I . . ............... " . , , , . . . . . I ,;: ig . I . . .1 �i. -.1 I . . . . L . � � I I I . I I I 11 I�V . . � . � . : ... . . . . . I ............ . . . I . . . � �� .......... �� ..... - , . � . . . . , I _%.,\ I . � ."..: * : . . . I I . . ...................... 1� . . ,-§%.�i-��.�..' x! . ;.-�:.`: , 1, . j . I I , ". .,, I `1*1 ,'&j " X - . I . . . I . ., .1 ., .1 . . I .1,K ,.-., ..".., ..".., 'g., ., ., ., ., ., ., .. .. .. .. .. .. ..'. :k I � . .�o . � .. .�. 1. . . *... " - - . 1. , . I . . .1-11. . __ :: - K ..... �\-,, ` "' . . . . A� . . -1 . � v * - I .0,11 � , ,. . . . -i . I � ,:�,%-\.- ...... ."m - �iixl. . . - �.i.�glii:,-.. III ... � � ....11. - ,1..1...i::;' I � I ... i ,� ... . - IT . ", 0.� : . L AIML I 10awk . y C3 '%., I _A� �11 . � I . . I �_. - . . I . . . " . I . .. ".. ..., - "' "" . . L 15.10.-�',! ' :1 , 11.1.111 , I - L � , I I . _ ( �j 1( --.,. . . � . , �j I ,< . L ` I I., " . s , "I'll - ... . C5 (D . , . , W. 1, ��%, ��/ocllb`<F\� . 'o .R1 1-1. .1 . X:,* . . , - . Q. A/', _%*Ith, . Iz5v - - . ....I�: . ,.,.. . --R 1, I :..1.1m,".- �� -N. . � I "". ',", . . . . I I . . I . . .... . I ,11111 -, ADU2 . I I .. . .. Ii.,11 - - -�..111 11.1 'm 11 . . . I . I . I . . � . . ., , . ,-.-, TYP - I . ... i'.....* --- ----- �., ii - . . I . ..I. I . . . "I'll, ..�:: - �,m gg ._� . " �, I I ;- ", .1 I . . . . . = � I . . I L . I . I- I , "R ".1 I � . . . .X*�� ..... ::.X--%::i�N:"-" .; ��: , .�-,,; . . I I T 60 0- �__ . . . I . . _ . , �-§ .:.��N,*�I'-.'f� . . I . ...,., , , ..� m m ..� I ,..:i:*x,.mw .. i %k �� i . . " ...mi . wi \ . � ,-;;;;:i:: . .. . . ii m , " , : �� I � ,i . ': I I . . . . . I I . "I'll, . . imm . I . . ��: . _ .. . . . . ': : , .. . -, "' "' �§ ': 1: 11 . I . . . I �_ _ -,. - . - . - . . - . - - . - . - . - _ _ : � � I . �:, .. . . I g"O..': . ,;g- . KX:;-..1. - . - . - � - .. - _ - 7 � . �' - . i ii -1. .N.. - -..-.- .- .- .-..- .-.-.-.-.- .- .- . ..,...: I - : . I . - . - . - - . - . ___�d . , . . , I . . . I � . . . . ... . . . I . .. I ::. . I . L . I � . aX "I I . . . . . . I I I I . . I . � . . . . . . . . , �.� I . �. . � . . � . I . . . . I . . . I � . � : . . . . . . . . . I : I . I . : . . . . . . I . . . ; il., * - *' - " . . . . " . AL .N V_ . - . I . I I . . . " � . I . I . � I - ... � -.1 � _ - .. I , L . . ,. . I 1#004, L B3 N&__ . I . I I . L . . . � : . . � . . � : . . I L . . . � . . : I 1 , -�, .1 . .. � .. 133 . ,/ I - - i � . � . .1 . I . 1. . : I -7-- ." I. . . k A301 I ��!o �, � . . �� I ,.. ", I. . N1.1/ ... . I . . . � . � . I . . I . . .ii.. I., 11 I I � . � I . � . . . I . I ........... i.'.: . . I il . I � . ....�_ . I - - ,,,-.-*----.m " I � . . I � . . . . ..., � 1--*` `�,� �� . . . I.... 11K..."R.41g, 011" . . "' � ,.,. I :, 111 1,11 I I D1 I "' I _%� . . . � . - . . . . . :j>l I 111 :1K�,K<'-�:kX*KK' , � . . I . . : : . . . L 1, . . E:1 I i�._ . a- I . ?� I I . . . A50 . 1%,%* .... 1. . . . ?) " ,_� . ; . : . . . I . . � . I . . . . . I.E.:. :j .... � I : :. - - I , -, I .01 ."... .,�. " ,.,.. �.., - . I CRICKET - I I . . . I . . .., �i %111"111,11,11:1 . (TYP) . . . I I . I . � . I . . � �*,.- .11.11111111-111 I I . : - --go . I . I ;� ig.g.%.,x--.--g m . I . � . . . : Z: i : - . ,,.,�..--", - ..',x . . .. -.1 ;_ L . ;o:�,�m�i .g',�,' .. . . _ I. I " ��,.;. : . I , I I . I - '..'.�. . . . , . ii� i� *-*� 11 BUILT-UP ij.,��,\-:, ", - , , \,--`1 I 1:11111,111,11 ,-`11'1-_`�, --011�, I 11.1 i FF 1111. I . . -' :'.. .. DI I . Js , - . - *::::: ROOFIN . - §�.%-*K-:1;1;n:_.,� .:. ,w G -"� . : � I ,�'. M- -X , i I.... ! ".., ,::: "' � mommom L L A501 . �_ I - - - , - . - q- I . . . . . � I.L... _1--1.11-.1..11111X.1` I ... 1� . . ffi..� .. ... - N '1*�` � � . 0-11,11-1 .,m , `�`-�`\ * ` -1 ,:.K: L 1-1,1_1-�!*.�11`� . . . N��,:_,- 111 1111%,"I'l. Z . 011VI � . � 11 11.1 I .". ... , . . *�; --y....�.." , ", ..' ��, .�_%-K _ �i�",*�*".,�*'�:%"ikzl�'...'�, 111*1'�`.*1�11' , - �%;_ L ,� . . . . . . . :-'� --N�,�--_: . . . 1111`.�.-111'. 111.% m: ., -,N. '1�1.: 1 �, .%11.1 1. :,:� .1y � - ::, _, . 1 1/2 : I S: .*%X ;.x-,.,�:g\-`.`.�,.-..,X � ,.: ", I . -1:- NA - , " .1 I - - � . I I I I 1...'.'�-.'X.�..� . � . . �,*��,\� X� .., .... 1. 11 .%, . . � ...%�\...,%�,.,,�%,..,�-.�.�i-.,, -.1 .,%" '_ . " * ,% ` I .011 . I I I _....-, ..... ... l,....,l.,l, 1-81 .. - ' " L L I __ - - - - - - - - - ___ . - - - - - - - - I X%_..�, ._ *. ox ,$;_..>..,, �.." . . ., �m :'...., -, M %.i� �.`**.*� L .. I � .. � ._':%X� _.-MI"..� , , . I I I I % " - �... . '�: " ", `�*'" . . ..... 111.11111111.1 j1X:%,.::,'-,-.' I ... 11.:� ... , - .-, `� , . � ,\ - I 1. - .i - . - . - . - . L . - . . .- .- . - . __ . �Nkx,`� -, .; � . I i -�ik., ., " % g� -X-,.,-,-X., � - . ��, 0 , ,1.-,x- "i'l'-, - - - - - - - - - - - .- - - - , �%,, .*....'..... , . 'i� , " ` .^. , ._. .. .� _.. . . " . � , __ " .. . . . . * - , - - , - _.__� � .1 I . , ........ _...'. .,�N , xi..K,;."�, . . ..,." , , �i `�� - - � � I .1-... . Ims, -m*- .......'........".... - I I ,.!. . - `-.11m.. I - ., , ,� .. ......, I . ., - - 1.1% . 1� 11 :-&s 111 "' -ii �, .11--k '�' ,� , . % � I . . . ...�.,�.',,�-v,,, �\ -, - , % , ,::-. . .R .111 " ... 1, , i�, , . � . . K;SX...... , . . . `;*1M` �', ,_ �:,. " �%:, :� ,*%,;*,�% ,.:.�% - .10ii'll -1 \� � ;*1%.` I . .k : I . � 11 _ ., �,;*�%:` I ... , g\ , I - . I 101 I . , , .�.� i % 1'�, .11�:��N-`.��%1'_� �..' .�,., I 11. I I I , .. i * . . . . I . . . I 1.11 1% I I I . � I I I . I I I 11 111 � . . I . I . I . I " ** .. I -1 11 I . - _ I..... � . .. . . - . Z:> CL L . I . . . . . . . . . 5 . L . .1 1: . I . I � . . . : . I& � I . Ak -1 <D �: � . . .X .;.I , : .�.x.; I.M.-I'K .$��;"%N.Rlm�:;: %�� ki'�: � . . ..,::;... .."...,..I'..�,��"%�..��ll.�.I.:,*, _4________ i x - .. -----. TUBE STEEL BOTTOM . . � . _� " -:--- ._ s . -'�' ASWIL '* ' I Y A3 )k I T_ I . ,XX 1."- % . ", *, .. . . . . . . AND TOP RAIL (TYP), . ,��-----�".'-�k-":.";"..,�,sis . ... MI'l .1.1 . . , I "I . - , * 1, , . -i: - �.-��:w; g* . . . gill m. � , I I',' Adr - - Al *%, . - I . . . -i : .� .g.g,� --�..., ..... ., ISBN, *,W�,g . ._... " .. II. . I . "' . � . PAINT TO MATCH SCREEN I ,.�::: .%g I - - I , - __T . VAT01 - . \,A301 / � . _. : I � .... . . . L .. . , - '*..�., _111-11---l.. - . ... 11 - , ----:- . . 1-1 ��;Qj:�k�-2 > � -.-.-.-.-.-.- _ ... � ...... __ , � , .__ '� � . . I Ns.. -1 .- . -L-d .- .- __ . �__ I - - - - . - - . ._ .- _ - .- _ - .- .- .- .- .- .- .- _ .- - . . . . %%;:� ..." i,lillgkggg, . I .,� .k, �&,:g �,�,,i..,,� :, �X� � . imm\"'.$.�'X: . _m� . . a , S� .. . -1>1 �- i�.",��",.'.,��"..��-,>��-":,. 11 - EM , 'I """, " 1. . , L . . �. ..., .. IN ., I � . . .. i; R I. 111 11-11 111, . . .,lx..'lll,l,,i. 11 . _.. ,_��'11 ."...-, ` , , I - ." 1,1:�� . . . :�"`"' ` . �111."1111,1',, : " I . I . I I . . I � � I., .. .,%, X . I .:�:,.ik?l,, - i .. . . I ,.:-' , . I . I I I --- �%*i..L,.k.,*��-�\,..,.,,%,.�k,k.*-,,*:I L %.-- , - .." . .. m."o, . '..., ..,, - - �m . . g"......, - .. .o. .. TUBE* STEEL POST ( ..o, ,��..., m . . �_%gg.�. gyp . .. , - . -.,,gg%,x-. - �1- 1111 - "' ` ,�-% . I . . . I . . I . . , _ I . ...; .i.'...... PAINT TO MATCH ,iiii�, S RE& . 1. . ... 1. I . . L . �� km. I . "" .. I I "n I �:,.X,X:Z::��;:: - " N . _10 I .: � % ., I . 111 & . I � '\... I L � ,%\.,�.,. ; �%M\ L . ' . I � - , . . I � � . . . ..5 V_ *L - .. . L . - . , - , I . .. L 60.. . . i , : . . . L . . . . 1. . I . . x : _: . . I . . I . � . 11 .,\, *% . i �111_ I 111 I . I L . L odi. I . � L . . 11111 I " 2 1 .�% , I '.. . ... L . � -w � I , - CORRUGATED METAL I � * I " -, . L %* . I . � I . . ... . -, L . I . � .... . ::: :k-' . . .,. ........-I .. ..., -,1.�` I I .-.�, _0%11.� x -m -, .,,�,�,....%,.-%�,...�,...%?�-�;,.I %, ROOF SCREEN (TYP), -PAINT . * ,*,,.,,,,,, xn.��*%`1�111 �� - � � .1 I . I � . L . L �,�.�%��.�.*%"*.k�-.:�,,�,s�.-,%��-,, 11-11,1 L �:Z:�%%%;�,:� k%'11'� 11 . ::M .. I I . .. %% 11 %, I I L = a- . :: . , N ' . . L . . ��:: i�'-"I.k'.,"%:.:.':�..';..;:�"�RL I � . .�'k" ; - � I . . . %., .. . I . . � - . ' I I . 9 r__ �__ I . I I :',�<,��.'...�Z�<f�k��;:�:%:c::%,�i::%.�,', I I . - \w" � . � rC 5�'� - I . ' . L I �. . . -_ I 1��v K, " - . . . . 61%"`�\ . .. � I . . � I . . I - Zl r . I . L L;.. . I . � . . , 't " .. I . .. m I . .K �' . . I ,§ ". � � k '. . .... . . I . . I . I I . I . I . 0" 11%� , I I TYP . " . I . . L I I. I . . . . . I \ 11 . . . . . . , I . . . . � I . ( I . I . I . . .IV- , - , - - . .. I 1. I . . L . . . I . - � I \ . / .. I L I . L I . L, I . I . . ;...'X00 -� .10 . , 1 21 L 11 . . . - rAT'� - N�, , / . "I 01.$��,Xzkk;��. .R 111 -6 0,41 � , I I " 'I" . � . � . � I . I . I . .".. 1111�1 1, 1 -, � ,%. 11 � ". I , 1��' �, % E'.k � . . 11- � . __.1 . .1 .1 .1 I .. i 'I , -1 I \ "..'ll,%l . I I - . W02J� I N : , : . . . . . . . L � ..�.......�."..%�.,.*..\".,%,.I -1� . ROOF HATCH I m tN% . . . I I I . I I I r L , I , . L . . . , . � I 1% -`*§�*Ik . � 's ...11- 1%� %% % "; 8"', I I � . . . . . . . . , I �__ - - - .- - . . ___ , - * - . . - '. -1 , -1 . I . Liu . . 1111 -..1.'-_.11'1'�0 I . _�'. .. , � X. ,*x,.,.. , . % �, ..x ".. . w . . % . � imm%* "'. . .'' , I . . 0, 0_070 , - CRI . .,,,k%.,x'.m. , 11 .- .- .- _CKF_ . .- .- . . . . . . - . - . �._.. - - A502 - I - I - * 11" I.' *I.- * - `li�`, , ` . . . . . .- � - ..-,. ___� . � L- . T� . . .% . . : : I � . . . . � I I - i:;**'11'1ffi.m 111'1�`%�� I - ,�. . I - - . . . = C-0 . a- * I I . . �:$--::t�,�::�. I I I * " _ . ", . � "I". "" "" 1 . . . , I . . . - I co �: I 1-11 . .:..,:.�l.k�.%".,...%..,.,�.:�.�� . . �., , I M ; . .1-1. . ;.. .... 11 , E,�� . Im. %� - %, I " . . . . . . ..,.%... __1 I I ...., " . I . . ...." ,�,� L . I %%.kl '_ . . %. I . . I � � . . I . I . . . . �* I I" I . .1 � 11;�.: L . I . . �. , � 1-1 I I . . . . I . I . . . . � , . I I 1. I : I I .. . I . . 1'1. I ... . I . - -1.1, � - ��:MX%%-\� �-,., - I � . . . . . . . . I . I , I . ,K,,g..1 , . I I �1`il . ,'� �; " . 1, , .� I � .:: -I'- . L ::�\R- ... . . : ..... I '��'-. .�: . . . � . I . . . �\,�_,.. . I I ,.� X, ��, .. I . . I . . . 'I, . . . �g . . . --'o -g - . , ,��- m - ._,..,g,� -, �� __ . ..'...., ,�%,kg,,, OC-,, . L L . . � . . �.�. . , ... .,,,.:,a. . . . I . L . . . . ; %�%. I '. I . �"..gx, ,k::�k"L*:�.'-'%�'. . . . ... . . . . . . L . . �i-.,-_...,__. X . . . � . I ..% V_ I - * - k I L . , .. -.0"; -] .11.1--k % ! . I . . I I . . � -1 I . "' %, % " . III.. 11.8 ; "..".." . . . � � . . . . . . . . I : I . . . .. . . I . . � I . I . . I �\��%**%m - I L � . " `5 "�' "I . 1� %� .,.- .-11.'� x . � . I .-i"11-1-.1 � %� . . . . . .. . ,(� * I � ��,g - I M., , - I . . � . I (�vo I I 1,1 .,� . . . " � - I I � . x I I � - , , 61 I x . " , -� x;X . ,g.:: .\;:X� . . e . I\Ez�' I '11 "a *1 . _.. " .. . , I . . . - . : I . --- I rrr �- I . : I . . . . . . <9 - . I � L ... . - I ,�, , . :1jr:M:; ... .. . . :: : .. I . . . X � . . 10 , , I I . . . EN I . . . , I . - . . . . . - -, , . . . �. * � . I I - X- 1. . N . .. . . . it . I %0`\P11 . I *\ . I I . .. . � . . . I . I . .... . . . : . � . L . I I . , - . I , . . -- . . I . I I :" :.. ____ I X . . I . . I � I R.D. . . \0 - I N . I . L .1 . . . . I .1 � . �__ - . I - - - I 111� , . . . . � I . I __ L ROOF PLAK , n:L- ,:> - . . x ,7 - . I . . � . . '?�,., I . � & " . I - . . L . tp . . � I . . . � L . . I I I D1 I � .L . , I . IA501 . . � , . I . . Sim . . � . . � I . I . I I . . . I : I I I . . . . 1.2 . � . .8 D . � : ) _. I I . . . L . ) , . . . :-2) ' . - - 11 � . L I . I .. . . . . . � - ./ . N - I - -..-..- I i . I - . . ' - . I . 'S��k9l DAYLIGHT ROOF DRAIN AT . *1 * I . . -.(: ) I . . . I I xt s eo� 7�(� - . I . . . � , , +6" , A.F.F. , PER PLUMBING I , , , . I I - . . . - . . . . I � � . . . I . � . . . I . I � . � . . . ` . I . , . � . � . . I I . � I . . . . . I , � I . � . . . I . I . I I . � . . . � . I I � . . . . I I . 1. . . I - � . L . . . . . I � I . . . � . I . . . . � . . . I � . 1, . 1.8 , I . . . � 2 1 _,�� 0 , , . . Z � . I . . . . . . . r . L . I X . L . . --i .. . I . . . . . :1 . I . . . . . � I . - . . 11 I I&W.111-1-:0 WBI�Rw � mi�mmmmmwwm I I I I -1 I I I I I I I 11 I I I I I I I . � . . I . r -1000000m, m . . - I. 000000mm � m 0 1 000 - - .....00000mmm. mmm00000 .. . 000171MINIMM. MMMMOOOO , . - 1. 000mmmmm, - mmmmm000 moo ' . I [IMINIMMIMMINI M111010101111MU - .. *mmmmmmmm mmmmmmmm- � - . � . I .. I . . . .. I . . . I . . . . . . . . . . �O RD I.Z . I I . .. . . . . I . . . I.. 1 I . LBY . . . . - . . 11 . . . I _. J" "-V E 11 . . . I .1 I I I . I ' . . . . . A CHITECTS'' INC* '.. . R `!l' � L . I . . . , . I . I . . . .. , I ' . 5500 MING AVENUE I SUITE 280 � . . . I . � I . . BAKE.RSFIELD,.'CALIFORNIA - 93309 . . .- I " ' . . TELEPHONE � - . 1 (661) 832-5.258 - I . . . . . . . . I . FACSIMILE 1 (661) 832-4291 . . . I . . . I I . . . . . . I i . � DANNY E*. VMRDIZ AIA I . . ' . . . HITE T C " L ,4 . . ARC T -C-1 ,728' .. i . . . . . . . . .4 . . : . . WILLIAM J. M BY, AIA C C . 8, 5 L � ARCHITEC C-16,83 . . . . . . . . . , . "I - . . . . I . . . . . � . I I . . . . .. I . . I . I . . . . . . . . . . . . . . I . . . . ...., CD .. . . I , 03/09/12 . I . . . I . L . PLAN CHECK/BID . . I . L I . . . . �& 1 I 04/06/12 - . � ' ' ISSUED WITH ADDENDUM. #3 . I . . 2L. � I I . . . � . . . A I . . .. . - . � AI - � - I - . � � - . I � . . . � 0-mommoMm . momommon : . JOB NUMBER: . . . . I . I . . � . . I I . . . . . . 1406 -STATE FARM SPORTS PARK RESTROOM: . BL.DG-AC15-CD(040212).pin . . . � � . DRAWN BY- . � .... . I . . . . . � . . I : CHECKED BY- - . I . . . CHECK AND VERIFY ALL DIMENSIONS BEFORE . I PROCEEDING WITH THE WORK. . REPORT DISCREPANCIES TO THE ARCHITECT . . I . . . I . . . . THE DRAWINGS, IDEAS, AND DESIGNS I I . REPRESENTED ON THIS SHEET ARE THE . I I L PROPERTY OF THE ARCHITECT . . I I . . I L . . . COPYRIGHT . . . ORDIZ-MELBY ARCHITECTS, INC. 2010 . . . . . � . � . mmmmmmmm:. mommomom I . I � . SHEET TITLE. - . � . I . . . . . .. � . ' . . - ... . REFLECTED. . I I I . . . . � . "EILING& RO.OF � I , . ' I � I . .. PLAN . .. 1. .7.1-207 . I . � I . . . SHEET IDENTIFICATION NUMBER . ' . L I . . . . . . . . - . . . I . I .- - . . I . . . . I . I � . . . � � . . . . I . , . . . mmmmmmmm - mmmmmmmm . . . . . . . � . . Z ..PROVIDE PRECISION CUT ED '- D5 A) CMU BLOCK ATALL LIGHT CORRUGATED -METAL PANEL 4302A502 Ty FIXTURE LOCATIONS (TYP)/-PAINT P aw� Ell ■� a ��F , ME Mil 3 �i■■■■■■r■■■o Ell ACCESSIBLE SIGNAGE 15-011 , 4 TOP OF SCREEN V-' 4 131-8f' TOP OF WALL CJ CJ 'T. PRECISION CUT CMU .2, BANDING (TYP) f I I I : I PROVIDE PADLOCK STAPLE ON I I I I I I I I I 'I I I I I I I I I I >—PRECISION *CUT CMUBANDING (TYP) CMU WALL TO LOOK DOOR OPEN — MATCH DOOR STAPLE HT -FOR DOORS 4 103A) 1038)104AT17, ;l04B . SPLIT FACE CMU (TYP SO-UTH ELEVATIO F S ALE: 1/4" V-011 SCUPPER ca 2 0 0 Lu ir C<L (0 F_ ck, 0 ry U< - w 1�<__ u? (0 0 f2 0 V) 0 c\l a- p 0 (1)C', 2 S5 Ur W 0z F- � _r 0 0 - PAINT TO MATCH SURROUNDING MATERIAL SCALE: 1/4" = V-0" m � 1. 1 wm imFLEE 24'-0" MAX. TO STRUCTURAL mr- r c m I V 0 1 MU%-., I U1 -%ML HI -LO DRINKING FOUNTAIN +01-011 A4 PROVIDE PRECISION CUT CMU CORRUGATED /D5'� BLOCKS AT ALL LIGHT'FIXTURE METAL PANEL A302 )( LOCATIONS (TYP) PAINT Sim W-0" TOP OF METAL SCREEN 131-811 TOP 0 FW BANDING (TYP) REFER TO STRUCTURAL EAST ELEVATION 0 21 4# 8 SCALE: 1/4" = l'-Ovf CORRUGATED METAL PANEL PAINT 151-011 TOP OF SCREEN Nu 131-811 TOP OF WALL PRECISION CUT CMU BANDING (TYP) SCUPPER C2 PRECISION CUT CMU BANDING( TYP) SPLIT FACE CMU (TyP) DAYLIGHT ROOF DRAIN I/ Cj PAINT TO MATCH SURROUNDING MATERIAL�� REFER TO STRUCTURAL 0 2 4 8 PROVIDE PRECISION CUT CORRUGATED f A4 PROVIDE CMU. BLOCKS AT.ALL LIGHT METAL PANEL A502 . �A�302 FIXTURE LOCATIONS (TYP) PAINT Sim o15'il TOP OF SCREEN W-1 13'-811 31-8 TOP OF WALL CJi " PRECISION CUT CMU BANDING (TYP) PRECISION CUT CMU BANDING (TYP). SPLIT FACE GMU (TYP) +0 EQ. EQ. L REFER TO STRUCTURAL REFER TO STRUCTURAL A q A SCALE; f 0 2' 4. 8 [100c][1011m N0011110on 000000NO 00[300000 001100MON ENNOOrI00 0000000M NNEM0000 000MONNO NNOMME100 DCI MENAM, ENNENE00 ommmmmmm mommlommu. .Nmmmmmmm -mmommomm M. a ixD. I L BY ARCHITECTS-, INC. 5500 MING AVENUE SUITE 280. BAKERSFIELD, CALIFORNIA. 93309 - TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 AR J110 No' C--:.,168135 DECEMBER 31 20 0,1� 3 RENEWAL DATE VIC: DANNY E.,0FD17,- AIA ARGHITECI _0 v CY14,728 WILLIAM,J.VELLBY, AIA, w ARCHITECT C-16,835 CD PRECISION CUT CMU PLAN CHECK/BID BANDING(TYP) m .3 SPLIT FACE CMU ISSUED WITH ADDENDUM #3 (TYP) REFER TO STRUCTURAL EAST ELEVATION 0 21 4# 8 SCALE: 1/4" = l'-Ovf CORRUGATED METAL PANEL PAINT 151-011 TOP OF SCREEN Nu 131-811 TOP OF WALL PRECISION CUT CMU BANDING (TYP) SCUPPER C2 PRECISION CUT CMU BANDING( TYP) SPLIT FACE CMU (TyP) DAYLIGHT ROOF DRAIN I/ Cj PAINT TO MATCH SURROUNDING MATERIAL�� REFER TO STRUCTURAL 0 2 4 8 PROVIDE PRECISION CUT CORRUGATED f A4 PROVIDE CMU. BLOCKS AT.ALL LIGHT METAL PANEL A502 . �A�302 FIXTURE LOCATIONS (TYP) PAINT Sim o15'il TOP OF SCREEN W-1 13'-811 31-8 TOP OF WALL CJi " PRECISION CUT CMU BANDING (TYP) PRECISION CUT CMU BANDING (TYP). SPLIT FACE GMU (TYP) +0 EQ. EQ. L REFER TO STRUCTURAL REFER TO STRUCTURAL A q A SCALE; f 0 2' 4. 8 [100c][1011m N0011110on 000000NO 00[300000 001100MON ENNOOrI00 0000000M NNEM0000 000MONNO NNOMME100 DCI MENAM, ENNENE00 ommmmmmm mommlommu. .Nmmmmmmm -mmommomm M. a ixD. I L BY ARCHITECTS-, INC. 5500 MING AVENUE SUITE 280. BAKERSFIELD, CALIFORNIA. 93309 - TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 AR J110 No' C--:.,168135 DECEMBER 31 20 0,1� 3 RENEWAL DATE VIC: DANNY E.,0FD17,- AIA ARGHITECI _0 v CY14,728 WILLIAM,J.VELLBY, AIA, w ARCHITECT C-16,835 CD 03/09/12* PLAN CHECK/BID .3 04/06/12 ISSUED WITH ADDENDUM #3 JOB NUMBER: 1406 CAD DRAWING FILE:. 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN BY. CHECKED BY: CHECK AND VERIFYALL DIMENSIONS BEFORE. PROCEEDING WITH THE WORK.' REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS,. IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE EXTERIOR TIONS . ELEVA .SHEET IDENTIFICATION MWER N N a C) 6 Q 0 Q J tYa 0 0 w a rx a F- a 0 0. U w Q O r a N t31 G CD O O d' r r r O i O C!' 0 CL COy O tom- N r r <V � uj �Q¢ Pnz a ooQ a. a it a 101. FAMILY R.K. ��'_ �iiir■i�l��!�! NCS WE mm X, il N-2 Il .e ss INSULATI `Nf r SCALE: -114" 1 _®" CMU WALL DOWN SPOUT Fl -SEAL AND PAINT (TYP) - PAINT TO MATCH WALL CMU WALL -SEALAND PAINT Q �v � 00 9 SURFACE MOUNTED C1 FIRE EXTINGUISHER A502 (FE3) ffr_ (a 0.1 2. (c 1 SCALE: 1/4" 1,_011 Co MEM® 03/09/12 PLAN CHECK/BID 03/30/12 MINOWAMO NWIMMOON i! t►� ISSUED WITH S.S.-BACKSPLASH INSULATION (TYPICAL)A501 CMU WALL -SEAL AND PAINT QPEN 02 / \ 2 C VENEER PLASTER FINISH - PAINT ❑CIEME1 0 ■®®001300 TOILET AND BATH ACCESSORIES a®®®®ca■ ".®®a®®cI®® SEE TYPICAL MOUNTING DETAIL. D4/A-501" ®®®®®m® ®®®000 0 0 ❑�®�®�® rr®®®®�® TYPE DESCRIPTION� DOD ■■�1 ■®®�®®DCI L� ■®® ■®®®®®®® IF AV xxx ® �f®■ ■®■»l■ U GB"1 GBI - 36"GRAB BAR - SEE DETAILA41A501 GB2 G132 - 42" GRAB BAR - SEE DETAILA4/A501 MH1 MHI - MOP HOLDER - 1331A-501 . MR1 MRI - MIRROR WITH STAINLESS" STEEL FRAME/SHELF LBY PT2 PT2 - SURFACE MOUNTED; PAPER TOWEL DISPENSER ARCHITECT9 INC* SDI SDI - LIQUID SOAP DISPENSER 5500 MING AVENUE SUITE 280 FTD2 FTD2 - SURFACE MOUNTED FEMININETISSUE DISPOSAL BAKERSFIELD, CALIFORNIA 93309 - SC11 SCD1' -"SURFACE MOUNTED TOILET SEAT COVER DISPENSER TELEPHONE (661).832-5258 TPD3 TPD3 - SURFACE MOUNTED TOILET PAPER DISPENSER FACSIMILE (661) 832-4291 FE3 SURFACE MOUNTED FIRE EXTINGUISHER WITH STRAP , 0 2' 4 8' �Ep AR,y� INTERIOR L VATI OTE JOHN TFC PROVIDE FLUSH JOINTS TO BOTTOM OF SECOND 4" BLOCK COURSE 4'-4") ON EVERY WALL AND PARTITION IN ROOMS 101;103,104 Y" . -APPLY BLOCK FILLER TO COMPL WITH A SMOOTH, HARD, NOW No. C-16835 ABSORBENT SURFACE AS REQUIRED BY CODE. SEE SPECIFICATION DECEMBER 31, 2013 *. . SECTION 09900 (TYPICAL) NEwA Q. � F. O 02 6„ COVED BASE -SEE DETAIL BI/A502 C _ 2 DANNY . ORDI” AIA' " ARCHIT CT C" 4,728 WILLIAM J. ELBY, AIA ARCHITECT C-16,835 -__ -- -- - --- ---------------- SCALE: 1/411 = . 1'-0t9 0 2' 4' 8' V TIT Lel i7l I: I Z 6141 [of#] LI: lw� CMU WALL - SEAL AND PAINT OPN S.S CHANGING COUNTER WITH S.S. BACKSPLASH 7.1-207 CD 03/09/12 PLAN CHECK/BID 03/30/12 ADDED SHEET ISSUED" WITH ADDENDUM #2 ISSUED WITH 04110/12" ADDENDUM #4 Q JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM - BLDG -ACI 5-CD(040212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 SHEET -TITLE INTERIOR ELEVATIONS SHEET IDENTIFICATION NUMBER A2 1 3 ................ I [lZli'�l4�� PRECISION- CUT CMU TOILET PARTITIONS - PAINT TO MATCH WALLS (TYP) SCALE: 1/4'. 1-011, CMU WALL -SEALAND PAINT (TYP) r-�TYP OF 4 TYP OF -4 I Irl .1 v 17- A2 A m �T OP NG132 I A 01. 1 A/l cy) S.S. CHANGING 02 COUNTER WITH 6 E S.S. BACKSPLASH Iris= 1=mwmm�� D SCALE: 1/4" V-0" 02) j S.S CHANGING j COUNTER WITH S.S. BACKSPLASH C M.MoM 01 MEN ErFiNidommmomilmms,,". I 000000MML 00 0 TOILET AND BATRACCESS"hu"RIES NNE SEE TYPICAL MOUNTINGDETAIL D4/A-501 00000 TYPE DESCRIPTION EIEIMMMMMM MENNONEIII MOMMOMMU C MR D G61 681- 36' GRAB BAR - SEE DETAILA4/A501' m lk GB2 42" GRAB BAR - SEE DETAIL A4/A501 IL MH I - MOP HOLDER - 133/A-501 A MR1 .'MR1 - MIRROR WITH STAINLESS STEEL FRAME/SHELF LBY PT2 - SURFACE MOUNTED PAPER TOWEL DISPENSER, ''ING i= SQ1 - LIQUID SOAP DISPENSER 5500 MING AVENUE SUITE 280 FT02 - SURFACE MOUNTED FEMININE TISSUE DISPOSAL BAKERSFIELD, CALIFORNIA 93309 SCD1 - SURFACE MOUNTED TOILET SEAT COVER DISPENSER TELEPHONE. (661) 832-5258 TPD3 - SURFACE MOUNTED TOILET PAPER DISPENSER FACSIMILE (661) 832-4291 FE3 SURFACE MOUNTED FIRE EXTINGUISHER WITH ,STRAP 0 Z 4' AR INTERIOR ELEVATION KEYNOTES JoNnr ��, PROVIDE FLUSH JOINTS TO BOTTOM OF SECOND 4" BLOCK COURSE 4'-4") ON EVERY* WALL AND PARTITION IN ROOMS 101, 103,104 APPLY BLOCK FILLER TO COMPLY WITH A SMOOTH, HARD, NOW No. C-16835 ABSORBENT SURFACE AS REQUIRED BY CODE.' SEE SPECIFICATION SECTION 09900 (TYPICAL) fk DECEMBER 31, 2013' 02 6' COVED BASE -SEE DETAIL B11A502 �: C SFO A SCALE: 1/4" V-01' N 0 0 L6 0 _j ca 2 0 0 w LLJ a< c/) F— x 0 (L u) 25 rr 19 (D 0 cv U'> ,W PAINT RAGE 02 CMU WALL -SEAL ANDPA INT 1 17 1 111 4 DOWN SPOUT -PAINT TO MATCH WALL 7.1-207 CID 03/09/12 PLAN CHECK/BID 03130/12 ADDED SHEET ISSUED WITRADDENDUM #2 ISSUED WITH 04/10/12 ADDENDUM #4 JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-ACI5-CD(040212).pin DRAWN BY CHECKED BY CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. ' REPORT. DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE I `2TERIOR' N E L E Tl u"' -N S SHEET IDENTIFICATION NUMBER C 0 C? Lo co 2i 0 0 x F- (1) w cr a< U) of 0 a - W 2 fy i� w U) C) C co 0 NT 0 0 lq* —CORRUGTED METAL METAL SCREEN FRAMING � Ir -PANT-. 'A4'� SCREEN PAINT TO MATCH SCREEN D5 A502 --,TYP TJI SEE TYP STRUCTURAL +15-011 /Ilk TOP OF SCREEN +131-811 REGLET REGLET TOP OR MASONRY 771 FLASHING LASHING 2 BUILT-UP ROOFING 5 1 TURN ROOFING MATERIAL UP UNDER FLASHING (TYP) 3FRR5:2E'E::::: lr7777t�7 (**C2 w +8 (Ilk il n 2x CEILING JOIST R-30 BATT 2x CEILING JOIST SEE STRUCTURAL INSULATION SEE STRUCTURAL 5/8" GYP. BOARD 5/811 GYP.BOARD WITH CMU WALL -4-5/8" GYP. BOARD WITH WITH VENEER VENEER PLASTER FINISH VENEER PLASTER FINISH PLASTER FINISH FAMILYR.R. 01 2x6 STUDS AT 16" STORAGE 01 O.C. CMU WALL CONCRETE SLAB ON GRADE CONCRETE WALK (SEE CIVIL PLANS) 2% SEE STRUCTURAL 2% C= FINISH FLOOR FOOTING SEE STRUCTURAL FOUNDATION SEE STRUCTURAL _01 Ell--]Elrll-lnl]M 1111100clooll 1111=1111110 N 00000no nETICIONNO .0000aial ■ 0 RD 1Z. M--E.LBY ARCHITECTS,' INC* 5500 M N BAKERSFIELD, CALIFORNIA 93309' TELEPHONE (661) 8'321-5258 FACSIMILE (661) 83.2-4291 AR No. 'C— 16835 DECEMBER -31, 2013 RENEWAL DATE DANNY E. DIZ AIA ARCHITE C� 728 106 WILLIAM JU..BY, AIA uN ARCHITECT C-16,835 SEC 10" SCALE: 1/4" l' -O#1 0 2 41 81 SECTION BUILT-UP ROOFING OVER PLYWOOD SHEATHING OVER ROOF FRAMING Dl REGLET A501 FLASHING SCALE:1/4" 11-011 CMU WALL A502 TYP rA2"'\ +15-011 CORRUGATED METAL TOP OF SCREEN +131-811 SCREEN - PAINT— REGLET FLASHING--,,,,,, TOP OR MASONRY 2x ROOF FRAMING -SEE STRUCTURAL j Z CRICKET WHERE OCCURS CMU WALL +81-01! +71-411 CEILING HT MASONRY OPENING +7'811 MASONRY OPENING EXTERIOR CEMENT PLASTER -CONCRETE WALK CRETE SLAB ON GRADE (SEE CIVIL PLANS) STRUCTURAL 2% +01-011 FINISH FLOOR TING :.STRUCTURAL 7.1-207 CD 03/09/12 D5 04/06/12 ISSUED WITH ADDENDUM #3 A502 TYP +15-011 TOP OF SCREEN BUILT UP ROOFING OVER CORRUGATED METAL REGLET +101_0011 %3 7 PLYWOOD SHEATHING SCREEN - PAINT S FLASHING 7 TOP OR MASONRY , OVER ROOF FRAMING V TJI -SEE STRUCTURAL X, CRICKET WHERE OCCURS rBF� REGLET FLASHING--/ Dl - A501 4-6 CEILING HT. +71-411 2x CEILING JOIST SEE STRUCTURAL R-30 BATT INSULATION rr M. 0. 5/8" GYP.BOARD WITH CMU -WALL VENEER PLASTER FINISH @TYP WOMEN CONCRETE SLAB ON GRADE CONCRETE WALK.(SEE CIVIL PLANS) 2% SEE STRUCTURAL % o FINISH FLOOR FOOTING (TYP) -SEE STRUCTURAL FOUNDATION SEE STRUCTURAL SECTION BUILT-UP ROOFING OVER PLYWOOD SHEATHING OVER ROOF FRAMING Dl REGLET A501 FLASHING SCALE:1/4" 11-011 CMU WALL A502 TYP rA2"'\ +15-011 CORRUGATED METAL TOP OF SCREEN +131-811 SCREEN - PAINT— REGLET FLASHING--,,,,,, TOP OR MASONRY 2x ROOF FRAMING -SEE STRUCTURAL j Z CRICKET WHERE OCCURS CMU WALL +81-01! +71-411 CEILING HT MASONRY OPENING +7'811 MASONRY OPENING EXTERIOR CEMENT PLASTER -CONCRETE WALK CRETE SLAB ON GRADE (SEE CIVIL PLANS) STRUCTURAL 2% +01-011 FINISH FLOOR TING :.STRUCTURAL 7.1-207 CD 03/09/12 PLAN CHECK/BID 04/06/12 ISSUED WITH ADDENDUM #3 mmmmm.mmo mmmmmmmm. JOB NUMBER: 1406 CAD DRAWING FILE:' 1406 -STATE ' FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN, BY: CHECKED By. CHECKAND VERtFYALL-DIMENSIONS BEFORE PROCEEDING NTH THE WORK.. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 mmmmmmmm SHEET TITLE SECTIONS. SHEET IDENT[FICATION NUMBER N 0 0 0 U U Q 0 m 0 0 r w Y U) r a 0 a a Q w r CD 0 c.z Q Q Q a �r 0 N N IL o Q c0 N CID 14n waw Q Q r o z 00 rr� CL 0- ate. CORRUGATED METAL SCREEN HORIZONTAL - PAINT. METAL SCREEN TOP AND D5 D5 BOTTOM RAIL - PAINT TO MATCH SCREEN.(TYP) / B5 .14 rrmrr��Mwn N WALL 0. 61f it 21 SCALE:...: PRECISION CUT CMU -'.PRECISION CUT CMU 2x CEILING JOIST - SEE STRUCTURAL T' VVI ! h VC.IVCCt( PLASTER FINISH PRECISION CUT CMU CMU 00000004 ■0000000 000000 ■ ■ 00000000 000® ■ -■■■00000 000mummm ■■■■■000 00 ■■■ .■■■■■:®0 0 ■■ ■®■■■ U E.. L ARCHITECTS; INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (6.61) 8.32-5258 FACSIMILE (661) 832-4291 R, J0 a®yN No. C--16835 DECEMBER 31, 2013 tS3� RENEWAL �rT' -9JF DATE ..lti�� WILLIAM, J. MEL Y, AIA ARCHITECT C-16,835 mmommmom CD +134-8" PLAN CHECK/BID TOP OF WALL REGLET FLASHING AND CANT STRIP ISSUED WITH ADDENDUM #3 1 BUILT-UP ROOFING OVER CO OVER ROOF. z FRA INGD -'.PRECISION CUT CMU 2x CEILING JOIST - SEE STRUCTURAL T' VVI ! h VC.IVCCt( PLASTER FINISH PRECISION CUT CMU CMU 00000004 ■0000000 000000 ■ ■ 00000000 000® ■ -■■■00000 000mummm ■■■■■000 00 ■■■ .■■■■■:®0 0 ■■ ■®■■■ U E.. L ARCHITECTS; INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (6.61) 8.32-5258 FACSIMILE (661) 832-4291 R, J0 a®yN No. C--16835 DECEMBER 31, 2013 tS3� RENEWAL �rT' -9JF DATE ..lti�� WILLIAM, J. MEL Y, AIA ARCHITECT C-16,835 mmommmom CD 03/09112, PLAN CHECK/BID 04/06/12 ISSUED WITH ADDENDUM #3 JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(040212). pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, -INC. 2610 SHEET TITLE WALLSECTIONS 7.1-207- SHEET IDENTIFICATION NUMBER. N IL N Q O O N M.U? 1! . SY ll.! UJ 5Q .F•- 0 00 C. d " - _ � �>��' � '� --CMU WALL T.P." DISPENSER RECESSED/ SOAP DISPENSER " PAPER TOWEL DISPENSER ' ", . - STC CLIP AT 32 O. C. '� E i N WATER CLOSET W/.- I1 .AII .._L . . .. . I _ ..D I . .. L. I._. . -I ... .-I 1wI_II I.- . -2.. . OK .. -aHI_ I. FI-I..I \--I .II /L.IO-. I / II M I1- �'l//'r/�iI; /////�//�7A�///��II0I/I//. ///Zll�////ZI �xx/. /.I- /�/..l . /V ///Z,,//-,/.///ff/`I0/z../// , /-/ /.,/1.1 , .1, -!' 0_.I-_.:..-:,.._.'...VM, t1 f,.—.1. L> ,1-%..`-..:"_L ! .MN-I...IV,.. Z, I .LH I7��Z/Xr/�/I.. 1 I_1/ .. /// . .E//� /./.,. . _/// /.E01. _,.I_I 11wn=+ _/.. I II1vf\I_. I : -I .q - w ,..1* . ... j.l 1. IA.1.; : .I... II1 1%11.�I. IL . 11 - //z1=. , -<Ck_. * �= ,I ; .?" r5o-.*_i.,\C%. . su0 ....-. _..%.ff .1..-V�__,. .I .. I"% o.:I -.. - I ._L- _.._- -F.1L. 5.I. . . sm _._:. _.*. .._,+ .,.. _I .. . , I.I-., .T. .'. %IMIIL. .,:—.. ,. - , .N.N- . .I L....:�... + ...- ..-.. L '..1 .,. . .:Z'..0..I,.:.Ll I. .I1.I.L , . . * '. .Esuw._ m".-1�0.A+I.. -... _F...I,A..,.=.I.. ..I ._. 1 _....-... -..., .. .A..1. .. ... :.:L..T..16W.." . I . . -d....*.- j:.Fe.L., -. .-__- :.*. .�.�,:, .. _ai MY.:_1-I .. _ ...:I- '- M :IR'-_ftI._..I..,.T.I ..... ..O.L.:,_.A.-. . ,L.l,_!.L _, a.=1 . I- . .. .*.!..L.I. " .I._.* .. %4...,,. . "I . * - I1L� ..:, .. Im I-. II * .I -LUIE N o.- L.E. - II '... ., .*. ... 1G IO . l. . L, . '.:1.._. E: .AI LN..N. - .I L L I. .I I ' ..v. _I . .II .. L . I....aOnI I. m. ... ..II .L . . ..TI -i _... '..mIl. ..1 .". ... I ..'.,.L..,:I ." . I ._... 1 .. ..I '.�'T .I ..* A._ ..', .. .L- '..1._*.I., _....I,.'....�.. . . ...*.II.. .. I. -. . . . . . . i "1. ' ..I .. .:1 11 ..I;. .... ....,N,....,.I.. . I . . *.LI �I * ........--I. .* . . ..I.- . .. . L . .... N .. 'L. ... : -,I -I . , -...- .. . .- "0%..' -I , .. ; A=.'. . . .. I. . I .... oIL'I. . :1.-. ; . m. ".- w'I. *I I. _ I ' I _: . . - .. .. .. .4I.I . . \ 011fiIL 0f. .. I.I 0 .I, III '.L ..II. ..I "-. I.. NI.. .": I.. -N . ." t. IA r. IIII I .I k II I II .. .. /.. I. II. I. . . ... I 1 I. . .I. .. . . ... I . ..I ..II . ..(.. k. Ik'4%I.^..A. .0 . . . .. ._ . k.;II`; .OI;ft I. .+ . I. - ... . . .. . LI.L ,I. Llna .. . . . .. . . I ... . .... ... I .I. .M' . IG G.IG I . ./AI. .II I . .. ./. .. . .I .I ..I -Z.. . . NI Jl` 1 .. M . '.. I.* m1oI..fI .L: ,._(L'.I 1 �/ I .4'ca-0iI- .m0 _.". . . .- I. I..= ,. I.vI U m.."^I 0 .. I .. ,. r0 "&. .. .-. ��.-,.0 L .,.- ., . . z IC..l.L .I. . -1III... I1 I.-MIa.. .1 .. . .N.k .I . C%I.%0.I . '?.ll ' EN..%aI. *ILI .. I I. . �. G . . . .. T ..I.,IMErI.. . I ,I,aIuI. .%aNN.. I1+u.. ,.k j, ,+. ,.. ,0Is,N M�m..,C,I L-.. . I. .XIAa.. ..0ft, . I 1I.II : . I1I � I 0.. I L1.%F).OI.0,..1 4. . ..., .. . V 1. I,,I , 2 . \/..I.II _.. osu.,I _I .,. _. ,..I mUN,ft+II '17,II. g . _.i,I ,, .I\ 1,.1+t.,V ... .IEEI a -, .I. . .L -I. �.I ..NMlT.. WL Im .. .11w ; ; 1III .G -L 1 ,N" II I v . I ,.. . .Il.n e 6.I..L .,. LI. .�E . %.0 0. -Z +.I 0DL I �sI.% . 0 r. .o .I1 .0 0=I1.1IoI 1 :1..1' II);I. I..N. Iw�rILl. II I .I NoI.+.. . _' . _Io._nN. .. .mI.. .. ..NI .. mII, ..I .N1 .. IiI ...I. n.N.. I I+M s..' .I 1.. I .-.. .! I.. I. I. ... .... II... ... IL I.. I.I. . . 7 II . '.I0L. . I . I 0. I IIN .I I * . . r. W . IM. .II 1I ^ '/0-.. I7 M.. J.. /.. ... . .. 1 . -II . . I . .A .�. I L Np Ir . . ). ..I. :IIV .QIM0.D"RAI.iI 1I' ,.nI . ro0m-'-k. .L, - _"T . �I . "'1U+ .%-..I .., .,, .ZII I .I .I - .. .,. _ � . I[I. .'�. -. . .v�". .. II1III---..L1B. L1L&..,%L. l .. . AI .-.lV. .. . AI g . 'I1+oEI1-I _aII.. - AEr0O.Sf. n .. " .f: ..I I 1ff-I A(..%.ffAxI II,. .AffF ."VIL. rI I -.I-+IIO... . m IX�V.I.. .. .k-,. O I II. III L �ffI .B4I.I .. "�� -I 1 ... I .I: I . . % ..0l.� . . .W1..I . %" L.rE..I ,. . :I., I .AI. ff II II .0. v t. -I. . `. I. L, I 1 .. .... I�II. - 1 . I 1 . II .-I11I . % II -%I.Iv*I11- . .,..%I1 I..I �-I 1 . . 0_ % . ..I -h.1. '.. I . .I k -' l .' -# ' l lU,-",. . .. .o1.1I1..'.:.l.I S.". ..- .... ..,.II1, , "K .1,-1 , 1. ,. It ,. . &1-+. . lI.j _I',.I_0.-. II1.f I%.I_ aL.. . %1FT ... _ .0-. 1.. I I.- . .LI v.- -I. . ..,. I L . . . ....-... NL & .r.I,..... I . .= -I +... R.. + I I T ' ..II I" . II..I V. . I1I U. .I I .n. . IL....'I lft.... ;- j ;I . ... ,.I EI L � ... 1 /I.. , .. .. . �I .I11.I -,I. Ib1I I.A-. . 1IIvrI0.1.1.1I,.1..-. ..r 1IL.. . . 1I . . k.. . . I. .....I -. . I .. . I. . I. . I. '. I..... .- : I.� I ..+I .. .I' . II . .II 1rI.. . ' I -.. . .-.... .'.. I . i I...i1.. . 1. .. .- . .. . . '.- .. . I.. . ..I . I. .. .., I .II I. . .I .. . .... . .I.. II.I r . . . .. . I. . ..L . &.r.I .. . ...IIlTII ;3....�.% .Vo.%%%V .. (. . p. %. .aI. .' I r . %I. 1l%I,l. 41 . I. I. ,. III $-- . .... ...AI..Z. .... .._... .:.AN% .. I. ..IT .0 I. . .Il-. .I- .. I. A,. II Q.L%AI . I I 1 I 1 .. . . :.. ,1. . ..I L.1I.. �... ... - .I .. .I . ' ..I_ 1 ,. I . . . . ... . _I I 'UwI I .. iN.II..._.'I . . �. t N, r. ..'N0w �-I I . `_ R . . . . II O -. III . I. . '1.' . .. OD .L31I... I1 . ... L. I I .- . -I.. . . .-. I .. .I ... EI ... .I 0.M.I . .I.:.Q;Iv.::f...1. ! .. ;1; I 1 ! ... .I ;.:..:.-II: I.NL :L . :. t. : 6&;.."; . : I; I -I%1 1. _Ib0 ,. . I :.. I .. ....L " -I' ... . EI." - I.._IS11. 1 . ... I .. . UI. T. .. . .. . . l. -5- I ..E A . w. .LL IeS U 1M IT ... I. I. I % :.:-; :..: MIRROR WHERE SEM! -RECESSED W/ Wf WASTE RECEPTACLE OCCURS 3 MAX. PROD CT 0 .FLUSH VALVE ON FEMININE NAPKIN ':.:" :' : MASONRY REGLET . _ _ _ FEMININE NAPKIN WIDE APPROACH SIDE DISPENSER ::w: _ _ SEDSAL U-NUTRECESSED ._... -..-.. _ LAVATORY 2x CEILING JOISTS I SEMI -RECESSED . . . a AT 16" O.C. I SEE GEN. NOTE 37- URINAL MIRROR O° . T-5" MIN I 18 MIN. I 42" MIN. z . I Ur . I. L.I ImI. 1..Gz . N." 4IN.wIL . BUILT-UP ROOFING I TO SIDE WALL I „ c,.. ® .6f, .MAX. .I .r' :. ; V` OVER PLYWOOD OVER I I 12 AX. 24 . p 36" MiN." . .:.::'• ROOF FRAMING _ I I MIN. a. ,w -- ° n *..:.:: _I. I. .PI I. 0. WRAP DRAIN AND ® a CLOF GRA BARS . . :' - - -' HW PIPES WITH I .__ - __ . _ _ . T . ��-- w :`.' m: I INSULATION " 11/2" w " 1j . . .K x ° .:,.. - „ w < d- - O � I I. .I- ... . +. .I I_ . .. lI-. . Ii.I. j.- . I _-9%0I._M Fj4Ad. . .I. I ..wa-%- I I . I TI /0L.Lk..1 A. INK'1iU^. . %. Io. E// LEDGER WHERE 1 _ - M ¢ ' ;t '� - U . FINISH - C, w" I CLEAR FLOOR . I 1 M M 2 r- ¢ `'' �" F- � u- DIOSIPENSER COVER " ... OCCURS 1 -� _ o > I SPACE" 12 _ - N . p 1 .I .I 1. 1 . . .11 =. I II M . LSwL . I.. .I....- ... s -.I_ . " -k. _. . IN..-IINN.. . _.A! _ I. . `. N1I. W,I . -In.I I LN .,. 1 1 ,I . . .I .FI II I .. . w . . I I .,=.. LIw. L . . . *L . .. I .. " .A. . I. . R .. .I /LiI .iI , ii. L;1iLII . . .mII . I, I. nI'. .I/ .. /I . Il\.l - L . .m.I1I-.1L II . I.1 . .�1.1I. 1 1.,.1 1I.1 .. . .11 ' I. L I . L .I . .. I -. �I I 7. .I I .L .I . ...7.I , . I . I =. NNI . ..I N.I� I.N. I--9NI_L . . . I I . I I' .. . I .. .. III L ... \ I II.AI. .AG '�.VlI0o14.� 1 . 4.I. o.I . .1 oI I.Im_w. aL 43t...e. AI.'I".U_1.IL 5..L . 14.�. % .f.. ,. � I0% .. fI.�FiI'. _- -... A - _ -L _z&- . I.L0. // .I> .� i z . .FI A+. p% . . ..II �..t'Irffr-1/..M . .0Ih-I%II . fv,In100 I =-CNb I1,. 4MI /��%. �A J. 1Mrw 1.I1I ,,. '.0QI --=os1pI%. - ft . .I -Nh-N.I+ . ft. , .uj .I L -7k . AoIDL IUI-: I -ftQM.I .I-^.lI .I-. D.,b.I .. I. ... .UO .. ,A . I�.N. %0<�=C'. ., NI..19R. .1.N %> 111." o 1.%1. .wIwUU_1".. 1 .--I6. . j-.Rj . I1 I R.L. aEr..I II. I .II1 . .A .. I 1 . 1'- .% ff. . " I A4A. 0 1I. I .V.V-I I. FIIII AL -A_.. a.L MV wII.,. -L I%II N) , -k NMI_- . I. _. . _. ._L- 0. R%.ffI_. . _1 - 1 1_1 _a1 .%_ 0^ -I I _ ._.-#v 1 1x1 11 .. oI . . .I CffM ...-. .-... En 0-I _1:7a. I-6 . I -I - I-. �/�I ;_.1-�.I z_F0 . I////9 IIUI _N L OI.. . I . ._. s. I_m 0I1L .i.s. .L I m ._: I .. o . . m jRI ;. .. I 0wF; . I1.. .I . A.._L I 1_ -.. .E.I .I ' '::.:'..:...- -SEE STRUCTURAL 1 ? N " 0 I `- 7 FINISHED FLOOR " .'b. I.3 II I. .b..` v,. , . .' . 2x STUDS AT 16" O.C. c_ I : I 36 MAX. 18 C3 INSULATE DRAINORY . - I I SUPPL & . : "; '..• :.. � I _ _ T _ GENERAL NOTES: A501 LINES PER SPECS NOTE:. . ;',. 1. THE NAMED ITEMS IN THIS DETAIL SHALL BE MOUNTED THE FIXTURES AND ACCESSORIES SHOWN HEREIN .°, . . :' . . . AT HEIGHTS ACCESSIBLE TO PERSONS WITH DISABILITIES, ARE NOT NECESSARILY INCLUDED IN THIS PROJECT. . - 2'-6" REFER TO PLANS AND SPECIFICATIONS FOR FIXTURE '. "MIN 8" MIN. 2. MOUNTALL FIXTURES AND ACCESSORIES AT HEIGHTS ILLUSTRATED OR -ACCESSORY TYPE AND LOCATIONS. --- . IN THIS DETAIL UNLESS NOTED OTHERWISE ON THE PLANS. . .. . .'D,:.: 4.' . NOTE: 3, THIS DIMENSION SHALL BE: 52" MINIMUM WHEN LOCATED IN A TOILET STALL OR I . - : - Y\ ALL DIMENSIONS TAKEN FROM FACE OF FINISH WALL. 54" MINIMUM WHEN NOT IN STALL (SUCH AS SINGLE ACCOMMODATION TOILET ROOMS) . " .L. s .. . SCALE: 1 1/2"= 11-011 0 6" 1291 18 SCALE: 1 1 /2Pt I 1 f -®Pt 0 6,1 1244 1844 SCALE: 3/4" = 1 �-p41 0 1 f 21 34 p 21 q 61 . NOT TO SCALE .. . . - MOUNT ON WALL . .. . II ... I ..-I I. . . I. ..I. . I.. ..I .I,5 -F . --3" CAST IRON PIPE ' " a ADJACENT TO" LATCH " . CMU WALL 2x LEDGER WITH o = . SIDE OF DOOR. +60 ' 2x FURRED •.• ANCHOR RODS TO CENTERLINE OF SIGN WALL FRAMING ,..'.-----NOHUB RUBBER CLAMP .-"SEE STRUCTURAL ENTRY „ . ::; .: CASTIRON TO ABS 2x CEILING JOIST LATEX -PORTLAND CEMENT ® LETTER NG MIN. INTERIOR FINISH ... " PVC-DWV SCH 40 OUTSIDE - SEE STRUCTURAL MORTAR BOND -COAT. ACCESSIBLE ENTRY . ,I. ...1.. ' .-....-..,. O ' . -- ; .....I ,Tw -..._.'.. ...I�. 1O1*vF...'."�1'.- ........ N.-aA1: *.11.I:L-... .k1 . :41 L 1 .. ... . '.1_ , - SEE PLANS `= 1.,, TO MATCH FINISH . WOMENS SECURE SIGNS WITH .. V:.:t; FLANGE A TAMPER RESISTANT . CERAMIC TILE t . ° SCREWS TYPICAL .T .% a_&AI.," + �I . ft _. ._.1rI. .-- A.: /4IN .-%. .VI . %-I.... E -I .I. % ,,�Br.:. 1 - . ,.. .-I [...1I _-..I ..,1_1 ' .....-1 .. :. EAI . .. .-.1 .. b . •. . INSTALLATION METHOD TCNA sL--° , -. --- 3} 1/4" DIA. X 3" LONG . " . ( W244C u' :, EXPANDING MASONRY �2. WOMEN SYMBOLSARE TO BE .`" CAULKALLAROUND ANCHORS (ICBO # 1372) " 1/2x1/2 S.M. ANGLE ,� CENTERED ON THE ETIO SET. IN SILICONE E DOOR, 60" ABOVE . . „u ��A%%%' . . 4 " FLOO AND ARE TO +8'-6" BE DISTINCTLY DIFFERENT WATER RESISTIVE .. JL -___w_ __ " JL. 15# FELT a ° FROM THE DOOR IN PRECISION CUT -- -- - ---1 `1i,,,`1 „ COLOR AND CONTRAST. CMU BLOCK , . 5i8 GYP. BOARD WITH ��»�l»t�� 1-1/2 DIA. O.D. SS GRAB BAR, 1/2 CEMENTITIOUS BACKER UNIT BRAILLE SYMBOLSARE, SPLIT FACE . _ ___ _; -_ VENEER PLASTER FINISH E3 . " MEN MEN GRADE 2 DOTS SHALL . CMU BLOCK . . ' . _ ¢ FINISH SEALANT CELL W/ 2i 0"TBPA EH DAYLIGHT ROOF DRAIN 2x STUDS AT 16" O.C. m - SEE FINISH SCHEDULE t~ BETWEEN CELLS. DOTS PAINT SAME COLOR"AS M SURROUNDING SURFACE FLOOR SINK . " . Q SHALL BE RAISED A . - _. . = = _ ---CMU WALL © " d ° I ° MHE BACKGROUNDgREFER TO CMU WALL ZN W v DETAIL A51A-501 . I BLOCKING � " . `° FIELD VERIFY L ATI S F.F.A4 -. aEST�OOM OC ON . ___4----_�•_-_-- . " A501 G . . PARTIAL ELEVATION c UNISEX 1 0 SCALE: 1 1 /2 = 1 0 . . 0 6'1 12 18 SCALE: 3 SGALE, 1 Pf = , i f4 ii- t- 41 44 ►1 P4 = 11-011 0 39f 6It 914 SCALE. 3" = 1I -Off Q �it 64f �it . L// �f t j NC?T TC) SCALE Q 6" 1' 29 NOTES: 30" X 48" CLEAR SPACE. 1. HAWS MODEL (SEE PLUMBING} OR EQUAL. VER MFR 2" 2" NOTEs. . PEDESTAL MOUNTING SPECIFICATIONS 2x LEDGER WITH _ THINSET CERAMIC'TILE OVER 1. CHARACTERS AND SYMBOLS AND DETAILS PER MANUF. DRAWINGS. CMU WALL ANCHOR RODS " TILE CEMENT BACKER BOARD WITH?HEIR BACKGROUND. " ARE REQUIRED TO CONTRAST . - SEE STRUCTURAL = I = I = I WALL FINISH . , 2. SYMBOLS ARE TO BE CENTERED CL ON DOOR 60'ABOVE FLOOR AND F�' _ - - 2x CEILING JOIST + + "' --- .-= ARE TO BE DISTINCTLY DIFFERENT co L. 7FROM THE DOOR IN COLOR AND IN L . .U. " I. ._AII AI AA.._.;"..'9.I.#*. 9 . . L0OI .%.-O I0.....�.I ..... I. .OW . ..10_7II .I .h.3a IW . 1.."I, 1 I 0.'.MI I I ."II . . ". . . ... . '. I N. I61 .-O1 ... W.I"4. .. .&LjI..I ..". .#.. I 'ILLL. tl .l. .l.1- .It... H 1,. � I - SEE STRUCTURAL" < I . - CONTRAST. . I 3 4-) C - MATERIAL BACKSPRAYED. \ . ___ ¢ 4 } + 3. 114" MATTE FIN LEXAN I . FRONT ELEi/ATI® SEALANT. . 4. INSTALL 10 -DBL STICK 3 MIL13 M . b IND. GRADE 3-314" STRIPS. 1 ( . " 5. CHARACTERS: WIDTH TO HEIGHT ,,. ® RATIO BTW 3:5 AND 1:1 _ PLAN VIEW CMU WALL - / 6. STROKE WIDTH TO HEIGHT FLOOR SINK LOCATION" ` . RATIO BTWI:5AND 1:10 .'. '-- - , . • . - .. -.. - " . . A4 MORTAR BOND COURT . . .. ' . '. .. . .. - ,I. .. I.... ._ _ E.. ,_...__ ..I _ ..1�1 I. „ BACKING A501 1 . +g -6 SEE PLUMBING SCHEDULE t MEW W®MEN • + FOR DRAIN ASSEMBLY \ 1 C4 . . . . -1 - o. . . - L1*l,_, . • ' 5/8" GYP. BOARD WITH FASTEN PLATE WITH WOOD BACKING .AI I 12 . I __ POLISHED i� -„ VENEER PLASTER FINISH WITH #12 PHNS (2) PER BRACKET SEALANT TYPICAL " -- .__ _ i I .. J MOLD 12' 1/32" HIGH I •" - LEXAN FIGURES . < • • FINISH - SEE FINISH SCHEDULE - TYPICAL z I I _._ --^ CMU WALL - .. .. . . _ ... . . ... . D dYOttllE9Y " N - _l.•_ v . ~: .. O +p 'Q t . D . MEN i .. - i . _ - 0 ----- - F.F. . I :: • . - -- __ F_F _. :..- - ••. _. CONC SLAB ALL SIGNS TO BE 1/4" THICK SIGNS TO HAVE WHITE FIGURE ON BLUE 6-1' SECTION SIGNS TO BE DISTINCTLY DIFFERENT BACKGROUND (BLUE # 15 090, FEfl. sTO:595 B}. SIDE ELEVATION `-� FRONT ELEVATION FROM THE DOOR FINISH IN COLOR AND SIGNS SHALL BE MECHANICALLY FASTENED . . . CONTRAST. (MIN 70%CONTRAST) . 6„ 4f � rr f4 � � ti '� i- ft SCALE: 1/2" = 1'-091 0 11 21 49 SCALE: 1 1 /2f1= 1'-0" 0 6 12 18 SCALE: 114 1 0 'O 2' 4' 8' SCALE:.1 11211= 111-011 0 611 1211 . 18f1 . . . 14 GAUGE GALVANIZED 3/4" 9 GAUGE ZINC PLATED . STAPLE WITH CHISEL OR MIN I EARTHQUAKE STAPLES WITH ,F EXTEND FLOORING INTO FLOOR DRAIN . . DIVERGENT POINT AT 6° BARBED SHANKAT 27 O.C. 1-9FLANGE (ALL AROUND) -SEE PLUMBING MAXIMUM - EACH JOIST . . . O.C. MAXIMUM -EACH JOIST CAULK STAINELESS 61 co z STEEL FINISH . 10d GALVANIZED NAILS. LAID FLAT 6 S.S. TWO 2 3/4 2/0 210 14 GAUGE GALVANIZED c`' AT LOWER FACE OF LATH AT 27" (} - o 0 2 STAPLE WITH CHISEL OR O.C. SECURED IN PLACE W/ 9 GAGE BACKSPLASH PLYWOOD PANELS Mme" --�AXX 0 DIVERGENT POINT OR 1.5"-0"A.F.F. 0 EARTHQUAKE STAPLES TYP. 42 GRAB BAR WITH #12 . to - - - - " - X 11 GAUGE GALVANIZED . I . I STEEL WIRE NAIL WITH A 5/8" S.S. SCREWS. 1" EMBED . A35 CLIP TOP AND Y 6�14.0 MAXUM MIN JOIST OR FURRING @ +34 BOTTOM TYPICAL . Q . 16" O.C. MAXIMUM . ===v:_=�.: -- - _ . --..__ _.. N EACH SIDE �- NON SHRINK U) JOIST OR FURRING �� - . o GREATER THAN 16" O.C. GROUT . 3/8" HIGH RIB LATH =' Z Q 3.4 #/SQ FT t- 2x NAILER I 2x6 BLOCKING . U! EARTHQUAKE STAPLE OVER - - . RIB OF LATH @ 27 O.C. `D _ =_.2X2 2x2 STEEL TUBE C ; . FRAME -PAINT - M NUTEKALUM EXTRUDED FRAME FRAMING AT 16" O.C. MAXIMUM 0 _� . rn i BASE MTLDLEXAN 1MATT FLAT RIB LATH 3.4# ` . CUT LEXAN LETTERS ON SURFACE -1" o . . . N HIGH HELVETICA MEDRAISED-1/32" o r CONTRASTING COLORS (WHITE) 14 GAUGE GALVANIZED STAPLE OR 1.5" X SEE PLANSAMING - .. . < ♦ , .. 11 GAUGE GALVANIZED STEEL WIRE NAIL . 318 DIAMETER S.S. HILTI KB 3 It RAISED CALIFORNIA GRADE II BRAILLE O • 8 . ! > - WITH A 7/16" HEAD @ 6" O.C. MAXIMUM WITH 21/2" MIN. EMBED (TYP) ' ' . ' EMBEDDED DOTS PER CBC 11178.5.6 FRAMING GREATER THAN 16" O.C. . . NOTE: F.F. . v APPLIES AT ALL HORIZONTAL PLASTER SOFFITS AND CEILINGS BACKGROUND BACKSPRAY 0 . . . O . i..,.. I. .. .. .. . ' I ...... I ..L.. . .. I+ .I .- . . ,.- . - W t1 �. t t4 - P t f 90 4- P4 40 4 1 (A: . . ' f I ...., " I It ." f.. 99 I I I _ . . 0 - 2' . 41 81 . SCALE. 1l8 - 1 -0 0 4 8 16 SCALE. 1<Mz . I I 1AI I 1 0 0 1 2 NOT TO SCALE 0 2 4 8 SCALE: 1/4 1 0 0 2 4 8 -------up NOT TC} SCALE . .11 -11,IN.11 I . Q . a_ . 00000000 - No 0000. 000000 00''00000000 ■■e■■NNO N0000000 NOON NOON 0000MMON, I NOMON000 000MONNO NE0000013 ■ 11 . 0. D. I Z. �.l . B.Y .� __Vl EIL I . . L ARCHITECTS 00 MING A :0 ., t CALIFO . R • 0. ,. 8132-5258 i • • • DANNY E. O D Z, AIA . ARCHITECT It -114,728. , WILLIAM J. MELBY, AIA ARCHITECT C=16,835 ® ON. DEPARTMENT. . CITY OF BAKERSFIELD ' 1501 TRUXTUN AVENUE : w PSFIELDs t • .. CD 03/09/12 : PLAN CHECK/BID . 04/06/12 ISSUED WITH ADDENDUM #3ZL - . -Al-- I I . JOB NUMBER: . 1'406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM " BLDG-ACI5-CD(040212).pin . . DRAWN BY. HE CCKED" BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, .INC. 2014 ENNONNNE" ■NONE■■ SHEET TITLE . DE I r_%lL H ET - 7.1-207 SHEET IDENTIFICATION NUMBER .1 I . . . I I . . . . . . I � . . . I . I . I . . . I . . I . I . . . I . . . . . . I . . . . . . . . . . . . . . . . I . . . . I I . . . I I I METAL COPING .' WELD AND , I � � . .� . .1 . . . I % PAI. NT .. GRIND SMO1OT.H +151-AlSEALANT 1 1 NTE: 10 " .. I - I I . � . I . . . . 1. PRIME DOOR FRAME ASSEMBLY PRIOR 8d PLYWOOD END NAIL 4�OFIFIOI ._ I I . TO DELIVERY FOR FIELD PAINT M I . --MECH.UNITCURB . I � 2. REFER TODETAIL C3/A502 . I . , I .1 . -SEE ROOF PLAN FOR SPACING i I , SEE MECHANICAL . I I . . I . I I . . . . . . . . . . -PAINT � -..-------------------. - __j . , . . DOOR. .. _. . . . I I . I I I I . I . . � 4!'x2"xl/4" METAL DOOR FRAME . I . . � . . � = . . . cn N- I , - - I I \ . I -1 - �_, __ _ __ __ - ____. /11, I . I I . I / . . . . � . I I . . . ALUMINUM . . � . I . . I I . .. . . � DELIVERED PRIME COATED � I � - FOR FIELD PAINTING � � . I . . I I \ . / - � I . THRESHOLD . . . . . � � . . . , . . I if . . 2 x2"xl/4" TUBE STEEL FRAME. I . .. . 1. . . N , . . . I \ I I / I . . /,�,v I I CONTINUOUS BLOCKING SET IN MASTIC . I . I I . . I I . . I I . I I . . . .DELIVERED PRIME COATED. . . . I \. / . - S-EEI STRUCTURAL � PPLIED S.I UR.FA. APPLIED E. . FORPAINTING. I AINTING . . .. . I I . I \\I 1 . WEATHERSTRIP -SEE .I ... PROVIDE ACCESSIBLE DOOR G.I - IG.. .a R.I AI '. OI O. 22 GA. G.I. FLASHING 1 I// . . I . I � SPECIFICATIONS SET THRESHOLD ON.DOOR FACE PER DETAIL C5/A-501 I IEIL. --./ --I -. -._E . lyl . 1� . INMASTIC . FIBER CANT STRIP � I . 1 I PROVIDE PADLOCK STAPLE ON FRAME .I . ROOF SYSTEM \ /. I I .\ .I . - -,-_-- - I EXTERIOR . CONCRETE . . . .. .. TO MATCH STAPLE ON. CMU WALLBUILT-UP . . -_-- OVER PLYWOOD DECKING / I \ I SLAB �N . _-� �-. \ I I SEE PLAN PROVIDE BLANK PLATE/ _--I- ONBOTH SIDES 1: _. . . �C - . .D .E / I. I - \11 I . I 2%,SLOPE . . I. .. 3/8"WIDE xl"DEEP MULLIONS. . I I I , , GRIND FLUSH TO DOOR FRAME I " . .1III1 .I.1 1 I -..I .. . . .�, . . I . .FIS .. SPACED AS SHOWN . I - � � .. . . I . � . � . . 10 GAUGE PLATE. AS SHOWN OWN. . E. . . 1 . . I NOTE- . � � I I � . . I . I . .. I (SEALED CONCRET WHERE OCCURS) . I F.F. 0 - v - I Iju6It- I . . . I . . . . I . . I , � . .I 11 � ) .. . 3x3x1/4 TUBULAR STEEL Ir .. . . II . SEALANT AND ((. 1, BOTTOM AND TOP RAIL � . .. BACKER ROD -PAINT TO MATCHSCREEN . . . CONC. BLOCK-. SEAL . . .I . I I . .. . G ( oF: � Hc"cw0w<=W"IVTo-i:I)lY 0 1 '.. _-8 EQUAL f- it -7 SPACES 4�OFIFIOI ._ 0 MINIM M M I I I . . . . . . I . I � .. .. . ' .. I. . %. I � V� I I .. . . . .., . . - I-> . . � it METAL PANEL. I . , I .1 . -SEE ROOF PLAN FOR SPACING � . SEALANT I . . -1. . . . HORIZONTAL I . - I I I. . . ... I . . . . -PAINT . I I I I . . . . +13 -811. rh I I I ''I .. .. . 1 1/4" SHIM SPACE , . . . . . . . � I . I I . I . I I TOP OF PARAPET - M--' . . . . I . I L FURRING CHANNEL U RRIN�I G A,=-N H.. 1 . . � � uiio . I METAL DOOR FRAME I R FLASHING COUNTER OU. N. -PAINT I a . 0.0.0 N. h. . 13' -)if k. +13' -011, . � DOOR � .... 1 No 0 �TE I/I .BOTTOM OF STEEL I . .HOLLOWNETAL ... I Il�, ..:. _ . . .. . I .. O.I . w - >. DT =N!E .I . ,. I .- . '.... I . . . I . . I . . . . .. . I I . � . . . . � . . ROOF FRAMING . I . . 117 .. . . - SEE STRUCTURAL RA. L' . � .- - I . . . . � . I . 1 .. 1. �.I . � . . I . I � .NOTE: -nn-nnI . . � . . . . . . �. � . . . � � . -SEE STRUCTURAL . . I . . . . . I . � I I I m - 100"w%%& SCALE: 3" = 11-011 . 0 , I311 1 r . 611 1 911. ISCALE: 1'/844 I 1.-0�11 Not 0 .4' 1 . - 81 16 1 W. SCI ALE: 1 /2" ,=1. L1 '41 0 1 I 21 . . 4I I - SCALE: 3" A= , IVI 11 -0"I O u .311 . . . 641 . . 911 . I SCALE: 1 .' = I it- � 10� �6 11 .. 11 . -21 - � I . . . I . . . .l.... ...... . I . . . . . . . . . . I . . . . � . . . I . 74 A -* -_aEE_.1=.I L__.� 1__ A_..s_ _....'.. %....:..I..'-'...,, N*OTE: I II .. 1. I- , .. ":=.; . ....- . . ...... ..-.-.I_.:; . � , : �.�:N I.." .. . . . .... �..� . I .. ..I .. .. . . . -. . .. . 1 M. 1. 0i0 .... II .. 1M. 1 .. . ft% . P. C UE%ff�ffI-lPA. g.1Oo. �r- M 1. �. .� - .I* r . r.` .. .A . "I � ... -QIQK-mmuIm-, � L-- 0.r -I b.. -`" SS_�10NELL a . . r. . I.I.. � . . . .-. I .I .1 �4II .. , -:--- .� . .N . .. Q IEI I .. - ..A .�'. 5I��I0 m-� . :,. .1. PRIME DOOR FRAME ASSEMBLY PRIOR .. +4I- . -..--::.... TO DELIVERY FOR FIELD PAINT ' ,. :, REFER TO ROOF PLAN . TO HAND 1 2. REFER TO DETAIL D3/A502 � (A-131) FOR SPACING .= !� ;u. & >7 . _<. I . I --. .:I C- - _.l ... � *u O.^"U.wffs ,-I .: I . ._ �..� R a..- MR. . . ` - . � .U_. Ih G..-. .r ..I lEm c 0 !T5�IIA. I I.E� ll ' 2ilIiR .1 D.. T .. ... � I� .M' - I �I. E.-. I. . . I- EI.. T I. .. I EI A..I . . . .I I.L . , 1It . ....".V.... ONTA� r . L 4 .......... .. :.,."., ",,., (TYP} - PA I :.�: •., 1 : . 6'" METAL . : .'L '��..'"Lj . ... . ,c... :':.:��:�' . 3 4"x2"xl/4'tTUBE STEEL FRAME . 16 GAUGE GALVANIZED sc�ppcp �"" . . ... " � * - METAL END -�BUILT-UP ROOFING OVER _ - ��?AsER 2x2xl/4TUBE STEEL .. CONC. BLOCv �Oi ,- I - - - - - oJ/ itCAP. HEM ENDS , PLYWOOD SHEATHING "> z DOOR STILES AND 4 , - _- -\\ TOP/BOTTOMRAILS A. SURFACE MOUNTED FIRE . ...® 11 EXTINGUISHER WITH STRAP 1 11 ..O..,.;.. .. J ,. " �-.Zf) .10 GAUGE PLATE __ �/: : AT 0TTOM 12" '_ L _ 0 I 3x3xl/4 STEEL TUBE , 1-%*- :....--2"CANT STRIP 1 ._.. ua- I I POSTS (TYP) ..r. I� ..I� I , II ...I I. =. I , .r. -. :-::-.* 0 U) I 3x3x1/4 STEELTUBE -PAINT . 3/8" DIAMETER S.S. HILT] KB 3 WITH I . -, .f� 0 BOTTOM AND TOP . 21/2EMBED (ICC -ESR -1385 , 4XLEDGER - , �. ." 0- - - __ __- 0 , - ACOMPLY WITH SEC.. 6.7 AAZM 1 05 - SEE STRUCTURAL _ 1 . -___ (TYP) ,�.: .: _d- - ___ MTL FLASHING CAULKING u T) . . ..LisIY, L.: 4 . i -.. t w -STEEL FURRING f.'� - ,. EXTERIOR CMU I it . .. *:"� . �'1! WALL CHANNELS AT 24 O.C. TYPi'HINGE TYP OF 3 ( ) 4 .() . t._' '... . METADOOR FRAM 6 ____�_ . � .. CMU WALL I --:.il CMU WALL WHERE OCCURS :�-;..3/8" WIDE xl"DEEP MULLIONS REFER TO DETAIL D5/A502 , TJI - ROOF FRAMING :; \.::$, SPACED AS SHOWN . - SEE STRUCTURAL ____ HOLLOW METAL DOOR SEE DOOR SCHEDULE . 0 = 11 11 911 SCALE: I - V-01' '14 . 21 11 tv 11 " 11-011 311 611 911 WALE: 3' 1f-011 0 36SCALE: 1 1 /2= 1' 1 0 611 12it 181SCALE: 1 1/2"= 11-01' 0 6 12 18SCALE: 3 BLOCK WALL WITH FLUSH JOINTS . -_ VERIFY NOTE: 2-6" X T -O" INSULATED - SEE FINISH SCHEDULE \ PROVIDE PADLOCK AND KEY ACCESS HATCH -SHOP GYP. BOARD METALTRI. PER OWNERS REQUIREMENTS PRIMED,FIELD PAINTED. M 21 1/2" INTERIOR FINISH 41/2" HDG WD SCREW 4 I" II r I.. ., � , . 2x STUD . -SEE FINISH FROM ALL CORNERS 12 INTERIOR FINISH . . O.C. MAX TYR 5/8" GYP. BOARD WITH =" a- BUILTUP ROOFING . VENEER PLASTER FINISH�8d NAIL -SEE FINISH SCHEDULE SYSTEM CEMENT BASED THINSET INSTALL . � EACH CLIP TYP AND GROUT JOINTS _ w PLYWOOD ROOF DECK , , xL.18GA CLIP AT 30"OC MAX WITH . J MET - TYP < -.114" SHIM SPACE #8 WS FROM CLIP FLANGE . � �_�.*% GLAZED CERAMIC NOWRECESSED # 4 DOWEL AT % WD STUD. TOP/BOTTOM AT SEALANT _! COVED BASE TILEAND BULLNOSE TOP BOTTOM 12" JAMBS. (TYP) SEALANT WITH -GROUT BACKER ROD _ . NT SEALANTTYPCOI 4X BLOCKING . I _ :.. 0 I N BLOCK ROOF _._" FRAMING AROUND . CONCRETE SLAB 0 . . f 0O:STRUCTURAL HOLLOW METAL FRAM AT LOWER 12" OFOUT A3 TYP w T - CLEAR OPENING . p DOOR- SEE DOOR SCHEDULE JAMB EA SIDE A502 EQ VERIFY EQ ALUMINUM LADDER V 2 X 6 STUDS AT 16" O.C. V 1-1/1618 GA CLIP TO DOOR JAMB SHAFT WALL FRAMING 5/8" D VGYP BOARD WITH VENEER . PLASTER . = " i . SCALE: 611 - 1 1-011 1it 21t 4ItI SCALE: 3i$-OfSCALE: 3=.1'.O#1 3of 6it 9It I DOOR -SEE SCHED. SCALE.1"= 11-011 0 6if 1l 21 T VERIFY JAMB DIM. TOP OF HATCH 0 �= . 0 I . -i . 3116" X 2" ALUMINUM ANCHOR 7t� STRAPS EACH SIDE X3 . DOME STRAINER = < 0 . . 1!, TYPICAL JAMB 1 002 i 3/8" DIAMETER S.S. HILTI KB 3 '. 1 I , .:..."` :* CC ESR -1385 MINIMUM ) - . DOME RECIEVER AND fl/2" EMBED F_ MEMBRANE CLAMP - Y (D ... Q = 1 1/4" DIA. DEEP 0.XQBUILT UP ROOFINGMEMBRANE = I . I SERRATED RUNGS / CM r- . __�_ <_ _ 2 #3x7` REBAR-TO I gLAB SET IN EPDXY 1/4" DIA. M.B. AND ..1-- -.. X HM FRAME TO . . WASHERS TYPICAL _ . - , .- .. EXTERIOR R . PLYWOOD SHEATHING = CONCRETE WALK '.,.�..1 SEALANT ALL AROUND JAMB . FLUSH WITH TOP OF 6063-T5 ALUMINUM HEAVY DUTY 0 i.FINISH FLOOR RATED ALUMINUM LADDER. CAL. . I• #50OR EQUAOVED (O'KEEFFE'S. ?k F.F. = X < n UNDER DECK CLAMP CAST IRON ROOF " � 4 DRAIN, DAYLIGHT ROOF 4"X 2"X 3/16-X 31 ALUM 0 DRAIN AT +6" A.F.F. = MFR CLIP WITH (2) SHOT PINS ANGLE BRACKET- - / -SEE PLUMBING BYALADER MANUFACTDRER. A3 FRAME . . V. . .. . . . . . ANCHORAGE (TYP) 3/80x 3" SS HILTI KB -TZ C(ICC ESR-1917TYP OF TWO) ., . . � . . EQ. VERIFY EQ. WITH 21/2" EMD. . 1 . I 'I. . . I0 . ;0 k . . ;d . iw 1 SCALE: 3" = 11-011 0 311 161' 9I8 SCALE: 3" = I' -O# 0 388. 681 988 SCALE: 3"1= 11-011 00 388 688 9fiSCALE' 1.1 /2t81 11 -Off 0'611 1.211 1811 .. � I �.. . . . . I I r I M M 0 MINIM M M I I I . . . . . . I . I � . . I CORRUGATED � ( " - . . 3x3xl/4 TUBULAR STEEL POST -PAINT I ' - I I .. . . . .., . . - I-> . . � it METAL PANEL. I . , I .1 . -SEE ROOF PLAN FOR SPACING � . SEALANT I . . -1. . . . HORIZONTAL I . - I I I. . . ... I . . . . -PAINT . I I I I . . . . +13 -811. rh I I I ''I .. .. . 1 1/4" SHIM SPACE , . . . . . . . � I . I I . I . I I TOP OF PARAPET - M--' . . . . I . I L FURRING CHANNEL U RRIN�I G A,=-N H.. � . II . . . � � SPACED AT 200-C. . I METAL DOOR FRAME I R FLASHING COUNTER OU. N. -PAINT I a . 0.0.0 N. h. . 13' -)if k. +13' -011, . � DOOR � .... 1 No 0 �TE I/I .BOTTOM OF STEEL I . .HOLLOWNETAL ... I Il�, ..:. _ . . .. . I .. I SHEET METAL FLASHING . . w - >. 41BUILT UP ROOFINGTYP. I =N!E .I . ,. I .- . '.... I . . . I . . I . . . . .. . I I . � . . . . � . . ROOF FRAMING . I . . REFER TO .. . . - SEE STRUCTURAL RA. L' . � .- - I . . . . � . I . 1 .. DETAIL C51A502 �.I . � . . I . I � .NOTE: . BLOCKING . . � . . . . . . �. � . . . � � . -SEE STRUCTURAL . . I . . . . I . � I I I m - 100"w%%& SCALE: 3" = 11-011 . 0 , I311 1 r . 611 1 911. ISCALE: 1'/844 I 1.-0�11 Not 0 .4' 1 . - 81 16 1 W. SCI ALE: 1 /2" ,=1. L1 '41 0 1 I 21 . . 4I I - SCALE: 3" A= , IVI 11 -0"I O u .311 . . . 641 . . 911 . I SCALE: 1 .' = I it- � 10� �6 11 .. 11 . -21 - � I . . . I . . . .l.... ...... . I . . . . . . . . . . I . . . . � . . . I . 74 A -* -_aEE_.1=.I L__.� 1__ A_..s_ _....'.. %....:..I..'-'...,, N*OTE: I II .. 1. I- , .. ":=.; . ....- . . ...... ..-.-.I_.:; . � , : �.�:N I.." .. . . . .... �..� . I .. ..I .. .. . . . -. . .. . 1 M. 1. 0i0 .... II .. 1M. 1 .. . ft% . P. C UE%ff�ffI-lPA. g.1Oo. �r- M 1. �. .� - .I* r . r.` .. .A . "I � ... -QIQK-mmuIm-, � L-- 0.r -I b.. -`" SS_�10NELL a . . r. . I.I.. � . . . .-. I .I .1 �4II .. , -:--- .� . .N . .. Q IEI I .. - ..A .�'. 5I��I0 m-� . :,. .1. PRIME DOOR FRAME ASSEMBLY PRIOR .. +4I- . -..--::.... TO DELIVERY FOR FIELD PAINT ' ,. :, REFER TO ROOF PLAN . TO HAND 1 2. REFER TO DETAIL D3/A502 � (A-131) FOR SPACING .= !� ;u. & >7 . _<. I . I --. .:I C- - _.l ... � *u O.^"U.wffs ,-I .: I . ._ �..� R a..- MR. . . ` - . � .U_. Ih G..-. .r ..I lEm c 0 !T5�IIA. I I.E� ll ' 2ilIiR .1 D.. T .. ... � I� .M' - I �I. E.-. I. . . I- EI.. T I. .. I EI A..I . . . .I I.L . , 1It . ....".V.... ONTA� r . L 4 .......... .. :.,."., ",,., (TYP} - PA I :.�: •., 1 : . 6'" METAL . : .'L '��..'"Lj . ... . ,c... :':.:��:�' . 3 4"x2"xl/4'tTUBE STEEL FRAME . 16 GAUGE GALVANIZED sc�ppcp �"" . . ... " � * - METAL END -�BUILT-UP ROOFING OVER _ - ��?AsER 2x2xl/4TUBE STEEL .. CONC. BLOCv �Oi ,- I - - - - - oJ/ itCAP. HEM ENDS , PLYWOOD SHEATHING "> z DOOR STILES AND 4 , - _- -\\ TOP/BOTTOMRAILS A. SURFACE MOUNTED FIRE . ...® 11 EXTINGUISHER WITH STRAP 1 11 ..O..,.;.. .. J ,. " �-.Zf) .10 GAUGE PLATE __ �/: : AT 0TTOM 12" '_ L _ 0 I 3x3xl/4 STEEL TUBE , 1-%*- :....--2"CANT STRIP 1 ._.. ua- I I POSTS (TYP) ..r. I� ..I� I , II ...I I. =. I , .r. -. :-::-.* 0 U) I 3x3x1/4 STEELTUBE -PAINT . 3/8" DIAMETER S.S. HILT] KB 3 WITH I . -, .f� 0 BOTTOM AND TOP . 21/2EMBED (ICC -ESR -1385 , 4XLEDGER - , �. ." 0- - - __ __- 0 , - ACOMPLY WITH SEC.. 6.7 AAZM 1 05 - SEE STRUCTURAL _ 1 . -___ (TYP) ,�.: .: _d- - ___ MTL FLASHING CAULKING u T) . . ..LisIY, L.: 4 . i -.. t w -STEEL FURRING f.'� - ,. EXTERIOR CMU I it . .. *:"� . �'1! WALL CHANNELS AT 24 O.C. TYPi'HINGE TYP OF 3 ( ) 4 .() . t._' '... . METADOOR FRAM 6 ____�_ . � .. CMU WALL I --:.il CMU WALL WHERE OCCURS :�-;..3/8" WIDE xl"DEEP MULLIONS REFER TO DETAIL D5/A502 , TJI - ROOF FRAMING :; \.::$, SPACED AS SHOWN . - SEE STRUCTURAL ____ HOLLOW METAL DOOR SEE DOOR SCHEDULE . 0 = 11 11 911 SCALE: I - V-01' '14 . 21 11 tv 11 " 11-011 311 611 911 WALE: 3' 1f-011 0 36SCALE: 1 1 /2= 1' 1 0 611 12it 181SCALE: 1 1/2"= 11-01' 0 6 12 18SCALE: 3 BLOCK WALL WITH FLUSH JOINTS . -_ VERIFY NOTE: 2-6" X T -O" INSULATED - SEE FINISH SCHEDULE \ PROVIDE PADLOCK AND KEY ACCESS HATCH -SHOP GYP. BOARD METALTRI. PER OWNERS REQUIREMENTS PRIMED,FIELD PAINTED. M 21 1/2" INTERIOR FINISH 41/2" HDG WD SCREW 4 I" II r I.. ., � , . 2x STUD . -SEE FINISH FROM ALL CORNERS 12 INTERIOR FINISH . . O.C. MAX TYR 5/8" GYP. BOARD WITH =" a- BUILTUP ROOFING . VENEER PLASTER FINISH�8d NAIL -SEE FINISH SCHEDULE SYSTEM CEMENT BASED THINSET INSTALL . � EACH CLIP TYP AND GROUT JOINTS _ w PLYWOOD ROOF DECK , , xL.18GA CLIP AT 30"OC MAX WITH . J MET - TYP < -.114" SHIM SPACE #8 WS FROM CLIP FLANGE . � �_�.*% GLAZED CERAMIC NOWRECESSED # 4 DOWEL AT % WD STUD. TOP/BOTTOM AT SEALANT _! COVED BASE TILEAND BULLNOSE TOP BOTTOM 12" JAMBS. (TYP) SEALANT WITH -GROUT BACKER ROD _ . NT SEALANTTYPCOI 4X BLOCKING . I _ :.. 0 I N BLOCK ROOF _._" FRAMING AROUND . CONCRETE SLAB 0 . . f 0O:STRUCTURAL HOLLOW METAL FRAM AT LOWER 12" OFOUT A3 TYP w T - CLEAR OPENING . p DOOR- SEE DOOR SCHEDULE JAMB EA SIDE A502 EQ VERIFY EQ ALUMINUM LADDER V 2 X 6 STUDS AT 16" O.C. V 1-1/1618 GA CLIP TO DOOR JAMB SHAFT WALL FRAMING 5/8" D VGYP BOARD WITH VENEER . PLASTER . = " i . SCALE: 611 - 1 1-011 1it 21t 4ItI SCALE: 3i$-OfSCALE: 3=.1'.O#1 3of 6it 9It I DOOR -SEE SCHED. SCALE.1"= 11-011 0 6if 1l 21 T VERIFY JAMB DIM. TOP OF HATCH 0 �= . 0 I . -i . 3116" X 2" ALUMINUM ANCHOR 7t� STRAPS EACH SIDE X3 . DOME STRAINER = < 0 . . 1!, TYPICAL JAMB 1 002 i 3/8" DIAMETER S.S. HILTI KB 3 '. 1 I , .:..."` :* CC ESR -1385 MINIMUM ) - . DOME RECIEVER AND fl/2" EMBED F_ MEMBRANE CLAMP - Y (D ... Q = 1 1/4" DIA. DEEP 0.XQBUILT UP ROOFINGMEMBRANE = I . I SERRATED RUNGS / CM r- . __�_ <_ _ 2 #3x7` REBAR-TO I gLAB SET IN EPDXY 1/4" DIA. M.B. AND ..1-- -.. X HM FRAME TO . . WASHERS TYPICAL _ . - , .- .. EXTERIOR R . PLYWOOD SHEATHING = CONCRETE WALK '.,.�..1 SEALANT ALL AROUND JAMB . FLUSH WITH TOP OF 6063-T5 ALUMINUM HEAVY DUTY 0 i.FINISH FLOOR RATED ALUMINUM LADDER. CAL. . I• #50OR EQUAOVED (O'KEEFFE'S. ?k F.F. = X < n UNDER DECK CLAMP CAST IRON ROOF " � 4 DRAIN, DAYLIGHT ROOF 4"X 2"X 3/16-X 31 ALUM 0 DRAIN AT +6" A.F.F. = MFR CLIP WITH (2) SHOT PINS ANGLE BRACKET- - / -SEE PLUMBING BYALADER MANUFACTDRER. A3 FRAME . . V. . .. . . . . . ANCHORAGE (TYP) 3/80x 3" SS HILTI KB -TZ C(ICC ESR-1917TYP OF TWO) ., . . � . . EQ. VERIFY EQ. WITH 21/2" EMD. . 1 . I 'I. . . I0 . ;0 k . . ;d . iw 1 SCALE: 3" = 11-011 0 311 161' 9I8 SCALE: 3" = I' -O# 0 388. 681 988 SCALE: 3"1= 11-011 00 388 688 9fiSCALE' 1.1 /2t81 11 -Off 0'611 1.211 1811 .. � I �.. . . . . I I r I M M 0 MINIM M M - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MINININ M M IIIIIIIIIIIIIIIIIIIIIIIIIIIIII MINININ M . . � � mom wimm � NOON 11111111111111111 M 10 --- IR I a . 0.0.0 No 0 0 0 - I I I I . . - . .. . . .. LL - . . � --VIE, L By . . L . . I � ARCHITEC . TS� -INC* . . . 5500 MING AVENUE ' . - - SUITE 280 � I . I � . BAKERSFIELD, CALIFORNIA. .93.309 . . . . - - TELEPHONE - .. 1 (661) 832-5258 - - . - I . I I � I FACSIMILE . - .. (661) 832-4291 . . ,ARCHI-YEC7 C-14,728 . .. U/ WILLIAM J. MELBY, AIA i0DOE'I .. 1 R"OR C L L .9 H OO.o. � UT 835 I ooME. ■■■■■®® I.N 9mS .� I-D KDlEL. � .3. .. � , _ I�OO ,'..*. , � �E . I O NM"O OE ROO E SPORTS PARK 5-CD(040212).pIn DRAWN BY. CHECKED BY. CHECKAND VERIFY ALL DIMENSIONS OCEEDING WITH THE WOR TO THE AR IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETAF OF THE ARCHITECT .COPYRIGHT ORDIZ-MELBYARCHITECTS, INC.2010 SHEET TITLE 7.1-207 SHEETIDENTIFICATION NUMBER .b. mom Mom. 1 . _ �b n l . Iz - - � .... _ R � � -J , R . , G G.I . ,.. . ,I E . A L.. MI , ., - .E N .. I� � O I CD)3/09/12PLAN CFECK/B�.M. 1I D . L'=..1 ADDENDUM #3 - I .I .I I . �I MI3 1 O .M.. I ' .O E I . . .NN. M 04/06/12 ISSUED WITH RESTROOM BEFORE K. CHITECT ETHE 2 mmmm mmmm 2 mmmm mmmm R 1 lZ ARCHITECTS, INC. 5500 MING AVENUE :SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE' (661) 832-5258 FACSIMILE (661) 832-4291 JA " C OHAt No. C .16835 DECEMBER 34, 2013 RENDETEWWAAIL, A DANNY.E/ORPIZ, AIA ARCHITT 4-14,728 WILLIAM VMELBY, AIA ARCHITECT C-16,835 -CONFORMED Sh I RESTROOM BUILPING AT STATE FARM SPORTS VILLAPF 9001 ASHE ROAD BAKERSFIELD, CA93313 C L6 0 0 Ld a< U) w 0 0- ry w (D 0 Nr0 0 Nr CITY OFBAKERSFIEL.D. PUBLIC WORKS DEPARTMENT 1501- TRUXTUN AVENUE 'BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION CD 0 0 1111COMMON TO 04/06/12 0 ]MIN M MINIM MININ M 0 ]MIN MEN Im WIIM mom IN M 0 R 1 lZ ARCHITECTS, INC. 5500 MING AVENUE :SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE' (661) 832-5258 FACSIMILE (661) 832-4291 JA " C OHAt No. C .16835 DECEMBER 34, 2013 RENDETEWWAAIL, A DANNY.E/ORPIZ, AIA ARCHITT 4-14,728 WILLIAM VMELBY, AIA ARCHITECT C-16,835 -CONFORMED Sh I RESTROOM BUILPING AT STATE FARM SPORTS VILLAPF 9001 ASHE ROAD BAKERSFIELD, CA93313 C L6 0 0 Ld a< U) w 0 0- ry w (D 0 Nr0 0 Nr CITY OFBAKERSFIEL.D. PUBLIC WORKS DEPARTMENT 1501- TRUXTUN AVENUE 'BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION CD 03/09/12- PLAN CHECK/BID 04/06/12 ISSUED WITH ADDENDUM #3 JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM, BLDG-AC15-CD(040212).pin DRAWN BY: CHECKED BY. CHECK ANDVERIFYALL-DIMENSIONS BEFORE PROCEEDING WITH THE WORK. - REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS., IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT COPYRIGHT ORDIZ-MELbY ARCHITECTS, INC. 2010* SHEET TITLE. L T 7.1-207 SHEET IDENTIFICATION NUMBER A503 uuu "PES DOOR SCHEDULE RT'y DOOR LOUVER. FRAME HARDWARE FIRE DOOR SIZE DOOR# REMARKS' TYPE FINISH VISION1T . W HT FRAME FINISH SET NO PANIC HDWR RATING SEE SEE SEE W HT THK SCHEDULESCHEDULE' SCHEDULE r 101 A 31-011 71-01 0'=1314" P2 2411 18 C P2 01 101 102A A 3141 71-011 0'- 13/4" P2 24". 1811 C P2 02 102A. ------- . 102B A 31-011 71-0110'-13/4" P2 P2 03 1028 A LOUVER WITH 102C B 61-011 71-011 0'-13/4" P2 A P2 04 102C .50% AIR SPACE, E ---- ANDINSECT w SCREEN WHERE Lu ------- 103A c 31-011 71-011 01-211 Lu P2 B P2 05 103A SCHEDULED c/) - ------ %IV Lu uj uj C B 103B :1 - ", - 103B T-0 T -O" 01-211 P2 P2 05 -------- I (f) (1) 0 cn 104A c 31-01 1 71 4 1 .0-211 P2 B P2 05 104A ------------ It oil -2" 1048 C T-0 71- Of P2 B P2. .05 1048 �-1 �3/4- P2. 24fl 1811 c P2 02 105A A T-0 T- 105A HOLLOW METAL HOLLOW METAL TUBE STEEL 1058 B 61-011 71-01' 0'-13/4" P2' A P.2 04 10513REFER TO DETAIL D3/A502 106, A T -O" T -O" U-13/4" P2 24" 1.811 c P2 06 FRAME TYPES SEE SEE SEE SCHEDULE' SCHEDULE' 2„ SCHEDULE' 7 TYP TYP TYPj C NPE 4 A502' uj w Lu 3 uj 3 U) KD4 A3 B2 w ui w w �A102 ,1 co co 502 cf) A3 A502 . u t I Li HOLLOW METAL TUBE STEEL HOLLOW METAL FINISH SCHEDULE FINISH AND -MATERIAL KEY FLOORING BASE WAINSCOTT WALLS CEILING MARK FINISH MARK -MATERIALS ROOM # ROOM NAME A B C D ROOM # REMARKS FF FACTORY FINISH 1 CERAMIC TILE MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HEIGHT f AATEA4,,, FINISH FINISH4441PA4L, FINISH MATERIAL FINISH' Pi PAINT FLAT ENAMEL 2 RUBBER TOPSET BASE (6" U.N.O.) - REFER TO -INT. ELEVS. 101 FAMILY R.R. 01 4 S 7 FF 8 P2 .6,8 P2 6,8 P2 6,8 P2 8�,n P2 3 P2 8141 101 5/8" GYPSUM BOARD, W/ VENEER P2 PAINT SEMI -GLOSS ENAMEL 3 PLASTER FINISH /SMOOTH FINISH 102 STORAGE 01 4 S 2 FF. 6 P2 6 P2 3 P2 1/3 / 6 P2 3 P2 81-611, 102 S d4i.� EXPOSED CONCRETE :v V- 103 4 S 7 FF 8. P2 6,8 P2 6,8 P2 6,8 P2 6,8 3 P2 3 P2 81-61 103 ACRYLIC COPOLYMER 5 EXPOSED STRUCTURE 4 S 7 FF 8 P2 6,8 P2. 6,8 P2 6,8 P2 P2 3 P2 6-6 104 CONCRETE BLOCK FILLER 104 MEN' 105 6 cmu 105 STORAGE 02 4 S �6 P2 3 P2 6 P2 6 P2 3 P2 81 7 v v T IF v v 7 6" NON -RECESSED COVE TILE BASE AND BULL NOSE TOP 8 ACRYLIC COPOLYMER CONCRETE BLOCK FILLER NOTES: ALL INTERIOR FINISH MATERIALS SHALL MEET THE TESTINGAND. PERFORMANCE REQUIREMENTS.OF C.B,C. CHAPTER 8 KA3'�B2 O O C) L6 c) -i. m 2 0 0 w F- U) w 0 CL U) 2 fy w (0 0 D 0 O O 0■MENEM MENEM PLAN-CHECK/BID 04/06/12 JSSUED WITH ADDENDUM #3 M Elm my... RENE■ NOON MEMO NON ME No ■ Aff IL I Z ELBY _V1 A. ISE �` II�C 5500 MING AVENUE' SUITE 280 BAKERSFIELD, CALIFORNIA 93309* TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291. A io No. C--16835 DECEMBER 31, 2013 RENEWAL DA -M DANNY E. ARCHITE( WILLIAM -J. mmummomm ZDI;j, AIA C14,728 �BY, AIA C-16,835 mmmmmmmm* .1RES"TROOM BUILDING. AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD CA 93313 I &10 J low 1 .3 �N MARK DATE DESCRIPTION CD 03/09/12 PLAN-CHECK/BID 04/06/12 JSSUED WITH ADDENDUM #3 JOB NUMBER: 1406. CAD DRAWING FILE: 1406 -STATE FARM. SPORTS PARK RESTROOM BLDG-AC1 5-CD(040212).pin DRAWN BY CHECKED BY: 'CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING. WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY'OF THE ARCHITECT COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 MEN mmmmmmmm, SHEET TITLE Su"' H E uw`U L E S . 7.1-207 SHEET IDENTIFICATION. NUMBER 1 �, 18® } 'THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INFO INFORMATION AB ANCHOR BOLT INT INTERIOR ABV ABOVE ■■ CONTRACTOR. ADDL ADDITIONAL JST JOIST ALT ALTERNATE _ JT JOINT ANCH ANCHOR;< SITE BY THE OWNER'S REPRESENTATIVE WILL NOT INCLUDE OBSERVATION F THE & AND KSI KIP PER SQUARE INCH ARCH ARCHITECT, (URAL) SPECIFIED ON THIS SET OF DRAWINGS. PROVIDE ADEQUATE SHORING AND/OR C� AT LBS POUNDS 21® STRUCTURAL OBSERVATIONS PERFORMED BY THE STRUCTURAL ENGINEER DURING LLBB LONG LEG BACK -BACK BF BRACE 'FRAME LLH LONG LEG HORIZONTAL BLDG 'BUILDING GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED A LLV LONG LEG VERTICAL BLK BLOCK LONG LONGITUDINAL BLKG BLOCKING:.*'LT WT LIGHT WEIGHT BEL BELOW..LVL 24. LAMINATED VENEER (LUMBER) BM BEAM LVL .LEVEL (FLOOR) BN BOUNDARY NAILING OWNER'S REPRESENTATIVE. B or. -BOT -BOT -TOM"`, MAX MAXIMUM BRG `BEARING MB MACHINE BOLT BTWN BETWEEN MECH MECHANICAL BU BUILT-UP MEZZ MEZZANINE BUB BACK-UP, 4AR MFR MANUFACTURER INDICATED IN THIS SET OF DRAWINGS. DO NOT PLACE OPENINGS, POCKETS, ETC. IN MIN MINIMUM CAMB(C) CAMBER(EQ) MISC MISCELLANEOUS CBC GALIFORNIA BllILDING,;GQDE:.;�:_ : MII._ __.METAL _._ .._.__... CG CENTER OF GRAVITY MS - MIDDLE STRIP CIP CAST IN PLACE B. LIVE LOADS: CJ CONSTRUCTION JOINT (N) NEW ORCONTRdL JOINT NIC NOT IN CONTRACT CJP COMPLETE JOINT NO (#) NUMBER PENETRATION NS NEAR SIDE CL(Q CENTERLINE NTS NOT TO SCALE CLG CEILING NORM WT NORMAL WEIGHT CLR CLEAR MASONRY SHEAR MALL CMU CONCRETE MASONRY. "UNIT OC ON CENTER (NOT NECESSARY; COL COLUMN OD OUTSIDE DIAMETER CONC CONCRETE OF OUTSIDE FACE CONN CONNECTION OH APPOSITE HAND CONT CONTINUOUS 0-0 OUT TO OUT CS COLUMN STRIP OPNG OPENING CRC COLD ROLLED CHANNEL CTR CENTER(ED) PARA PARALLEL CTRSK COUNTERSINK P/C PRECAST C -C CENTER TO CENTER PERP PERPENDICULAR PJP PARTIAL JOINT PENETATION d PENNEY(NAIIS) PL (R) PLATE DBL DOUBLE PLY PLYWOOD DET DETAIL PSF POUNDS PER SQUARE FOOT DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH DIA( DIAMETER PT PRESSURE TREATED DIAG DIAGONAL. P/T POSTiENSIONED(PRESTRESSED; DIM DIMENSION DN DOWN RAD (R) RADIUS DO DITTO (REPEAT) REF REFERENCE DP DEEP REQ'D REQUIRED DWG DRAWING REINF REINFORCEMENT(ING) DWL DOWELS RJ ROOF JOIST EA EACH SC SLIP CRITICAL EBF ECCENTRIC BRACE FRAME SEP SEPARATION EF .EACH FACE SCHED SCHEDULE EJ EXPANSION JOINT SIM SIMILAR ELEC ELECTRICAL SIMP SIMPSON ELEV ELEVATION/ELEVATOR SHT SHEET EMBED EMBEDMENT SHTG SHEATHING EN EDGE NAILING SLBB SHORT LEB EACH -BACK EQ EQUAL SLV SHORT LEB VERTICAL EQUIP EQUIPMENT SMS SHEET METAL SCREWS ES SIDE EACH' SOG SLAB ON GRADE EW EACH WAY SPECS SPECIFICATIONS EXIST(E) .EXISTING SP SPACE (S) EXP EXPANSION SQ SQUARE EXT EXTERIOR' SSC SINGLE SHEAR CONNECTION STAGG STAGGER(ED) FIN FINISHED) STD STANDARD FLR FLOOR STIFF STIFFENER FDN FOUNDATION STL STEEL FLG FLANGE STRUC STRUCTURAL FN FIELD NAILING SYMM SYMMETRICAL FOB FACE OF BLOCK OR BRICK FOC FACE OF CONCRETE T & B TOP AND BOTTOM FOM FACE OF MASONRY T & G TONGUE AND GROOVE FO PLY FACE OF PLYWOOD TEMP TEMPORARY FOS .FACE OF STUDS THK THICK(NESS) FMG FRAMING THRD THREADED FS FAR SIDE THRU THROUGH Ef FOOT TP TOP OF PARAPET TTG .FOOTING T PLY TOP OF PLYWOOD TRANS TRANSVERSE GA GAGE TOC TOP OF CONCRETE GALV GALVANIZED TOS TOP OF STEEL GB GRADE BEAM TSG TAPERED STEEL GIRDER GL GRID LINE TOW TOP OF WALL GLB GLUE -LAMINATED BEAM TYP TYPICAL HCA HEADED CONCRETE ANCHOR. UNO UNLESS NOTED OTHERWISE HD HOLD. DOWN HDR HEADER VERT VERTICAL HGR HANGER HORIZ HORIZONTAL W/ WITH HSB HIGH STRENGTH BOLT WBS WELDED BEAM SEAT HS 'HIGH STRENGTH WD WOOD HT HEIGHT WP WORK POINT WPJ WEAKENED PLANE JOINT IBC INTERNATIONAL BUILDING CODE WS WELDED STUDS ID ':INSIDE DIAMETER WT WEIGHT IF INSIDE FACE WWF WELDED WIRE FABRIC W INCH... 18® } 'THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT MINIMI ■■. INDICATE THE METHOD F CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE MEANS, MINIM ■■ METHOD, TECHNIQUES, SEQUENCE AND PROCEDURE OF CONSTRUCTION AS REQUIRED. ■■■■ SITE VISITS PERFORMED BY THE OWNER'S REPRESENTATIVE DO NOT INCLUDE ■■■ INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY ■■ CONTRACTOR. 19, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORES, BRACES AND GUYS REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING STRUCTURE AND COMPONENTS, SOILS, OTHER STRUCTURES AND UTILITIES MAY BE SUBJECTED DURING CONSTRUCTION. SHORING SYSTEMSSHALL BE DESIGNED AND STAMPED Y A CIVIL O STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. VISITS T THE SITE BY THE OWNER'S REPRESENTATIVE WILL NOT INCLUDE OBSERVATION F THE ABOVE NOTED ITEMS. 20. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT SPECIFIED ON THIS SET OF DRAWINGS. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH OR WHERE OVERLOAD IS ANTICIPATED. 21® STRUCTURAL OBSERVATIONS PERFORMED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION ARE NOT THE CONTINUOUS AND SPECIAL INSPECTION SERVICES AND DO NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR. OBSERVATIONS ALSO DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED A SUPERVISION OF CONSf'kU I0 N. 22. CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS AND SHALL STAMP SHOP DRAWINGS PRIOR TO SUBMISSION T THE OWNER'S REPRESENTATIVE. 23. ARCHITECT'S / ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT BE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM CONTRACT DOCUMENTS® 24. SHOP DRAWINGS WILL NOT BE PROCESSED DUE TO INCOMPLETENESS, LACK OF COORDINATION WITH RELEVANT PORTION OF CONTRACT DOCUMENTS, LACK OF CALCULATIONS IF REQUIRED AND WHERE DEVIATIONS, MODIFICATIONS AND SUBSTITUTIONS ARE INDICATED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE. 2. ALLOW SEVEN WORKING DAYS FOR PROCESSING SHOP DRAWINGS OTHER THAN STRUCTURAL STEEL & DESIGN --BUILD ITEMS AFTER RECEIPT BY THE STRUCTURAL ENGINEER. ALLOW FOURTEEN WORKING DAYS FOR PROCESSING STRUCTURAL STEEL DESIGN --BUILD ITEMS SHOP DRAWINGS. SHOP DRAWINGS AND SUBMITTALS WILL BE REVIEWED A MAXIMUM OF TWO TIMES. 26. THE LATERAL SYSTEM OF THE STRUCTURE IS DESIGNED WITH LATERAL RESTRAINT AT THE GROUND FLOOR. STRUCTURAL FRAMES ARE NOT LATERALLY SELF SUPPORTING UNTIL THE ENTIRE DESIGN LATERAL RESTRAINT FLOOR AND STRUCTURAL WALLS BELOW ARE IN PLACE. 27® DO NOT SPLICE STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED AN INDICATED IN THIS SET OF DRAWINGS. DO NOT PLACE OPENINGS, POCKETS, ETC. IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED AND INDICATED IN THIS SET OF STRUCTURAL DRAWINGS® NOTIFY THE STRUCTURAL ENGINEER IF DRAWINGS BY OTHERS REQUIRE MODIFICATIONS TO STRUCTURAL MEMBERS AS SHOWN IN THIS SET F STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 28. DESIGN LOADS: A. DEAD LOADS: CONSIST OF BUILDING SELF -WEIGHT PLUS SUPERIMPOSED DEAD LOADS. REFER TO COMPLETE SET OF DRAWINGS FOR DETERMINING DEAD LOADS. B. LIVE LOADS: AREA DESIGN LIVE LOAD REMARKS ROOF 20 PSF REDUCIBLE C. SEISMIC DESIGN LOADS: SEISMIC IMPORTANCE FACTOR 1 = 1.0 OCCUPANCY CATEGORY = I[ $S = 1.259 S1 --- 0®482 SITE CLASS = D SDS -- 0.839 SD1 = 0.488 SEISMIC DESIGN CATEGORY D CS -- 0.168 R = 5 FOR SPECIAL REINFORCED MASONRY SHEAR MALL SEISMIC DESIGN BASE SHEAR = Cs X BLDG DEAD LOAD ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE D. WIND DESIGN LOADS: BASIC WIND SPEED (3 SEC. GUST) = 85 MPH WIND IMPORTANCE FACTOR = 1.0 OCCUPANCY CATEGORY = I WIND EXPOSURE = C INTERNAL PRESSURE COEFFICIENT = 0.18 FOR ENCLOSED STRUCTURE COMPONENTS & CLADDING WIND PRESSURE = PER CBC SECTION 1609 & ASCE 7--05 CH.6 rlop+ r t t "t r r "" f r � � � w ♦ r' 1, r as as !", trt ♦t IL IND low TL too Be ID IT w i w M t !rt ► t rr r r� ' t � , r � t ` ,• t� r A t 1 ! t t � � �!i' � 1 M• ♦' t 1 1 i � f � "c i",► r t` � � r �rt art' ♦ � t f " � _ s tw : r w w " "t j " " �* I DID : � � � r � er ,� ��► r y�rw� � � it 1 Qm MM■IMMMM ■MEMO■■ MINIMI ■■. ■ MINIM ■■ MINIM ■■ ONE ■■■■ ■■■■ ■■■ ■■■ ■■ ■■ ■ ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 <e115'�',-C-ID AIRCoil IV 'y/A No. C-16835 DECEMBER 31, 2013 ____._..► RENEWAL `Q DANNY E. RDI , AIA ARCHITE T -14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■ E■■■O mmmmmmmm- rt D MARCH Cd J A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, Cdifomta 90015 Phone (213)483-6490 Fox (213) 744-1515 JOB jJ13411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 t BAKERSFIELD, CA 93313 ■■ ■®®®■ MENOMONIE MARK DATE DESCRIPTION ommommom.momommmo JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pIn DRAWN BY: TI. CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE: THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 mmmmmmmm,mmmmmmmm SHEET TITLE mommoomm.moommmom 1. ALL C®NCRETE IS REINFO CED AND CAST_IN_PLACE UNLESS OTHERWISE NOTED. . ALL PHASES OF OR PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM T THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 1 ,WITH MODIFICATIONS A NOTED IN THE CONTRACT DOCUMENTS® CONCRETE MIXING OPERATIOp ETC., SHALL CONFORM TO C-® 4. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 AND CONTRACT DOCUMENTS. . 5. ALL STRUCTURAL CONCRETE SHALL NAVE A MINIMUM COMPRESSIVE STRENGTH AT 2B DAYS A FOLLOWS: LOCATION STRENGTH TYPE OF CONCRETE ALL CONCRETE 3000 PSI NORMAL WEIGHT 6. NO MORE THAN ONE GRADE OF CONCRETE SHALL BE ON THE JOB SITE AT ANY ONE TIMES 7, PORTLAND GEMENT SHALL CONFORM TO ASTM C--150, TYPE I OR TYPE Ii, LOW ALKALI CONCRETE MIXES SHALL BE DESIGNED BY A APPROVED LABORATORY. THE DESIGN _�....___._ � ._-.. SHALL --BE STAMPED BY A CIVIL OR STRUCvTURAL ENGINEER LICENSED I....TNE STATE OF CALIFORNIA AND SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL. ADMIXTURES CONTAINING CALCIUM CHLORIDE ARE NOT ALLOWED. 9, NORMAL WEIGHT CONCRETE AGGREGATES SHALL. CONFORM TO ASTM C—�33. LIGHT WEIGHT CONCRETE AGGREGATES SHALL CONFORM TO ASTM C--330. 10, NON --SHRINK CEMENT GROUT SHALL NAVE A MINIMUM 2B DAY COMPRESSIVE STRENGTH OF 7000 PSI. USE SIKA GROUT 212" {CARR 2474} OR "MASTERFLOW 92S" {CARR 2317j. REQUIRED TO PREVENT AIR POCKETS AND OR "HONEYCOMB" UNDER OR AROUND THE EXISTING MEMBERS. CONCRETE CAST WITH AIR POCKETS AND OR "HONEYCOMB" UNDER OR AROUND THE MEMBERS IS NOT ACCEPTABLE. 12. THE CONCRETE SLAB THICKNESS SHAD. BE UNIFORM UNLESS OTHERWISE SHOWN. 13. THOROUGHLY CLEAN AND ROUGHEN ALL EXISTING CONCRETE, CONCRETE PREVIOUSLY POURED AND HARDENED AND MASONRY SURFACES TO RECEIVE NEW CONCRETE. INTERFACE SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 1 /" UNLESS NOTED OTHERWISE. 14, THE FOLLOWING MINIMUM CONCRETE COVER SMALL E PROVIDED F{� REINFORCEMENT PLACED IN CAST--IN—PLACE CONCRETE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. FORMED CONCRETE EXPOSED T EARTH OR WEATHER: THROUGH 1 BARS " BAR, W31 OR D31 WIRE, AND SMALLER 1 1 f 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS AND JOISTS: . 14 AND 1 BARS 1 1 f2'� 11 BAR AND SMALLER 1 " BEAMS, COLUMNS AND WALL JAMBS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS: THROUGH 11 1 1 /2" 14 AND 1 BARS 2 1 /2" 1 ACI. REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED I POSITION PRIOR TO PLACING CONCRETE. : - 1 PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO N0T GUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE I NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE : 20. CURING COMPOUNDS USED ONS CONCRETE TO RECEIVE A FINISH SHALL BE APPROVED BY THE FINISH APPLICATOR BEFORE USE. r,�,_. u � �iT.�T p 5500 MING AVENUE SUITE 280 . BAKERSFIELD, CALIFORNIA 93309 TELEPHC3NE (6fi1 } 832-5258 FACSIMILE (861} 832-4293 DANNY ��RDIZ, AIA ARCHIT T C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-15,835 ■ ■®■ ■■ t1 w CAATI®N OACTIO � NTS�--_�._________�______�.______.�_..�� .�-�— � ;� cn ca � SLAB ON GRADE ca � w � FTG TYP ; ., f w � � � �mc�c� e. ;4.. � . .... ..... .,. � :,.. _. � •� 4....... .. 4 �. �� m� � I w w ,. �' s � r � # � r t i s � r; % % � -� �� f 7.1-207 n rir ��n DATE SIGNED: MARCH �, 202 OC Q �� JOHN A. MARTIN � ASSO(:IATES. INC. Structure! Engineers 950 South Gr®nd Avenue Los Artgies, Cdifomio 9fl015 Phone �2t3}483-fi49t? I~ex (213} 744--i 515 roe #��3��t r � , � � A' *�- •tl -�►M � ' � ;� • � • r � r !� a • � ■ 1t®■ ■■ MARK DATE DESCRIPTIQN . PdAR 0 9 20�Z I � ___ _ _ ■ ■®� ®■ ■fit■ JOB NUMBER: 146 CAD DRAWING FELE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-ACTS-CD{020212}. pin DRAWN BY: Tt. CHECKED BY: SM CHECK AND VERIFY AI.L DIMENSIONS BEFt)RE PRflCEEDiNG WITH THE WORK. REPURT DISCREPANCIES Tfl THE ARCHITECT. THE.. DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PRflPER7Y OF THE ARCHITECT. COPYRIGHT flRDt2-MEI.BY ARCHITECTS, INC. 2Q1f} ® ®®® ®® SHEET TITLE ■�■■ ■��■ ■�■ ■�■ ■� ■■ ■ r,�,_. u � �iT.�T p 5500 MING AVENUE SUITE 280 . BAKERSFIELD, CALIFORNIA 93309 TELEPHC3NE (6fi1 } 832-5258 FACSIMILE (861} 832-4293 DANNY ��RDIZ, AIA ARCHIT T C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-15,835 ■ ■®■ ■■ t1 w CAATI®N OACTIO � NTS�--_�._________�______�.______.�_..�� .�-�— � ;� cn ca � SLAB ON GRADE ca � w � FTG TYP ; ., f w � � � �mc�c� e. ;4.. � . .... ..... .,. � :,.. _. � •� 4....... .. 4 �. �� m� � I w w ,. �' s � r � # � r t i s � r; % % � -� �� f 7.1-207 n rir ��n DATE SIGNED: MARCH �, 202 OC Q �� JOHN A. MARTIN � ASSO(:IATES. INC. Structure! Engineers 950 South Gr®nd Avenue Los Artgies, Cdifomio 9fl015 Phone �2t3}483-fi49t? I~ex (213} 744--i 515 roe #��3��t r � , � � A' *�- •tl -�►M � ' � ;� • � • r � r !� a • � ■ 1t®■ ■■ MARK DATE DESCRIPTIQN . PdAR 0 9 20�Z I � ___ _ _ ■ ■®� ®■ ■fit■ JOB NUMBER: 146 CAD DRAWING FELE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-ACTS-CD{020212}. pin DRAWN BY: Tt. CHECKED BY: SM CHECK AND VERIFY AI.L DIMENSIONS BEFt)RE PRflCEEDiNG WITH THE WORK. REPURT DISCREPANCIES Tfl THE ARCHITECT. THE.. DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PRflPER7Y OF THE ARCHITECT. COPYRIGHT flRDt2-MEI.BY ARCHITECTS, INC. 2Q1f} ® ®®® ®® SHEET TITLE REINFORCING STEEL MASO(CONCRETE B 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE 1. MASONRY CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST WITH THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318), EDITION ACI 530 AND THE 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE Cd : CONSTRUCTION' BY THE C.R.S.I. AND THE W.C.R.S.I., OR A MODIFIED BY THE 2. CONCRETE BLOCK SHALL BE HOLLOW LOAD --BEARING CONCRETE MASONRY UNITS r4'�CTU ®�' `S'lq CONSTRUCTION DOCUMENTS® OF GA�,`F CONFORMING TO C90, MEDIUM WEIGHT. USE OPEN END UNITS AS REQUIRED, AND Phone (213)483-6490 BOND BEAM UNITS AT HORIZONTAL REINFORCING. MINIMUM COMPRESSIVE STRENGTH DATE SIGNED: REINFORCING BARS SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OF BLOCKS AS REQUIRED TO MEET SPECIFIED COMPRESSIVE STRENGTH OF ' OTHERWISE. MASONRY Wm) SPECIFIED ON THE CONSTRUCTION DOCUMENTS, CLASSIFICATION TYPE 3. SPECIFIED COMPRESSIVE STRENGTH OF MASONRY, f'm SHALL BE AS FOLLOWS: f'm = 1500 PSI AT 28 DAYS, TYPICAL UNLESS NOTED OTHERWISE. REINFORCING STEEL TO BE WELDED AND : LONGITUDINAL REINFORCING STEEL IN 4. DEPUTY INSPECTOR SHALL VERIFY SPECIFIED COMPRESSIVE STRENGTH OF MASONRY CONCRETE MOMENT FRAME MEMBERS AND IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS AS DEFINED IN SECTION IN CONCRETE SHEAR WALL ELEMENTS: ASTM A706, 60 KSI 2105 OF THE CALIFORNIA BUILDING CODE. UNIT STRENGTH METHOD ALL OTHER REINFORCING STEEL ASTM A615, 60 KSI* 5. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. ASTM A706 GR 60 MAY BE CONSIDERED EQUIVALENT TO ASTM A615, BUT ASTM A615 IS NOT EQUIVALENT 6. MORTAR MIX SHALL CONFORM TO THE ASTM C270 REQUIREMENTS FOR TYPE S. TO ASTM A706 MORTAR SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH AS REQUIRED TO MEET THE SPECIFIED COMPRESSIVE STRENGTH OF MASONRY (f'm). IN NO CASE SHALL - "MECHANICAL COUPLERS. LENT :...THREADED COUPLERS.._BY.. ERICO, .�.I.CC #3.967 ... .. __ ..� . 800 PSI....AT 28._. E ANOF1 THE COMPRESSIVE STRENGTH OF THE MORTAR BE LESS THAN (LARR #24507), XTENDER BY HEADED REINFORCEMENT CORPORATION, ICC #2794 DAYS. (LARK #25347) OR BAR --LOCK BY DAYTON SUPERIOR CORP, ICC #2495 LARR #25342). COUPLERS FOR BEAM AND SLAB BARS AT FORMED CONSTRUCTION JOINTS 7. PROVIDE GROUT COMPLYING WITH ASTM C476 ATTAINING A MINIMUM COMPRESSIVE MAY BE LENTON FORM SAVERS BY ERICO, ICC #3967. STRENGTH AS REQUIRED TO MEET THE SPECIFIED COMPRESSIVE STRENGTH OF MASONRY (f'm). IN NO CASE, THE COMPRESSIVE STRENGTH OF THE GROUT SHALL 4. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN E90X BE NOT LESS THAN 2000 PSI AT 28 DAYS. ELECTRODES FOR WELDING ASTM A615 BARS AND E 0XX ELECTRODES FOR WELDING ASTM A706 BARS. ALL WELDING SHALL BE IN CONFORMANCE WITH 8. ADMIXTURES SHALL BE ADDED TO MORTAR OR GROUT RESPECTIVELY PER AMERICAN WELDING SOCIETY, AWS --D1.4. ONLY WELDERS SPECIFICALLY CERTIFIED MANUFACTURER'S RECOMMENDATIONS® ADMIXTURE SHALL BE FOR REINFORCING STEEL AND IN ACCORDANCE WITH AWS D1.4 SHALL PERFORM "SIKA GROUT AID TYPE 11" IN PROPORTION OF SIX POUNDS PER CUBIC YARD WELDING OF REINFORCING STEEL. OF GROUT. 5. DRAWINGS SHOW TYPICAL REINFORCING CONDITIONS. CONTRACTOR SHALL 9. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1/2 INCH MINIMUM) GROUT BETWEEN PREPARE DETAILED PLACEMENT DRAWINGS OF ALL CONDITIONS SHOWING MAIN REINFORCING AND MASONRY UNITS. QUANTITY, SPACING, SIZE, CLEARANCES, LAPS, INTERSECTIONS AND COVERAGE REQUIRED BY STRUCTURAL DETAILS, APPLICABLE CODE AND TRADE STANDARDS. 10. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1 INCH MINIMUM) GROUT BETWEEN CONTRACTOR SHALL NOTIFY REINFORCING INSPECTOR OF ANY ADJUSTMENTS PARALLEL BARS. FROM TYPICAL CONDITIONS THAT ARE PROPOSED IN PLACEMENT DRAWINGS TO FACILITATE FIELD PLACEMENT OF REINFORCING STEEL AND CONCRETE. 11. MAXIMUM GROUT POUR . HEIGHT SHALL COMPLY WITH SECTION 1.16 AND TABLE 1. 16.1 OF ACI 530. 6. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 12. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, UNLESS 7. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 12 INCHES, OR ONE FULL MESH OTHERWISE NOTED. PLUS TWO INCHES, WHICHEVER IS GREATER. 13. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS AND FLOORS 8. REINFORCING SPLICES SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS. SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL AND SHALL MATCH THE SIZE OF THE WALL REINFORCING. . DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, 14. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING UNLESS NOTED OTHERWISE. PATTERN, AND JOINT TYPE. 10. DOWELS BETWEEN SLABS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, 15. IF WORK IS STOPPED FOR AN HOUR OR LONGER, PROVIDE HORIZONTAL SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS CONSTRUCTION JOINT PER TYPICAL DETAILS AND BY STOPPING GROUT 1 1/2 NOTED OTHERWISE. BELOW TOP TOP OF MASONRY UNIT. 11. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN --PLACE INSPECTION IS MADE. 7.1-207 ■■■■■■■ ■■■Err■ Fir"10MENNIN mommomr= 01MINIMMIMME No ORDIZ MELBY ARCHITECTS, INC s MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE • ♦ 832-5258 FACSIMILE t 832-4291 DANNY E. IZ, AIA ARCH ITEW C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 MENOMINEE MMMMMMMM MARCH 0, 2012 RESTROOM BUILDING' AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 �r r � r ■ • r ■■■■■■■ ■■ MEN MARK DATE DESCRIPTION VAR 0 9 2012 ONE ■■■■ . ■■MEMNON JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE ■ rl■■■ . MMMMMMMM Z 4) pRpfESSi Qf ir 0 a) Cd JOHN A. MAR nN & ASSOCIATES, INC. r4'�CTU ®�' `S'lq Structural Engineers 950 South Grand Avenue OF GA�,`F Los Angles, Cal fomia 90015 Phone (213)483-6490 Fox (213) 744-1515 DATE SIGNED: JOB #J13411 MARCH 0, 2012 RESTROOM BUILDING' AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 �r r � r ■ • r ■■■■■■■ ■■ MEN MARK DATE DESCRIPTION VAR 0 9 2012 ONE ■■■■ . ■■MEMNON JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE ■ rl■■■ . MMMMMMMM e. LUMbER STRUCTURAL STEEL STEEL PIPE (NOT LABELED AS HSS) A53, GRADE B AND MISCELLANEOUS METAL ALL OTHER STEE ELDING 1. UNLESS NOTED OTHERWISE, LUMBER SHALL BE DOUGLAS FIR, GRADE 1. ALL WELDING SHALL BE IN STRICT CONFORMANCE WITH HE T LATEST EDITION OF AWS NUTS FOR BOLTS AND MACHINE BOLTS MARKED, WITH A MAXIMUM MOISTURE CONTENT OF 19 AT THE TIME PLAIN WASHERS D1.1 AND THE CALIFORNIA BUILDING CODE WITH ALL APPLICABLE AMENDMENTS. 4. HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM OF INSTALLATION. STEEL, MISCELLANEOUS METAL AND FASTENERS ALL WELDED JOINTS SHALL E PRE --QUALIFIED PER THE LATEST EDITION OF AWS 2. UNLESS NOTED OTHERWISE ON THE DRAWINGS,. LUMBER GRADES SHALL 5. WHEN FABRICATING -BEAMS, PLACE NATURAL CAMBER UP. PROVIDE UPWARD CAMBER D1.1. NON PRE QUALIFIED WELDED JOINTS SHALL BE QUALIFIED BY TEST PRIOR TO ERECTION SHALL NOT DEVIATE BY MORE THAN ALLOWED BY THE AISC BE AS FOLLOWS: PROCEDURE QUALIFICATION TEST RECORD INCLUDED PER THE LATEST EDITION OF AWS D1.1. 9f 9) ff A. 2, x, 4x, 0. 1 AND SETTER 2. WELDING OF SHEET METAL AND METAL STUDS SHALL BE IN ACCORDANCE WITH AWS AN )) a) B. 6X LARGER N®. 1 D1.3. 3. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR AND SHALL .COMPLY WITH 3. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. THE LATEST EDITION OF U.S. PRODUCT STANDARD : P 10 . GRADES WELD SIZE SHALL BE AISC MINIMUM UNLESS A LARGER SIZE IS NOTED, WHERE SHALL B MARK T BONDED WITH: EXTERIOR E EDS STRUCTURAL RAL 1 BY APA AND LENGTH F WELD IS NOT SHOWN IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT . GLUE UNLESS NOTED OTHERWISE. REFER TO PLANS AND DETAILS FOR AND GROOVE WELDS SHALL BE FULL PENETRATION, UNLESS NOTED OTHERWISE. f THICKNESS. ALL PLYWOOD SHEATHING SHALL BE BLOCKED AT 4. ALL WELDING ELECTRODES AND ELECTRODE FLUX COMBINATIONS (FILLER METAL) UNSUPPORTED EDGES SHALL BE E7T, E7TXX OR E70X (MINIMUM 70 KSI), UNLESS NOTED OTHERWISE, AND SHALL MEET' THE REQUIREMENTS FOR H1 PER AISC SEISMIC 4-. AILS SHALL BE COMMON WIRE NAILS AND SHALL CONFORM TO ASTM PROVISIONS, F167. UNLESS NOTED OTHERWISE ON THE PLANS, NAILING SHALL COMPLY AS A MINIMUM WITH NAILING AND FASTENING SCHEDULES 5. ALL WELDS SHALL HAVE A FILLER METAL WITH CHARPY V --NOTCH TOUGHNESS OF PRESCRIBED BY THE GOVERNING BUILDING CODE. 0 FT --LBS AVERAGE AT MINUS TWENTY DEGREES FAHRENHEIT AND 0FT-LBS AT 5.C}OD CONNECTOR DESIGNATIONS SPECIFIED ON THE DRAWINGS REFER SEVENTY DEGREES FAHRENHEIT. CERTIFY CONFORMANCE TO CHARPY V -NOTCH -- -- - . .TO ..f'SIMPSON STRONG"' TIE CONNECTORS" A �-..MANUFA-CTURED... BY__.. THE TOUGHNESS REQUIREMENTS WITH TESTS BY ---AN INDEPENDENT TESTING LABORATORY. SIMPSON COMPANY AND AS LISTED IN THE LATEST EDITION OF THE IMPSON CATALOG. INSTALL CONNECTORS PER APPLICABLE ICC 6• GMAW AND FCAW-G WELDING PROCESSES SHALL NOT BE PERMITTED WHEN WIND REPORTS AND MANUFACTURER'S RECOMMENDATIONS. SPEED EXCEEDS 3 MPH, 6. SILL PLATES AND OTHER WOOD MEMBERS BEARING DIRECTLY ON 7. WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONCRETE OR MASONRY SHALL BE PRESERVATIVE --TREATED LUMBER. CONSTRUCTION PROCEDURE ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR IDENTIFYING THE METHOD OF FABRICATION. 7. FASTENERS AND HARDWARE IN CONTACT WITH PRESERVATIVE -TREATED OR FIRE- RETARDANT -TREATED LUMBER SHALL BE HOT DIPPED B. ALL SHOP WELDS SHALL BE PERFORMED BY A FABRICATOR LICENSED BY THE ZINC --COATED GALVANIZED STEEL AND SHALL COMPLY WITH SECTION LOCAL JURISDICTION. 2304.9.5 OF THE CALIFORNIA BUILDING CODE. B. SCREWS AND LAG SCREWS SHALL COMPLY WITH ANSI/ASME B18.6.1. /I 0• ALL WELDERS SHALL BE QUALIFIED FOR THE WORK THEY WILL BE PERFORMING AND PREDRILLED SCREW `HOLES SHALL BE 2/3 THE SCREW NOMINAL SHALL HAVE CURRENT VALID CERTIFICATIONS ISSUED BY AWS AND THE GOVERNING DIAMETER. MINIMUM SCREW YIELD STRENGTH SHALL BE AS FOLLOWS: JURISDICTION. SCREW NOMINAL DIAMETER YIELD STRENGTH (FYB) 10. FACES OF FILLET WELDS EXPOSED TO VIEW SHALL HAVE AS --WELDED SURFACES A4" 70,000 PSI THAT ARE REASONABLY SMOOTH AND UNIFORM. NO FINISHING OR GRINDING SHALL BE REQUIRED, EXCEPT WHERE CLEARANCES OR FIT OF OTHER ITEMS MAY SO 5/16 „ 60,000 PSI NECESSITATE. 3 AND GREATER 45,000 PSI 11. ALL PARTIAL AND FULL PENETRATION WELDS WHICH ARE EXPOSED TO VIEW SHALL 9. OLTS: BE GROUND SMOOTH AND FLUSH WITH FINISH SURFACE OF STEEL. HOLES SHALL BE A. ALL BOLTS SHALL CONFORM TO ASTM A307, GRADE A. FILLED WITH WELD METAL OR BODY SOLDER AND SMOOTHED BY GRINDING OR FILING. B. ALL ANCHOR RODS (ANCHOR BOLTS) SHALL CONFORM TO ASTM F1554, GRADE 36. 1. CLEAN GROOVE PREPARATION THERMAL CUTS BY GRINDING. C. BOLT HOLES SHALL NOT BE MORE THAN y6" LARGER THAN THE 13. WELDS SHALL BE TERMINATED AT THE END OF A JOINT IN A MANNER THAT WILL BOLT DIAMETER. ENSURE SOUND WELDS. WHENEVER NECESSARY THIS SHALL BE DONE BY USE OF D. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE EXTENSION BARS AND RUN OFF TABS. STANDARD CUT STEEL WASHERS MEETING THE REQUIREMENTS OF ANSI/ASME B18.22.1 UNDER BOLT HEADS AND NUTS. 14. A WRITTEN "WELDING PROCEDURE SPECIFICATION" (WPS), PER AWS D1.1, SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR, AND REVIEWED BY THE OWNER'S 10. PROVIDE PLATE WASHERS AT ALL BOLTS, SIZE AS FOLLOWS: REPRESENTATIVE AND BUILDING DEPARTMENT. THE WPS SHALL CONTAIN ALL THE BOLT SIZE PLATE WASHER SIZE NECESSARY INFORMATION REQUIRED BY THE CODE, THE SPECIFICATIONS, AND ANY ofof X 2a) 2fa OTHER INFORMATION NECESSARY TO PRODUCE MELDS THAT ARE IN COMPLIANCE 2 INCLUDE THE WELDING PARAMETERS WITH THESE REQUIREMENTS. THE WPS SHALL C UDE 5 f9 9f of Y4 x X 2 RECOMMENDED' BY THE ELECTRODE MANUFACTURER. ALL WELDERS AND INSPECTORS ; f4a) 49a 3`4 of Baa X2;Y4 SHALL ADHERE TO THE WPS AND SHALL RETAIN A COPY. )) ° )f /8 x 3Y2f)x 3Y2 )) 11. PROVIDE DOUBLE JOISTS BENEATH ALL PARALLEL WALLS. PROVIDE SOLID BLOCK BENEATH ALL WALLS PERPENDICULAR TO JOISTS. 12. JOISTS OR RAFTERS FRAMING FROM OPPOSITE SIDES OF BEAMS OR ' WALLS SHALL HAVE A LAP OF 4 OR MORE AND BE SPLICED WITH 4--16d NAILS AS A MINIMUM, UNLESS NOTED OTHERWISE. 13. LAG SCREWS SHALL BE TURNED, NOT DRIVEN, INTO PRE DRILLED HOLES OF 2/3 THE SHANK DIAMETER. 14, PROVIDE FULL BEARING AT END OF ALL BLOCKING, U.N.O. RED I 1 � • STRUCTURAL __-STEEL---AND kflSCELLEi1EOUSOTHE 1 STRUCTURAL r1 SHALL DETAILED, .,fir• • D ERECTED ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL BUILDINGS AND THE LATEST AISC SEISMIC PROVISIONS STRUCTURAL WHERE STRUCTURAL •rSED AND INDICATED AS 'AESS' ON PLANS OR DETAILS, FABRICATION AND ERECTION SHALL ALSO BE :IN ACCORDANCE WITH AISC CODE OF STANDARD PR . r ARCHITECTURALLY P, D STRUCTURAL r l 2. GENERAL CONTRACTOR i DETERMINE iwWORK FOR BOTH STRUCTURAL STEEL AND MISCELLANEOUS METAL SUBCONTRACTORS (IF. M SUBCONTRACTORS 1). THE COMBINED SCOPE OF i` FOR SUBCONTRACTORS f,Oilr ALL STRUCTURAL r, AND MISCELLANEOUS METAL WORK SHOWN CONTRACT DRAWINGS. 3. STRUCTURAL STEEL SHALL CONFORMASTM DESIGNATION AS INDICATED; i UNLESS NOTED OTHERWISE: ANGLESSTEEL AND CHANNELS A36 UNO ALL PLATES A36. HSS --(RECTANGU-LAR, SQUARE OR ROUND)_... A500,--- -GRADE B .._ _.. _... - _..._ STEEL PIPE (NOT LABELED AS HSS) A53, GRADE B BOLTS A307 ANCHOR BOLTS F1554, GRADE 55 S1, HEADED THREADED AND HANGER ROD A572, GR50 NUTS FOR BOLTS AND MACHINE BOLTS A563 PLAIN WASHERS ANSI B18.22 4. HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STRUCTURAL STEEL, MISCELLANEOUS METAL AND FASTENERS THAT ARE EXPOSED TO THE WEATHER. REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE WITH ASTM A780. 5. WHEN FABRICATING -BEAMS, PLACE NATURAL CAMBER UP. PROVIDE UPWARD CAMBER TO ALL MEMBERS SHOWN TO HAVE CAMBER. AMOUNT MEASURED IN THE FIELD PRIOR TO ERECTION SHALL NOT DEVIATE BY MORE THAN ALLOWED BY THE AISC SPECIFICATIONS. 6. SPLICE MEMBERS ONLY WHERE INDICATED. 7. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR OWNER'S REPRESENTATIVE REVIEW BEFORE FABRICATION. SUBMITTALS SHALL BE IN SIZES COMMENSURATE WITH A TWO WEEK TURNAROUND TIME. A MAXIMUM OF 250 SHOP DRAWINGS EVERY TWO WEEKS IS PERMITTED UNLESS WRITTEN AUTHORIZATION IS PROVIDED BY THE ARCHITECT TO CHANGE THIS LIMIT. 8. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE SCALE AND OIL. 9. BOLT i "ELARGER DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE. BOLT HOLES IN BASE PLATES MAY BE OVERSIZED -PER AISC TABLE 14-2 IF WASHERS ARE PROVIDED ., D r IN ACCORDANCE TABLE. 10. ALL STRUCTURAL STEEL SURFACES TO BE WELDED OR BOLTED, BE ENCASED IN CONCRETE iSPRAY-APPLIED , M r i91iO SHALL BE 11. SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF FIREPROOFING. 7.1-207 IF. ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661)832-5258 FACSIMILE (661)832-4291 DANNY E. 0D AIA ARCHITEC 4,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 M1mmmmmmm mmommoon Q s 00 JOHN A. MARTIN & ASSOCIATES. INC. Structural Engineers 950 South Grand Avenue Los Angles, Collfomia 90015 Phone (213)483-84913 Fox (213) 744-1515 DATE SIGNED: JOS #JI3411 MARCH 6, 2012 RESTROOM B i AT STATEFARM SPORTS VILLAGE 9001 ASME ROAD BAKERSFIELD, CA 93313 i • �- a 1 w • � � ► s � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MARK DATE DESCRIPTION f4AR d 9 2012 mmmmmmmm.mmmmmmmm JOB NUMBER: 1406 CAD DRAWING FILE: 1406 STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pfn DRAWN BY: TL CHECKED BY. SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE somommoo.mommommo ■■■!■■ ■ MIN ■!■ minion ■■■■ MINIM ■■■ ■ ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661)832-5258 FACSIMILE (661)832-4291 DANNY E. 0D AIA ARCHITEC 4,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 M1mmmmmmm mmommoon Q s 00 JOHN A. MARTIN & ASSOCIATES. INC. Structural Engineers 950 South Grand Avenue Los Angles, Collfomia 90015 Phone (213)483-84913 Fox (213) 744-1515 DATE SIGNED: JOS #JI3411 MARCH 6, 2012 RESTROOM B i AT STATEFARM SPORTS VILLAGE 9001 ASME ROAD BAKERSFIELD, CA 93313 i • �- a 1 w • � � ► s � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MARK DATE DESCRIPTION f4AR d 9 2012 mmmmmmmm.mmmmmmmm JOB NUMBER: 1406 CAD DRAWING FILE: 1406 STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pfn DRAWN BY: TL CHECKED BY. SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE somommoo.mommommo `, it I r STRUCTURAL STEEL CONCRETE ♦: k i r � Y � � � ` � � � � � � � � GROUT X REVIEW MILL CERTIFICATE, TEST REPORTS AND MATERIAL IDENTIFICATIQN� DELIVERED TO THE SITE ,, i � � � r C REVIEW WELDING PROCEDURE SPECIFICATION CERTIFICATION 8c WELDER � � �' � 1 R � � � ! �` � w � 4 � � L MIX DESIGN MF � � , [ � � Mt ,i , IMI. ■ IM i, l � � � � M1 � � N � � , � / REVIEW w � � � � ` ` Mr IM w , � r , Mr �' � . , " ! ,� , w ,� � � r � � r � Mr ' � 4 P � � i � i • 1 X X X CORRECT MIX FABRICATION fNSPECTIO P i A � � i A � � � � � ~ >� � P � �' � � * � � X �. � � ' � w � � � � � � C DURING Pauli 1 C FIELD X NON—DESTRUCTIVE WELD TEST PREPARATION OF � � � � .,�. C A � l � � � � � � � � � � FIELD `, it I r STRUCTURAL STEEL CONCRETE ♦: CMU GROUT X REVIEW MILL CERTIFICATE, TEST REPORTS AND MATERIAL IDENTIFICATIQN� DELIVERED TO THE SITE X C REVIEW WELDING PROCEDURE SPECIFICATION CERTIFICATION 8c WELDER �, MIX DESIGN REVIEW P FIELD ERECTION INSPECTION X X X CORRECT MIX FABRICATION fNSPECTIO P SHOP P FIELD X WELDING INSPECTION C DURING Pauli SHOP C FIELD X NON—DESTRUCTIVE WELD TEST PREPARATION OF X C SHOP FIELD SAMPLES FO R SHOP X .FIELD PURPOSES X SATCH PLANT C INSTALLATION OF ANCHOR DOLTS DEFORE DURING CONCRETE POUR r 'r CONCRETE ♦: CMU GROUT MORTAR DOLTS CAST IN CONCRETE OR MASONRY X X �I • � � �, MIX DESIGN CONCRETE, SHOTCRETE, CMU, GROUT MORTAR CONCRETE SHORTCRETE CMU GROUT MORTAR DOLTS CAST IN CONCRETE OR MASONRY X X �� X MIX DESIGN REVIEW VERIFICATION OF X X X X CORRECT MIX DESIGN USED DURING Pauli PREPARATION OF C C SAMPLES FO R TESTING PURPOSES X SATCH PLANT INSPECTIONS CAST, PICK --UP, C C C AND COMPRESSION TEST SAMPLES SLUMP, C C ENTRAINED AIR, TEMPERATURE TEST X SHRINKAGE TEST C C C C P PLACEMENT INSPECTION CURING TEMPERATURE P P P AND TECHNIQUES P � FORMWORK INSPECTIaN MISCELLANEOUS C DOLTS CAST IN CONCRETE OR MASONRY �� • 1 � ! !� • .,, i � � ! � ` , 7.1-207 � • � r•�, 1/_ i 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIF®RNiA 93309 TELEPHONE (6fi1) 832-5258 FAcsIMILE (6fi1 � 832-4291 / ��E� ARC'h�j�. �i�JOyN �' v v°P �F n� No. C 16$35 �' I3ECEM�ER 31, 2013 lilt' �j, RENEW�t �®Q` ........._ _.__...... .. .. _ �� ...OA . A. ......... .. , . . DANNY , OR �Z, AIA ARCHIT CT 14,728 WILLIAM J. MELBY, AIA ARCHITECT C-1fi,835 ■ ■®■ ■ .�'`�� at�t�v �� . � Q � JOHN A. MARTIN �c ASSOCIATES, INC. s �ip�0.� p, `�. Structural Engineers lq � 950 South Grand Avenue �' OF �`F Los Angles, Colifomio 9Q045 Phone {213}483-6490 Fax {213} 744-1515 DATE SfGNED: ,�oa � z � MARCH �, Zo12 T � I AT FARM 5P{�RT VLL 9Q01 ASHE RaAD BAKERSFIELD, CA 93313 �, � � r �. � ;,' � • t s t � � � � ■■ �:�■ ®■ MARK DATE DESCRlPTlC3N JOB NUMBER: 14ti� CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 18-CD4020212j. pfn DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY RLL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORD12-MELBY ARCHITECTS, INC. 2Q'i{I ® r®®® SHEET TiTL.E x � r � fi 3 Y1� p d 5 �'z� Ftr ;4 t 4 `.: 'ate � �,�� r. dti �.s.. +,�•p SHEET IDENTIFICATION NUM S-005 ® ®®®® ��, �� r•�, 1/_ i 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIF®RNiA 93309 TELEPHONE (6fi1) 832-5258 FAcsIMILE (6fi1 � 832-4291 / ��E� ARC'h�j�. �i�JOyN �' v v°P �F n� No. C 16$35 �' I3ECEM�ER 31, 2013 lilt' �j, RENEW�t �®Q` ........._ _.__...... .. .. _ �� ...OA . A. ......... .. , . . DANNY , OR �Z, AIA ARCHIT CT 14,728 WILLIAM J. MELBY, AIA ARCHITECT C-1fi,835 ■ ■®■ ■ .�'`�� at�t�v �� . � Q � JOHN A. MARTIN �c ASSOCIATES, INC. s �ip�0.� p, `�. Structural Engineers lq � 950 South Grand Avenue �' OF �`F Los Angles, Colifomio 9Q045 Phone {213}483-6490 Fax {213} 744-1515 DATE SfGNED: ,�oa � z � MARCH �, Zo12 T � I AT FARM 5P{�RT VLL 9Q01 ASHE RaAD BAKERSFIELD, CA 93313 �, � � r �. � ;,' � • t s t � � � � ■■ �:�■ ®■ MARK DATE DESCRlPTlC3N JOB NUMBER: 14ti� CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 18-CD4020212j. pfn DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY RLL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORD12-MELBY ARCHITECTS, INC. 2Q'i{I ® r®®® SHEET TiTL.E x � r � fi 3 Y1� p d 5 �'z� Ftr ;4 t 4 `.: 'ate � �,�� r. dti �.s.. +,�•p SHEET IDENTIFICATION NUM S-005 ® ®®®® FOOTING DOWELS SHALL MATCH Wo r 0 MAX SLEEVE QD .�. • ' IS 1/3 OF FTG :FTG BACKFILL d . THICKNESS.PER SPECS ff �.2 TRENCH �° � ` .d ` ! :: � . � .. '.---� �. m MIN ~� EXCAV : 4 WHERE BOTTOM OF TRENCH EXCAVATION EXTENDS BELOW O �, 2 _ ---�,,�._ THIS LINE, FILL BELOW SEE NOTE 4 SCHEDULED BOTTOM OF 0to e � 9ffPOUTING WITH CQNC AS SHOWN. I 9 f ! , FOOTING COMPACTED FILL AS APPROVED 3 BY FOUNDATION ENGINEER 4'-O" MAX PARALL I NOTES: I T TING DO NOT PASS PIPES UNDER OR THROUGH ISOLATED SPREAD FOOTINGS. QWRAP PIPE WITH 1/2" MINIMUM INSULATION FOAM WHERE CONDUIT OR PIPES PIERCE AND SWEEP UP THRU FOOTING. I l 1I 2 PROVIDE SLEEVES FOR ALL PIPES PASSING TROUGH CONCRETE WITH @)ADD 1--#3x3'-0" EACH SIDE. �- -- - ID 2 LARGER THAN PIPE. ' (�)CLEARANCE BETWEEN ADJACENT SLEEVES SHALL BE NOT LESS THAN DIA (2)ADD REINF TO MATCH MAIN REINF WHERE BAR IS CUT AT OF LARGER SLEEVE OR " MINIMUM. CHASE LAP W/ MAIN REINF PER SCHEDULE ON EA SIDE (a)FOR PIPES BELOW FOOTINGS, EXCAVATE AS SHOWN AND FILL WITH CONCRETE. OF CHASE. PIPE TRENCHES AND PENETRATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, SHEATHING OR THE TERMS "PIPES" & "CONDUITS" ARE SYNONYMS. AT FOOTINGS AND GRADE BEAMS OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE --INS UNTIL ALL BACKFILL IS COMPLETED. C, CONTROLSAWCUT & FILL W/SEALANT SMOOTH BARS. APPLY TYPICAL REINF CTO ONE M SAWINGI Its I =jF AS SOON AS CONCRETE SURFACE ► t CONCRETEFIRM ENOUGH SO DAMAGED, BUT NO LATER THAN 12 HOURS AFTER CONCRETE HAS BEEN POURED. OPTIONAL A D CONTROL (NOT TO BE USED FOR SLABSOVER. TYPICAL SLAB ON GRADECONTROL JQINTS x tn a a Cr itIN14111 74 01 T/2 CONT KEY,--,\ -- e m I I II I IMfiff TYPICAL REINF 9 .10 fil x1'--8" SMOOTH BARS AT 18" APPLY OPTIONAL WOOD KEY BOND BREAKER TQ ONE SIDE 1st POUR 2nd POUR BURKE "KEYKOLD" OR EQUAL CJ TYPICAL REINF" 9 if 6 p N 1 Yj# MAX STEEL KEY WITH DOWELS ;J,WA JPWA •P Nill yjo XV -6" SMOOT;, BARS AT 1811APPLI OND BREAKER TO #NE SIDE CONSTRUCTION JOINT (CJ) SEE DET K'6_N� NOTES-. 1. THERE SHALL BE A MINIMUM OF 24 HOURS BETWEEN POURS 1 • 2. CONSTRUCTION O 1 OF THE DAY'S O' SLAB ON, GRADE POUR PATTERN r)l_� D l N 4d O �' 2 N2 MIN) 90* HOOK 180" HOOK 6 NOTE, FOR D ETC SEE ACI --318 CODE GOVERNING EDITION. MAX OFFSET QEND PRINCIPAL REINFORCING vu ,—r lvmv� 135° HOOKS TIE OR STIRRUP NOTES: 1. ALL BENDS SHALL BE MADE COLD 2. #14 & #18 BARS SHALL BE BEND—TESTED AND APPROVED PRIOR TO BENDING BAR BENDS 7.1-207 0 �41 rrrrrr■ ■rrrrP IN ■rrr ■rrr■ on ■mom I ■rrr ■ ARCHITECTS, 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 DANNY fR Z AIA ARCH IT T - ,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 1111010101MMINIM MINIMININIMME 4) p�fl 'ESS/ t <t m CD JOHN A. MARTIN & ASSOCIATES, INC. QCT P� e�' Structural Engineers 950 South Grand Avenue Of CALF Los Angles, CalRomio 9OD15 Phone (213)483--6490 Fox (213) 744--1515 DATE SIGNED: JOB #J134I1 MARCH 6, 2012 RESTROOM T STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, i 93301 t • DATE DESCRIPTION r • HORIZ LAP SPLICE a INTERSECTION CORNER REINFORCING AT WALL AND BUTT WELDED REINFORCINGBARS FOOTING INTERSECTIONS OO O -7+T_ MASONRY WALL j BEYOND 24" HOLD WALL GROUT 1"BELOW TOP OF I I MASONRY TYPICAL I.II:}:3I TYP WALL REINF_.___.._..........v, CLEAN AND ROUGHEN JOINT DOWEL @ 18 FOR ITEMS, NOT NOTED, SEE 4 DOWELS @ 16 of 7\ �••.,m / SEE PLAN ! a TYP DOWEL TO _ SEE TYPICAL MATCH WALL REINF DETAIL 0 INTERIOR WALL 10 2-#4 !. NOTE: BEND DW ALT DIRECTIONS DEVELOPMENT • !1i0i P 000 " illi P 000 PSI tc=8000 PSI f 1 !TOP w,r r�r r,r rtr r,r r:r r►r qtr r�� fir rar " " r " ■ " BARS ■UNN r� TYP EE PLAN . EXTERIORLL ■IIIIIIIIIII■ ■N■ NASONRY WALL F00T1NQ.'0;.:.-.:-0P-ENING :z 0 IT:.�.._, 5 CONT r? w U NO �-- 0 /J 4 DOWELS `� CENTER OF WALL C _ a� 16"" UO SINGLE LAYRER REINF,2 2" CLR @ DOUBLE CURTAIN REINF CL DOWELS AT MASONRY WALL 0 h d - - 0 INTERIOR WALL 10 2-#4 !. NOTE: BEND DW ALT DIRECTIONS DEVELOPMENT • !1i0i P 000 " illi P 000 PSI tc=8000 PSI f 1 !TOP w,r r�r r,r rtr r,r r:r r►r qtr r�� fir rar " " r " ■ " BARS ■UNN NINON ■IIIIIIIIIII■ ■N■ no BAR SPLICE LENGTH SCHEDULE (Ls) !!Si! " ifi PSlilfc=6000 " i!i Psilfc=8000 � r . r r r WAD *A* r r *A* W, r r, 0 r r r 111r r " lk " PSI r y r r l r " r SEE NOTE #12 SEE NOTE #12 NOTES: 1® LAP SPLICES ARE SHOWN ON DWGS® WHERE NO LAP LENGTH IS SHOWN, USE THIS SCHEDULE, 2. BAR SPLICE SCHEDULE BASED ON CASE #1, LAP CLASS B 3® C—C BARS MUST BE 3.Ob MIN BY CODE = CASE 1 ® BAR COVER ON BMS & COLS 11/2" + 1/2" = 2" > db =CASE 1 REQUIRED LAP LENGTH. i LSEE I SCHED� C 24" /, ioLmak 0 EE SCHED I TAL BARS LL SPLICE _ QUAI L 24" MIN EE SCHED " TOP REINF 1 '/2" MAX OR WIRE EE SCHED SLOPE 1012 IN CONTACT MAX TYP BOTT REINF 7� BEAM & LI NTEL LAP SPLICE DETAIL -v WEI ncn na A"C7'HANICA1 DEVELOPMENT LENGTH STBAIGHT BAR w' WELDED OR MECHANICAL SPLICE WALL & COLUMNSPLICE 5. TABULATED VALUES ARE IN INCHES AND ARE BASED ON GRADE 50 REINFORCING (NOT COATED), NORMAL WEIGHT CONCRETE PER ACI 318-2008. USE THESE VALUES ONLY WHERE LENGTHS ARE NOT INDICATED ON THE DWGS. 6. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 7. INCREASE SCHEDULED LENGTHS BY 30% FOR LIGHTWEIGHT CONCRETE. 8. THE SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZE BARS. 9. THE CONTRACTOR, AT HIS OPTION, MAY USE A BUTT WELDED SPLICE, OR APPROVED MECHANICAL IN LIEU OF THE LAP SPLICE SHOWN --SEE TYPICAL WELDED SPLICE DETAIL. 10. ALL DETAILING AND PLACING OF REINFORCING SHALL. COMPLY WITH THE PLANS AND DETAILS. 11. BUNDLED BAR SPLICES: a® INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL NOT OVERLAP EACH OTHER, b® INCREASE LAP LENGTH 20% AT THREE .BAR BUNDLES. c. INCREASE LAP LENGTH 33% AT FOUR BAR BUNDLES 12® USE BUTT --WELDED SPLICE OR APPROVED MECHANICAL SPLICE TO #14 AND #18 BARS. F11 2is 91 1 19 Hel I IM01 on 10 oil] I /—FOR SUPPORT @ TOP, SEE OTHER DETAILS Q TYP WALL REINF N P _ � DOWELS TO MATCH WALL REINFORCING m FTj,j 4' r ► !w it CLEAN AND ROUGHEN JOINT NP WALL REINF— ALT BEND 1—#5 CONT --I— rM► ` r 1 a, 1(slaffelamij _0 y1ril LCO 7.1-207 III =1i dz 0 Z N c� cfl � - �- TQP OF FTG SEE PLAN 0 1-5 CONT CD 9 D-2012 �NNNNN■ ■UNN NINON ■IIIIIIIIIII■ ■N■ no ARCHITECTS, 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 Afth`I' No. C-16835 '* DECEMBER 31, 2013 RENEWAL .. -�� DATE DANNY El (iRDIZ, AIA ARCH IT P C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-'15,835 mommomom mommomom z 00 �a: 00coQ HN A. MARTIN do ASSOCIATES, INC. Structural Engineers 850 South Grand -Avenue Los Angles, Colifomio 90015 Phone (213)483-6490 Fox (213) 744-1515 DATE SIGNED: JOB IJ13411 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 -ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 mmommoom N■ MARK DATE DESCRIPTION FLOW OF GROUT C► .� MA OPEN BLOCK INTERSECTION CORNER 'CONCRETE MASONRY �LALL INTERSECTIONS DOWELS TO MATCH ELASTOMERIC SEALANT HORIZ WALL REINF 3/esff JOINT DEPTH EQ WIDTH 72 BAR FULL MORTAR HEAD JOINT DIA NPA/— TYP VERTICAL WALL REINF NP HORIZ WALL REINF USE CLOSED END UNIT AT JOINT OPEN END BOND BM UNIT 0 JOINT X X X Q MINIMUM MASONRY WALL REINFORCING SCHEDULE WALL BAR SIZE •" SPACING THICKNESS EACH LAYER f (INCHES) ,w w r 1w #4 4 6 LAYER » . R DOUBLE .NOTES - 1. SINGLE LAYER REINFORCING SHALL BE IN CENTER OF WALL UNLESS OTHERWISE DETAILED. . ALL CELLS SHALL ----BE GROUTEDSOLI-D', UNOa TYP VERTICAL REINF .DOUBLEPLAN VIEW LL BEINFORCl FOR INFO NOT NOTED, SEE DETAIL NOTES: 1. LOCATION JOINT WHERE NOT SHOWN ON PLAN TO BE APPROVED BY STRUCTURAL ENGINEER. . ALLOW FOR JOINTS AT 24±. 0 3 7 I I ilk I I & P18, M l ! �_ L BOLT AT FACE OF 1 WALL OR JAMB, LINTEL • SILL REINF SCHEDULE MEIM0FIMEI * ■CI ME11--I0M mmmFimomm ■®CIC1Clmmm m0f-ioommm ■■ ❑momm r 1OF-111000M ■ rl CIDCICI EN -10101010010 ■ ■ M00 r-1171mmmmmm 1000101101000 FINEINININIEN MENNENNH mmmummom mmmmmmmm Ar Is --BACK FACE OF WALL OR COL ki RD I14M AWP' WHERE OCCURS AB/ EMBEDMENT EMBEDMENT ROD ."b" SIZE TOP OF W L f 4,= 10== ARCHITECTS, OR COL „ .ZD w ; I I � �. �_= 10 10 ZD 5500 MING AVENUE SUITE 280 � ^ ,: , Z _p 78 7 11 BAKERSFIELD, CALIFORNIA 93309 CCS„ „ : TELEPHONE (661) 832-5258 I I 8 12 HEADED FACSIMILE (661) 832-4291 ANCHOR BOLT (AB) AR CONCRETE `�,�, joHN OR MASONRY BOLT AT TOP O No. C--16835 *' DECEMBER 31, 2A33 ALL aR aL.. _ _ RENa 1E L NOTE: CD DIMENSION OF HEX U HEAD SHALL CONFORM TO DANNY E. 0 IZ, AIA ANSI/ASME B 18.2.1 ARCHITEC C-14,728 00 WILLIAM J. ELBY, AIA ARCHITECT C-16,835 1110111111mmom mmmmmmmm FTP WALL REINF MATCH VERTICAL l REINFORCING r LINTEL wI INF SINGLE LAYER DOUBLE LAYER LINTE 2 DIA STANDARD ' 1`„,il MATCH HO'RIZONAL REINFORCING -FLOOR w LAYER EXTENDPLAN AT JAMB OR WALL END JAMB BARS FLOOR♦" OR FLOOR ROOF WHERE EXCEEDS 4'-0" IN WIDTH » MIN EMBEDMENT NOT 'EIVJL�� ff 1 - + POSSIBLE ELEVATION 2. ADD VERTICAL 1 BARS AT THE WALL ,MINI UM REINFORCING AT MASONRY WALL OPENIN S NAILER WIDTH SAME AS WALL WIDTH Uj z W WHERE JOIST HANGERS NAIL TO NAILER, 1 =1 8” NOMINAL WHERE NO JOIST HGR. OCCURS Uj � --- - TWO ROWS OF B.N. 0 IS D X I I� (! RWD WHERE OCCURS 4x NAILER. SHAPE I I I �-- JOIST HGR WHERE OCCURS TOP OF NAILER TO MATCH ROOF w I I SLOPE U aI I w� I I j4 GROUT w I 1 mc I Y4 A.B. @ 8"MAX mI I FROM EA. END AND ` j = = 24" MAX INBETWEEN CONCRETE OR MASONRY WALL 10 SCHEDULE WALL REINF :i i! —JAMBREINF SCHEDULEDSINGLE LAYER WALL THICKNESS JAMB REINF JAMB REINF all REINFWALL (#3 TIES AT 8 TIES SAME SIZE AND _ �/►.�,.��■rr�.i '�"�.��l►-r..�►►.�.,i�.r.�le=ori ,SPACING AS SCHED REIN ti TO 3t I 3t I O GROUTDOUBLE LAYER WALL THICKNESS r MASONRY WALL PIER 7.1-207 DATE SIGNED: MARCH 6, 2012 Z .”' Cd a: Q 0 Go co Cd JOHN A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, ColNomia 90015 Phone (213)483-6490 Fax (213) 744-1515 JOB #0341111 RESTROOM BUILDING AT STATE FARM SPORTS VIL LAGE 9001 ASHE • ,AD B 1 r Ij , CA 93313 CITY OF rr 1 R i PUBLIC ! , r DEPARTMENT 1 r ` TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION `4AR 0 9 2012 . 0 0 KNOW M M ME mini MINIMFm ONE MIN 0 MINI ■IN FAA 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 DANNY EI OVDIZ, AIA ARCHITE C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 mosommom moommums DATE SINNED: MARCH 6, 201 2 JOHN A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Anoes, California 90015 Phone (213)483-6490 Pox (213) 744-1515 JOB #J13411 STATERESTROOM BUILDING AT FARM r P,r VILLAGE 9001 ASHE ROAD B , r ► 93313 r • ML r i IrI sr D MARK DATE DESCRIPTION V;AR, 0 9 2052 . 0 0 0 assomoligo . smommumm EEminim ■E SOMEONE ■EEE■■ -AN ■EBBE ■BSN■ ■ESN■ MEN I I Ei■ ■ 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93308 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 DANNY E. TRVZ, AIA ARCH ITEC -14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 E■ ■MMM■ mmmmmmmm r t 8 co JOHN A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue L(* Angles, CclWomia 90015 Phone (213)483-6490 Fox (213) 744-1515 SEX REZ03TROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 00 t r BAKERSFIELD CA 93313 SHEET IDENTIFICATION NUMBER mmommomm.mmmmmmum -06-2012 11 M 1073 .. lind &NAWRIOM a 21/2" 32L �7_ 31/2" 42L 7/16y' OSB wCL MICRO --LAM FLANGES ALTERNATE I l 0 I-- i 7 SNUG FIT TYP -HDR SEE PLAN 2- 5/8"0 CARRIAGE BOLT g" MIN �23/q" MAX .o �WEB STIFFENE W o PER SCHEDULI cn = V) 4 SNUG FIT BEARING CSE TION ELEVATION WEB STIFFENER AT BOTTOM A BEARING AND AT HANGER RED—I WEB STIFFENER SNUG FIT TTP- -HDR SEE PLAN `SEE SPECIFIC _._..... ... DETAILS FOR.. CONDITION AT BOUNDARY. CONCENTRATED LO s. N O ry O❑ WEBSTIFFENER SCHEDULE 13/4 145 NOTES: SPECIFIED SPACING (EA RO W) 21/2" 165 1. RED --I SHALL BE BY T US JOIST IN ACCORDANCE DIST 3/2" I0 WITH ICC EVALUATION REPORT#ESR-2994. 2. CONTRACTOR, MAY USE "STANDARD' STRUCTURES ■ IN. JOIST" I ACCORDANCE WITH.ICC EVALUATION 3/8" OSB 145 �771 V$ x25/16" (MIN) PLY /. REPORT. PF -5803 IN LIEU OF RED --I JOIST7/ 6" OSB I65 it ■' � , �.. ..... III .. ... v `..... 7 , SPECIFIED ON. PLANS. JOIST DEPTHS AND 7/16g' OSB 190 w w SPACING SHALL REI THE AME. ALL OTHERUj REQUIREMENT SUCH AS WEB STIFFENER, MICRO—LAM METAL CROSS RIDGING, CAMBER, ETC. SHALL REMAIN FLANGES UNCHANGED UNLESS NOTED. A. FOR RED—I 165, USE I I STANDARD . TRUCTU.RES, INC. SSI 32L JOISTS B. FOR RED—I90, USE STANDARD STRUCTURES, INC. � SSI 42L ` JOISTS C. SSI JOIST SHALL HAVE MICRO—LAM CHORDS RED—I .,CONFI GURATION 2— 5f3' CARRIAGE BOLT B ATTACH FILLER WITH 2 SNUG FIT TYP FILLER -- 'DOUBLE SEE RED I'. DETAIL ROWS OF NAILS PER SCHEDULE FROM EACH SIDE. FULL LENGTH FILLER DBL RED ---I's SEE PLAN BETWEEN JOISTS PER SCHEDULE 21/2" 32L �7_ 31/2" 42L 7/16y' OSB wCL MICRO --LAM FLANGES ALTERNATE I l 0 I-- i 7 SNUG FIT TYP -HDR SEE PLAN 2- 5/8"0 CARRIAGE BOLT g" MIN �23/q" MAX .o �WEB STIFFENE W o PER SCHEDULI cn = V) 4 SNUG FIT BEARING CSE TION ELEVATION WEB STIFFENER AT BOTTOM A BEARING AND AT HANGER RED—I WEB STIFFENER SNUG FIT TTP- -HDR SEE PLAN `SEE SPECIFIC _._..... ... DETAILS FOR.. CONDITION AT BOUNDARY. CONCENTRATED LO s. N O ry O❑ WEBSTIFFENER SCHEDULE FULL LENGTH FILLER', Mimi r■rr SPECIFIED SPACING (EA RO W) JOIST TYPESPACING ., STIFFENER' DIST SIZE • ■rr I Irr■ ■ V$ x25/16" (MIN) PLY /. *. t r . it ■' � , �.. ..... III .. ... v `..... 7 , 21/2" 32L �7_ 31/2" 42L 7/16y' OSB wCL MICRO --LAM FLANGES ALTERNATE I l 0 I-- i 7 SNUG FIT TYP -HDR SEE PLAN 2- 5/8"0 CARRIAGE BOLT g" MIN �23/q" MAX .o �WEB STIFFENE W o PER SCHEDULI cn = V) 4 SNUG FIT BEARING CSE TION ELEVATION WEB STIFFENER AT BOTTOM A BEARING AND AT HANGER RED—I WEB STIFFENER SNUG FIT TTP- -HDR SEE PLAN `SEE SPECIFIC _._..... ... DETAILS FOR.. CONDITION AT BOUNDARY. CONCENTRATED LO s. N O ry O❑ WEBSTIFFENER SCHEDULE r■ ■rrr■ Mimi r■rr ■■rrr■ JOIST TYPESPACING ., STIFFENER' DIST SIZE • ■rr I Irr■ ■ V$ x25/16" (MIN) PLY FACE GRAIN VERTICAL',t SNUG FIT Uj lir N*"'�WEB STIFFENER PER SCHEDULE ■ MIN SECTION 2 '/4" MAX -WEB STIFFENER AT CONCENTRATED B) LOAD AT TOP FLANGE Q I 4 D5 \--t BOLTS1 = t OF FILLER `-t BOL1S = t OF FILLER SIMPSON W HANGER SIMPSON W HANGER TYP WEB STIFFENER 5 " 12"x 15"LONG PLYWOOD W 5/8"x 12"x 1 �5"LONG PLYWOOD W/ / � RED—I SEE PLAN FACE GRAIN VERTICAL @ RED—I45 FACE GRAIN VERTICAL @ RED --I45 SIMPSON 'A35' TYP WEB STIFFENER 1 12x12"x15" LONG PLYWOOD W/ 1 "x12"x15" LONG PLYWOOD W/ T & .B EA END ONE SIDE FACE GRAIN VERTICAL @ RED—I65, FACE GRAIN VERTICAL @ RED I65, x 12x 15" LONG @ RED --I90 2x 12x 15" LONG @ RED—I90 RED—I BLKG SECTION(DOUBLE JST) SECTION (SINGLE JST) 2—,/8 $30 CARRIAGE BOLTS 2-- 5/8"0 CARRIAGE 4- .8d TYP a SYMM ABOUT t BOLTS ```,—RED—I JOIST HDR SEE PLAN SYMM ABOUT It - - _ HDR SEE PLAN 1/5 3" TYP" MAX -- FILLER - SEE ® 3 TYP o 'DOUBLE RED—I DETAIL PLAN (DOUBLE JST -(SINGLEPLAN JST n RED -I BLOCKINGHEADER AT DOUBLE RED -I lu 3 7.1-207 9 _V_ n nr_ nn.e n ■rrrrr■ r■ ■rrr■ Mimi r■rr ■■rrr■ min rr■ ■r■■■ on ■Orr ■rr I Irr■ ■ ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661)832-5258 FACSIMILE (661)832-4291 DANNY E. ORDIV TECT AIA ARCHIC- 4,728 WILLIAM J. MELBY, AIA ARCHITECT C-18,835 ■r ■rrr■ mmmmmm1mm NNW 0 memo a: 11112 Cd t r JOHN A. MARTIN do ASSOCIATES, INC. TUR `�, Structural Engineers ► 950 South Grand Avenue OF CA los Angles, California 90015 Phone (213)483-6490 Pox (213) 744-1515 DATE SIGNED: JOB IJ13411 MARCH 6, 2012 RESTROOM BUILDING AT TATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: Iiry 1 OF BAKE FIEL PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■ 11rrr■ mmmmmmmm MARK DATE DESCRIPTION miniminison M 0 Elm MIMI mmmmw MINININION. 0� M MIN 0 Mimi MOON■ Napo NONE■ MOON ■101M 0 MINE— SON ■ 0 I r ) N"RDIZ M.ELBY 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ONSOMMEN DATE SIGNED: MARCH 6, 2092 **far 0 JOHN A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, Calffomio 90015 Phone (21.3)483-6490 Fax (213) 744-1515 JOB #J13411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 • M�L It -III j I A141 0101 F..."IXT1 EN "fAj'j'4 ft4�* A I .':,j2I:jjj MARK DATE DESCRIPTION JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212).pIn DRAWN BY: TL CHECKED BY: Sm CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 sommoomm.mmmmmmom SHEET TITLE TYPIC'I.-.DETAI -. - L" A� 6 C N 5 D SQ .Ti SHEET IDENTIFICATION NUMBER sommommo.mommmomm .-"AR 0 9 2012 0 0 0 JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212).pIn DRAWN BY: TL CHECKED BY: Sm CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 sommoomm.mmmmmmom SHEET TITLE TYPIC'I.-.DETAI -. - L" A� 6 C N 5 D SQ .Ti SHEET IDENTIFICATION NUMBER sommommo.mommmomm FOUNDATION PLAN X x 0 CZ 4 n O FOUNDATION NOTES AND LEGEND: 1. BUILDING SLAB: 5" CONCRETE SLAB w/ #4 @ 18" EA. WAY 'tYP @ 1 1/2" CLEAR FROM TOP OF SLAB OVER 2" CRUSHER RUN FINE OVER VAPOR RETARDER PER SPEC. OVER COMPACTED FILL, SEE DETAIL "6/S1.4" FOR CJ. 2. -('--X"} INDICATES TOP OF FOOTING ELEVATION FROM FF (0'--0$' TOP OF ALL SHALL BE --(1 -� } AT UNO. STEP FOOTINGS AS RE'D BETWEEN HIGH ELEVATION & LOW ELEVATION. 3. INDICATES 8" CMU MALL W/ #4 16" EW 4. INDICATES SLOPING SLAB. SEE ARCH FOR SLOPES, LOCATION AND EXTENT. 7.1-207 r! Ce 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 AR U<v JOH�y a v�P �F� �► No. C-16835 `* DECEMBER 31, 2013 RENEWAL ®� DAA 9TH OF DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 mosommom�® pItl s a q` 'ZUCTUR- oQ OF C F� DATE SIGNED: APRIL 4, 2012 Q co a0 A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles. Califomia 90015 Phone (213)483-6490 Fax (213) 744-1515 JOB #J13411 RESTROOM BUILDING AT STATE FARM SPORTS 9001 00 A D w 1 i 93313 ® ® ® ® ® ® ® ONNEEMEN MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID MENEM MINIM M ■o■ ■o■ 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 AR U<v JOH�y a v�P �F� �► No. C-16835 `* DECEMBER 31, 2013 RENEWAL ®� DAA 9TH OF DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 mosommom�® pItl s a q` 'ZUCTUR- oQ OF C F� DATE SIGNED: APRIL 4, 2012 Q co a0 A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles. Califomia 90015 Phone (213)483-6490 Fax (213) 744-1515 JOB #J13411 RESTROOM BUILDING AT STATE FARM SPORTS 9001 00 A D w 1 i 93313 ® ® ® ® ® ® ® ONNEEMEN MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID A04/06/12 ISSUED WITH ADDENDUM #3 Al mmmmmmmm.mmmommom JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 nommosso.mommmoom SHEET TITLE SHEET IDENTIFICATION NUMBER 2ul Q1.)3 U2 U 33,_4„ TYP SHT'G 19/3212 PLYWOOD W/ 10d @ 5" EN 9'-0" 241-4" SEE DETAIL 1/S-106 ow r5i5 10 k,q-; S-50 �S-50) �S-501) FOM \ y FOM N C:) C' II o1 X LO /-4xl 2 CD _b V 7Z -- N C'4 r9 )i TYP rS-50 5"'�'�S_-50V \�-50 V (0 C) 0\ -1 1 1 1 1 H co I L B K_ B ft 14- 111 r5 CD C:) 111 CD HSS3x3x 1/4 (GALV) (TO,)- 5 CD HSS3x3x 1/4 (GALV) (TO,)- -3' 11 TYP SCREE UPPORT, 13 PLACES 3 -- — — — — — F-= -.DU V Ilk- B8 FOM 00 . 1 \ 00 FOM )m cy N E {L C) I - - L0 0 ft -4- C) 0 0 .14- 2*3 24" 04 1 1 1 1 LO LO C:) 0-) -14- -114- *r - L__ _._ _____ ____.__.. _ _____ _ �1 D _dlo- 00 C:) 00 FOM FOM M 2 - — - — - — - — - —C jD.2 C:) C:) 111 in TYP @ SCREEN � �7 CD CD P ST @ CMU U WAL S 00 r9 -50 S-50 cl-I E CD 0 04 00 6 C14j\ 1 X X S-50 BL JST4x6 9 ca t _c) C) -50V C%4 aIt X - 412 8 TYP @ SCREEN T, 6 co �S-501) -.4- 1 T @ 4x -4- ------- S-50� POS �S-50V LO TYP 14 1 1 JCNL =zzzzz Z1LZZZZzzZZ4.,�z1=zzz- FOM OM O.H. 1 0- 2 O.H. ri 0 TF �S-50V�5 1 10$-411 10'-41$ 6$-4$1 200-8$1 6$-41$ HSS3x3x 1/4 (GALV) SCREEN SUPPORT POST ABOVE, TYP, 14 PLACES 33 1-4 t$ 0 0 X 1.2 1.8 2 NORTH R.00F FRAMING PLAN 1/4 1Z 7.1-207 O O -VV -4v 1 Z_ MINIM Elm M NOMMEMN NINININIE N . _NNNNNE NINNNN M M Mimi MEN M Mimi ■ 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 J0 N4 No. C-16835 DECEMBER 31, 2013 u EWAL ME DANNY . r1RDI1r, AIA ARCHITIC4,728 WILLIAM J. 2LBY, AIA ARCHITECT C-16,835 Emmommmo mommomom DATESIGNED: MARCH 6,2012 CID F-- as 0 C0 �'_-750'HN A. mww & ASSOCIATES, -INC. Structural Engineers 950 South GrandAvenueLos Angles, California 9OD15 Phone (213)483-6490 Fax (213) 744-1515 JOB #J13411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, A. 1;U6 0 Mae M11 MIN 00f.11 11,10 V**i 2 M I pXqq11MNXK1j1 MARK DATE DESCRIPTION 0 9 202 0 0 Eamon -NNE . ommommom JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(02-0212).pIn DRAWN BY. TL CHECKED BY. sm CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 mmmmmmmm.mmommoms SHEET TITLE mommoomm.mommosom �MING ,r.'* C U R S 1WN FOR FULL LENGTH x FULL DEPTH STIFF BS SIMILAR TO DETAIL "11/S-106", TYP DAA %JA"r FiVO OLr\\.7 W STRAP A "CS 1 4" STRAP @ 48" ON TOP OF PL D, CUT TO LENGTH AS READ R1 SEE PLAN "HD2A" BS 0 EA 48 BLKG —j 412 BLKG W/ "U" HGR EA END 0 EA "CS" STRAP, TYP ..x 12 LEDGER W/,., 3/4g, ANCHOR RODS @ 24", TYP FOR ITEMS NOT NOTED, SEE 1/4" CAP PL SCREEN SUPPORT BMS WHERE OCCUR I I 1 /4 II II II SCREEN SUPPORT POST BOLTS 11 rom 14mmwk 11 1/4 TYP P' SEE PLAN TYP i/4 k SEE PLAN 940-11m O L—SCREEN SUPPORT BEAMS, SEE PLAN PERP FRAMING WHERE OCCURS (NOT SHOWN FOR CLARITY) -7 ---NAILER BOLT, TYP 00 NOTE: WELD SCREEN SUPPORT BMS TO POST ALL AROUND FOR WATERTIGHT CONN 8 -7 MST148 @ 48 f, OF PLYWD CEN ON WALL. LO! STRAP ON JST H D2A WALL AN' FAR END 3x4 FLAT BLKG 0 EA "CS" STRAP, TYP "CS 14" CS14" STRAP @ 48" ON TOP OF PLYWD, CUT TO LENGTH AS READ SFF PI AN 0 0 FULL LENGTH STIFF BS SIMILAR. TO DETAIL "11/S-106" "HD2A" BS @ EA 48 BLKG 48 BLKG W/ "U" HGR EA 3 END O.EA "CS".STRAP —48 LEDGER W/ 3/4" ANCHOR RODS @ 24 2—#5 CHORD iwjr�wm_� = j N1 USE SLOPED SEAT HGR. DO NOT CUT J ST FLAN G E 2 /4 BOLTS (4 TOTAL) 14 4111 W" HGR AT. AT "5AP1 0 law - IF % 12 I 11 10 I CHORD 'BARS 3 ANCHOR RO C 6" 4x12 LEDGER 2 $_Ost 2x6 LSL TENSION TIE BS I BY TR11S JST @ 48" MAX W/ TWO ROWS OF j6d BOX NAILS @ 3" MEMO mm mmmmmm■ NMI■MINE MmM■ MMIMmM ■ONO■ ONO■ M■MIN No■ 0 MIN M M - MIN 0 m MELBY ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 $$HD2_A$$ BS W/ 5/8" ANCHOR "�' - �` �' --P—TOP HUNG JOIST HGR RODS @ EA TENSION TIE. No. c--16835 BY REDBUILT. USE PROVIDE DOUBLE NUT 0 HD DECEMBER 31,2013 REN L --SLOPED SEAT HGR. (ONE EA SIDE- OF._ -E-A $$HD")----- D DO NOT CUT JT FLANGE CMU WALL, SEE PLAN FOR SIZE & REINF DANNY E. RIZ, AIA ARCHITE T -14,728 WILLIAM J. ELBY, AIA ARCHITECT C-16,835 z co 4) 6-0 0 co co JOHN A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand -Avenue Los Angles, California 90015 Phone (213)483-5490 Fox (213) 744-1515 DATE SIGNED: %1013,&13411 MARCH 5, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 sommosom MENNOMME MARK DATE DESCRIPTION NOTE: 'EASE BEAM C FOR FULL BD' 1 %71 2LO A f) r, A of nt) 7.1-207 At w1t E �r� Do mECHANICAL ROOF PLAN SCALE: 1/4"=I' -O' 8Ux8" OPENINO IN BLOCK WALL FOF &"xb" EXH. DUCT. 2 1411xcl" (LINEr?). 14"xl4" LINED EXH. DUCT TO E.F. IbHxb" OPENIN& IN BLOCK HALL FOR 1411x8" EXH. DUCT -----�JD . Eli SCALE: 1 =1'-O" 'FLOOR PLAN MECHANI,CAL. 0 MECHANICAL EQUIPMENT SCHEDUGV LE* Roof mounted relief gravity vent, "6reenheck" #&R5-12 with curb and 12"xl2" B.D.P., 10 lbs. —EF Rooftop upblo5t direct drive exhaust fan Pqlth curb, "(5reenheck" #CUE -1215, 1160 cfm a 0.25" 5.P., 8.2 sones, (1) B.D.D. provide 5P 'Control with fan; start/Stop with motion 5en5or(s) in toilet rooms per 16000. 5ee Electrical sheets. Electrical.- I/b HP @ 120v-lph. Operating Height: 64 lbs. GRILLE SCHEDULE. CE Ceiling Relief Grille "Nollor" #6145H --HD GE -I Ceiling Exhaust Grille "Nollor" #61451 -1 -HP -0 Yq/ OBP Provide vandal -proof screws for installation of oil grilles. 2 f Ess10* MES ��,¢�,a Exp. 9 0.s , ;.' -12 t4 MECHANICAL DESIGN CONCEPTS, INC. 5500 Ming Ave, Suite 251 Bakersfield, CA 93309 7.1-207-21 397-2114 FAX #: (661) 397 .16 Job: 120 15 Plt: 2-28-12 I Oro I'MMM Mimi 0 M MINIMIN■ 0 SOME 0 Woo PENN■ 0 MIN M1 ISSSS a MIN 1 -■0 ■ I L LA ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661)832-5258 FACSIMILE (661)8324291 AR J0 No. C--16835 DECEMBER .31,2013 RENDEWAL ATE A DANNY E. A ARCHITEA28 WILLIAM J. MEWY, AIA ARCHITECT C-16,835. MR: CITY OF BAKERSFIELD RUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 NNNNN0NN MMINNOMM-0 MARK DATE DESCRIPTION �%R 0 9 -2012. JOB NUMBER: 1406 CAD DRAWING FILE: DRAWN BY. KW CHECKED BY: Ms CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE MECHANICAL FLO-OR & ROOF PLAN SHEET IDENTIFICATION NUMBER M = 1 SHEET OF It Irn S. ft I I I ri #4032 CLEANOUT 55 PLUG AND COVER. L I FLOOR CLEAiNuUT '_-0ONGRETE. .1 # S.D. 4000 No (T'I'P.). FITTING. IPE (SEE 5PEG'5 FOP, OR GONGRETE 5GZUARE APRON GRADE. GLEAN -OUT PLUG, (BRASS FERRULE AND PLUG) * 2 -NAY FITTING IF GALLED FOR ON PLAN. * 501L OR HASTE LINE G.O.T.65. SHOWN 2' OUT FROM BUILDING TO BE 2 -NAY IN GAST IRON IF SPECS. GALL FOR GAST IRON PIPING. OTHERWISE USE CLEAN-OUT TO GRADE rm% SCALE: N.T.S. SCALE: N.T.S. P.O.G. ® (E) 6" (FIELD VERIFY EXAGT LOG. $ INVERT PRIOR (E) 15" SENER, TO START OF NORK). (E) (0" SEINER (E) 4" SEWER 7 41, 5.4 N. < FUTURE PARI NO LO LABEL GOVER "5ENER". 411 PRE-GAST GONG. BOX "GHR15TY" 65 WITH GAST IRON LID, GLEAN -OUT RISER NO -HUB CONN. * =Y) U_ Lu Q (E) WALK 'E) WALK @ Z IX T 7 cl LA\/'!5 0 1 FIXTURE UNIT = Cl 3 UR,!5 @ 4 FIXTURE UNITS (E) 6REA5F 1 M.S. 0 -741 = 3 I H.B. i \ (E) PLANTER 2.5 FIXTURE UNITS = 25 (E) CO WALK T 7 @ I FIXTURE UNIT = 2 i 11 (E) CONCESSIONS (E) RESTROOM 65.5 PROPOSED (N) 2" GAP FOR FUTURE. /RES ROOM BUILDI G/ Z WC -1 =411 REFER TO PARTIAL PLUMB IN& P -AN P.O.G. (FIELD VER O/P-11 TH15 HEEIT =Y) U_ Lu Q (E) WALK 'E) WALK @ Z IX = 40 cl LA\/'!5 0 1 FIXTURE UNIT = Cl 3 UR,!5 @ 4 FIXTURE UNITS (E) 6REA5F 1 M.S. 0 3 FIXTURE UNITS = 3 I H.B. i \ (E) PLANTER 2.5 FIXTURE UNITS = 25 (E) CO WALK T 7 @ I FIXTURE UNIT = 2 i 11 (E) CONCESSIONS (E) RESTROOM 65.5 1'4(E)PLANTERJ PIPE MATERIAL LEGEND: SOIL, WASTE & VENT/DWV EXPOSED VENT;40 GALV. RAIN WATER LEADERS, C.I. WATER; TYPE 1" COPPER ("PRO -PRESS" OR SWEAT). ,PLUMBING SI-T,E PLAN SCALE: 1/16"4-0" WC -1 Wall mounted stainless steel F.V. accessible water closet with back spud, "Acorn" #1680 -1 -ADA, 17" top of rim height, "Zurn" hard -wired electronic actuated 1.6 GPF flush valve #ZEMS6152AV-WS1 with #P6000-HP6 hard -wired transformer (for up to 8 valves), 1.6 gallons/flush, provide trap primer accessory as indicated on plans, 1'" C.W., 4" S.&W. & 2" V.O. WC -2 ' Same as WC -1 except mount at standard water closet height (less ADA option). UR Wall mounted stainless steel accessible urinal with back spud, "Acorn" #1707-W-1 with hard wired electronic actuated 1.0 GPF flush valve #ZEMS6195AV-WS1 with #HW6 hard wired transformer (for up to 8 flush valves), 3/4" C.W., 211 W., 1-1/2" V.O. & 211 W.C.O. L Wall hung stainless steel accessible lavatory, "Acorn" #1953 (22"x18"), "Pro -Flow" #PFHGD offset grid drain, three hole punch for "Zurn" metering cold water faucet #2861 00-CP4, (1) angled wall stop with supply, 17 ga. C.P. trap/tailpiece, 1/211 C.W., 211 W., 1-1/211 V.O., 2" W.C.O., mount to block wall with expansion anchors per manufactures instructions. FD Cast iron floor drain, "Zurn #Z415" with 5" diameter bronze grate, 2" trap with primer connection, 2" W., 1-1/211 V.O. (211 V.O. below slab it shown). MS Floor mounted cast iron mop sink, "Commercial Enameling" #871, #13-872 rim guard, #1371-3 (Y) strainer, "Chicago" #998 -RCF faucet with vacuum breaker, 3" trap, 3/4" C.W., 31' W., 211 V.O., (28N28" -163 lbs.), provide 5 ft. of 3/4" rubber garden hose. HB -1 Recessed round body wall -box mounted hose bibb, "Woodford" #R1375 with door, integral vacuum breaker, loose tee key handle, 3/4" C.W., (core -drill 6" diameter hole). DF1, v If y V IV, _VF I'll V y Pedestal mounted Hi -Lo dual drinking fountain, "Haws" #3300, 11 ga., powder coated steel, silver color, 1/2" C.W., 2" W., see plan for V.O. if shown. RD--------- ---------- 3" roof drain, "Mifab" #R-1 1 00-M with underdeck clamp, C.1. D.S. G.N. PIPE. "5UPFR5TRUT" No. 703 PIPE GLAMP I (FELTED FOR "5UPFR5TRUT" No. A-12000 (12" LONG. MIN). PIPE ON CONCRETE W__ AL 5PAC,E @ 50.0. 3/50x3" MIN. EMBEDMENT GONGRETE A.B. (2" MIN. REG'P). EXTERIOR WALL. TOILET BUILDING C.W. CALC's: a N.G.le, @ 5 FIXTURE UNITS = 40 cl LA\/'!5 0 1 FIXTURE UNIT = Cl 3 UR,!5 @ 4 FIXTURE UNITS = 12 1 M.S. 0 3 FIXTURE UNITS = 3 I H.B. 0 2.5 FIXTURE UNITS = 25 2 H.B. @ I FIXTURE UNIT = 2 TOTAL 65.5 56 G.P.M. = 2" G.N. 0 5.4 F.P.5. \/ELOGITY 4 2A P.5.1. L055/1001 SCALE: N.T.S. W 2 1/2" G.N., 2" N., 1-1/211 V.O., 211 G.O., GORE -DRILL WALL (TYP.). RD(702 50. FT.) %--,.=.-".7 t/ ELl 7/ L ST102 ORAGE01 1-1 G.N. DIN. Pq/ Ill TO N.G. I/r/ , 4 TO LALAV.::: 2 77 3/411 G.N., 311 N., 211 FD N.G.O. 21, V.O. 2 Z 1/211 3/411 Mae 2 V 1-1/4 1-1/2 FAMILY R.R. 01 5/4 J/ 101 -0 7. HS -1 WC -1 2" V.T.R., 4" G.O. 2" V.O. E3EL.5LAE3. 0 FD 1-1/2 If (TITIP) WOMEN 103 1/2" TRAP 3:21: FD 2 ED PRIMER LINE ■ BEL. SLAB (T1`P). Z WC -1 W�] 1-1/2" BALL \/ALVf---. z/ 3/4" G.N. ON. TO H.B. '' iJ i ,/ i / ! 3 V.T.R. 'A 1,� V/ HS -1 4" F.G.O. PER PET 41, A/P-I (IN 51DENALK). V I PLUMBING ACCESS—/ 2 0. _T Hill 4" G.O.T.O. PER 211 N., 211 G.O.f 11 V.O. (-TYP.) UR DET. B/P 1-1/2 T/ (T1_rP) WC-2,firWC-1 Y/ 2 BALL VALVES. 1-1/2" TRAPX/ (Typ) A ARM (TYP). / 2" G.N. DN. 1/211 G.N., 211 N., 211 '' ` \ ;/ \ `; W "5HOKTROL". N.G.O., CORE -DRILL 2 (TYP). 7 FD fr F I 1-1/2 G.W. DN. 1/2" G.N. DN. 2 W "5HOKTROL". FD ___2 TO SLEEVE FD BEL. GRADE. L P.V.G. 211 MEN (TYP) SLEEVE 104 0 DF .,TP 1/2 211 N., 211 G.O. 5/4 EXPOSED 1-1/21, V.O. V.T.R. 1" G.W. DN. YV BALL fjr2 02 VALVE IN CHASE. 105 STORAGE RD (102 50. FT.) X R15ER EXP05ED ON MA50NRY , 14, NALL Pq/ 5/4" H.B. TAP @ +Ib" A.F.F. (SUPPORT RISER PER DET. G/P-I). IW7"Tro- 0 77 7 7 HB -1 311 G.I. r>.5.; (Typ.). 2" G.N. UP TO 12" ABV. GRADE GORE -DRILL @ +611 2 W/ BALL VALVE: ENTER BLr,>'&. A.F.F. (TYP). (GORE -DRILL $ RISE). 2" G.N. - SEE PLUMBING 51TE PLAN. PLUMBING. FLOOR PLAN Lw,#Ij+�r SCALE: 114'=l'-IY 7.1-207 Q�OFESSION 5NMES No. M2 M Exp. 9 -12 aF Ckk.\� MECHANICAL DESIGN CONCEPTS, INC. 5500 Ming Ave, Suite 251 Bakersfield, CA 93309 Tel #: (661) 397-2114 FAX #: (661) 397-2116 Job: 12015 Plt: 4-3-12 0 RD.IZ- I E L BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 AR J0 No. C— 16835 DECEMBER 31, 2013 ko�'RENEWAL I � j MEFCA s DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 NOMENNON . MENNOMEN CONFORMED SET fi RESTROOM BUILDING 4T Q3 04/06112 ISSUED WITH ADDENDUM #3 L JOB NUMBER: 1406 CAD DRAWING FILE: DRAWN BY: KW CHECKED BY. MB CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 NNEENNNIM MENNININININ SHEET TITLE BI P -V-AI LAN DE I LS & CHEDULE SHEET IDENTIFICATION NUMBER SHEET OF MINION ■ 0 RD.IZ- I E L BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 AR J0 No. C— 16835 DECEMBER 31, 2013 ko�'RENEWAL I � j MEFCA s DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 NOMENNON . MENNOMEN CONFORMED SET fi RESTROOM BUILDING 4T Q3 04/06112 ISSUED WITH ADDENDUM #3 L JOB NUMBER: 1406 CAD DRAWING FILE: DRAWN BY: KW CHECKED BY. MB CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 NNEENNNIM MENNININININ SHEET TITLE BI P -V-AI LAN DE I LS & CHEDULE SHEET IDENTIFICATION NUMBER SHEET OF )A (N) TO. N/(4)#3/0 THHN+#b CU 6ND )200/3 (N)PANEL 10'/X5/b" DIA. "HA" COWER GLAD L I STEEL )100/3 (N) I1-1/4"0. YV(3)#2 THM+#b CU 6NO (N) TRANSFORMER "TA" (N) < '75KVA 4bO:120/20 VT 10'X5/b" DIA. j COPPER GLAD 200/3 STEEL H 2"G. H/(4)#3/0 THHN+#4 CU 6ND 1)200/3 <-15EE (N)PANEL TA" SINGLE LINE DIA6RAM B.E.S. CONCRETE 1/2" 6ALVINIZED STEEL NON SKID COEFFICIENT OF PRODUCTS #61*730 FRICTION bb MIN FLUSH PULLBOX, UNO H/20 LOADING CENTER FINISHED GRADE F 311--1701 SINGLE LM DIAGRAM NOTES LABEL "PANEL HA FED FROM PANEL H1 IN ELECMC ROOM". < > PANEL H1 HAS CAPACrrY FOR ADDMONAL LOAD. C0VERIN6 BOTTOM .4 - -------- - __J tfx5oft t! 7-77. - - -------- 1"7 01 - - -- -------- x-': "oe METAL LATHE OPEN BOTTOM L FLU514 PULLE30X DETAIL 5GALE: NONE LID GHR15TY FLIED GHRI51Y 13166OX FINISHED G WELL EXTENSION GHR15TY 61(oX12 12" X 22 1/4" X 12" REINF. CONCRETE GAD -HELD, TYP. 11(5yll MOLD (5ROUNE? RING PER PLAN NOTE: (51ROUND ROD, IO'x5/8`PH ALLON rb" E3ELOV4 CAD -HELD GOPPER GLAD STEEL, OFFSET CONNECTION FOR TEST ROD IN WELL TO ALLOW FOR CLAMP HOOK-UP TE5TIN67 GROUND AGGE55 BOX I x 011 #b 6RD TO •R• •• HT A GROUND ROD SEE C BOND IN6 DIAORS M -PANEL "HA" A Im PERFORMANCE OF n1E WOFX OF THIS CONTRACT SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE GOVERNING CODES AND ORDINANCES INCLUDING THE FOLLOWING: 2010 BUELDING STANDARDS ADMNSIVE CODE, PART 1, TITLE 24, C.C.R. 2010 CALIFORNIA BUILDING CODE, PART 2, TITLE 24 C.C.R. (2009 IBC, VOLUMES 1-3 WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA ELECTRICAL CODE, PART 3, TITLE 24 C.C.R. (2008 N.E.C. WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA MECHANICAL CODE, PART 4, TITLE 24 C.C.R. (2009 U. .C. WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA PLUMBING CODE, PART 5, TITLE 24 C.C.R. (2009 U.P.C. WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R. 2010 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.Ck (2009 I.F.C. WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. TITLE 19 C.C. PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. NFPA 13 AUTOMATIC SPRINKLER SYSTEM _..___________2010 EDITION NFPA 14 STANDPIPE SYSTEM - - - -------------------- - - - -- 2007 EDITION NFPA 17A WET CHEMICAL SYSTEM EDITION NFPA 24 PRIVATE SERVICE MAINS ------------- - - - - - --- 2010 EDITION NFPA 72 NATIONAL FIRE ALARM CODE ____-______-210 EDITION (NOTE SEE UL STANDARDS 1971 FOR ("VISUAL DEVICES") GENERAL NOTES 1. VISIT JOB SITE AND VERIFY EXI3TING CONDITIONS PRIOR TO BID. 2. THE ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE AND ALL APPLICABLE LOCAL ORDINANCES. WHERE PLANS CALL FOR A HIGHER STANDARD THAN APPLICABLE CODES, THE PLANS SHALL GOVERN. 4 1 Is 'I I - a - - a I I L I A 1k, wals 1.1_;l a A LE 8. CHECK ARCIA[ITECTURAL PLANS FOR DOOR SWINGS BEFORE INSTALLING SWTci OUTLETS. 11. THESE PLANS ARE NOT COMPLETE UNTIL APPROVED BYTfi AUTHORITY HAT JURISDICTION. 13. ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION. 14. CURRENT CALIFORNIA BUILDING CODE ACCESS COMPLIANT MOUNTING HEIGHTS APPLY ONLY TO NEW OR RELOCATED ELECTRICAL SWITCHES, OUTLETS, PUSH BUTTONS ETC.. THEY SHALL COMPLY WITH CALIFORNIA BUILDING CODE 1117B.6. mou a 4, mot I IMIA-, 01 1441 0 M 9 A A t A b w v tal li! 161 so so Moti tf*j NUAIN Zi �"'q III 13"Mi tra 10j Z-4 7.1-207 PE i'LECTIq L I-NG1NE-EFfN(-- A RF, No F'13_MJ'3 12030 1 AV A 55ffft WNG AVENUT, CA T OQ WE r:A T D.r.n SyMnu'LS ISSUED WITH ADDENDUM #3 0 M MIN 60NI?UIr IN, WALL OR CELIN6 M C ai-wr wwx-A" uqpER n_aoiz OR maow epwiz_ r L 6-0"T ST UNW Oir *V CAI~PW 0— G( IT TURNW UP 0 MINIM 0 64NWT TURNEC> POM MINININ HATCH MARKS IW"TF- NO OF MZ MRE:5 IN 6ME SM 64NPUT IN *!p1,C 6., A-5 (6) MAX IN I -a, NO MARKS = x. 12 ": LEM WATE-6 PMEL, NAaXS) W16ATM c-IRCUIT(s). SAW64F -73- 6ROUNI?CONN E6n0N P161RIWrION -SWIT6HI50ARP OR PANEL PAWL, WANC4i CIRCUIT TYPE, SLWACE ANP R-USI't 510NA- TERMINAL CA151W_T,. SLWACE & R-USH I:umiT. FIMM 2Aff a LF_r PATA. 15AR WATM WAU_ Makir, LETTER INPI6vATM a SWITCH CONTROL,, NO. INDICATES CIRCUIT 0 SURFACE FIXTURE ON MA)SH aM-ET. FE�CESSW M M -W W tt, 046PION W FOR Tft WiRte DOT LIGHT Wrfb ARROW6 AS Ot" ON PLMS, WA -L ANP 6ELIN0 MOLNr. Elf mtoR WALL mowr mnot CEO LOW LEVE.. IDU SION, 4-iC AFF, +47 I'VOM POOR 44415 LWr FIXnYZ DES TION, LI!TTER IWI6..AITS T"M NO. INPV.ATES WArrA6r_ SEE MMOt %"WU4 MECHANICAL Eli} NT" PE-516WION. SEE mmc4imt(.A_ PRAwwvs- SPrECIAL RECEPTACLE - SEE PLAN METr=R MIM UM W_6EPrAa.E WWWAZ R", 15A W, NM W W UN -0 RPLEX RE6Z:FTAar_ MM. APOW PACKSPLASI-1+4V U.N.D. VJFLM RECEPTACLE W ttA_F SWCHEV +15- UNP GFI eRaw F apzur iNTERRunite waprmLe ir uNp. 4 POODLE PUPLf X RE-6,B17AaE +W UNP. 10' CEILIN& W-tt?rAa.E' -e WAKAat RPM, VA, I1W, WA 5--W W UN.0 amnON " W , I-112„ PEEP UNP. nIERMOSTAT F45.0. +42V' MOTOR, ECJ. INWATES HORe;WOWER a.OM OUTLET +7-6" UN.O. EP V4560NNE6,T SWITCH, NON-fUSW EP P"WT SVff1st i MJW MR5WOMT, RATEP OR !MW A5 NOW NJ 6a*WT.W -MAOUZ.STARTER MT'ti 1?160( GT SW61i AV MiSES 0 W&U16 MOW aARTER WlAbRaAPS N EA611 HVOE 9 PMAR W/INTE56R& SW- +4r U.N. 0 RrAlMrrON +46" UNP. PH01706ELL ONM PETECTOR WIRELE66 ACrX-66 POINT' ER/PATA AAff , TWO &ffle W W/I OX40 6OVERI*jLATF_ & ORONOVEW OPENINE, +0" UNA CAIXE TV aff"LET +W' UX0. MOT71ON SENSOR ACCESS, POINT WIRELESS E:=< CAMERA ENISTINW2 SWITCH` SINGLE PaF_ SWITCH s2 POME P61E 9Nff6ti 4V T"t TYM MTEP AT IW/2-77V A6.+4r UN.0 ss THREE WAY SWITCHWA sp SWITCH w/pLor LT sm MANUA_ M67rOR STARTER FAP FIRE ALARm CON1"R61- PANEL, 6FI epw" FA Lr a"r 1 L,5T LADOR 'SAVM TANM MLO MAIN LUSS ONLY vi/ wn"m G.M. CaqpuT aLy Vi.p. WEAT HERPROO= r-.5.0.miRNISHm i5y ontRs, iwAL & catEST U.N.O. utE66 wrEp orHERwrte- N.E.C. NATIONAL ELE6TWA- COW R.I.C. NOT" IN 6-ONTRACT" (E) EXISTING (N) NEW (R) REMOVE (RL) RELOCATE SUWACE MOWT U/C7 Cy4p 6&P WATER FIM AFF ADAE tIN-W M_XR AO HEATING HEATIN& ANP AIR COWrIONINED RATED CIRCUIT WZAq5R N.L. NIGHT L&T NOTE: NOT ALL SYMN-5 SHOW ARE LISEI? ON THIS 7.1-207 PE i'LECTIq L I-NG1NE-EFfN(-- A RF, No F'13_MJ'3 12030 1 AV A 55ffft WNG AVENUT, CA T OQ WE r:A T 7 -- RD 1Z MELBY 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 No. C-16835 DECEMBER 31, 2013 REN D DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J.'MELBY, AIA ARCHITECT C-16,835 mommosom mommoomm RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE BAKERSFIELD, CA 93313 sman'smso mossonso MARK DATE DESCRIPTION 3Q 4-06-12 ISSUED WITH ADDENDUM #3 0 M MIN M MENNEN I 0 MINIM 0 NOON MINININ - Elm il MEN I I 7 -- RD 1Z MELBY 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 No. C-16835 DECEMBER 31, 2013 REN D DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J.'MELBY, AIA ARCHITECT C-16,835 mommosom mommoomm RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE BAKERSFIELD, CA 93313 sman'smso mossonso MARK DATE DESCRIPTION 3Q 4-06-12 ISSUED WITH ADDENDUM #3 mmommomm.mossomms JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM I3LDG-AC15-CD(020212).p1n DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT., COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 mmommmmm.mmommoss SHEET TITLE SYMBOL LIST DETAILS CODES RULES SHEET IDENTIFICATION NUIVIBEAtl ■■■■�■ M■M■■■�' loins■ IMM,M■ 0■N--MINN ORDI M-ELB 5800 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 No. C-1&835 'Ik DECEMBER 3i, 2a13 *' AL®�DAITEE DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 CONFORMED SET' RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE D BAKERSFIELD, CA 93313 10 SONER® MARK DATE DESCRIPTION mmmmmmmm.mmmmmmmm JOB NUMBER: 1406 CAD DRAWING FILE: 1446 -STATE FARM SPORTS PARK RESTROOM 13LDG-AC15-CD(020212).pIn DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT, THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE PANEL SCHEDULES 13►�II;�.�i7C1��1�1�� SHEET IDENTIFICATION NUMBER NESEENNE.NMEMENNE ICERTIF' IC.ATE OF CO-11PLLANCE (Page 1 of 4) LTG-Ic I CERTIFICkTIE OF CONIPLLVXCE Pa 3 of 4), LTG -1C InsUffed Lie- iting., @Lom T-Thcondifioned LT I C Page 2) 4STROOMMILDING STATE FARM SPORTS VILLAGE '03-09-12 I Noun= 11roj raft N am A% V% 0.*& Ift RESTROOM BUILDING STATE FARM SPORTS VILLAGE ON Mal Vi Uv 2TG Date, ESTROOM BUILDING STATE FARM SPORTS VILLAGE 03-00-12 -0 M Ligh ti ig Control CTMJit T---hr-onditioncki ;5'nacos 1�frop LT -2Q - ALLOWED LICHTINC PMITR LChow Qnuxkthodt) ■ M -DOOR LIC 'C SCHEDULE and FIELD INSPECMON ENERGY LIST Adj uaed,l ml,alled Li4 -ovveT Atowances listed an I doto Lighting P A,Soparalei. 1-3C iliedoutfor(- nditi(r-ne.d,-,MdLJ Aition edjxices, . n 1?rc jcotAddr;S3: ChmaWZone: Bud -Wing CFA: ]AH in,confl-viv -ror xg)areaevivrals, 15) (vnfro1y, cf mawu& -dqlk&h3g cantreAv for d4yhl areni'v, .,..)5o #11 . (--',otnPht-,,s if Inst -aged < Allowed -NS mam are,21.1.11v. LICITL 1NOXIM, I T-1()kTM -4 ON uum Nj-'HE ROAU Unconditioned F1ooT.,\Tea-: I a _�ifingcontrvf tvnffv,4�, fi Wilored lighfing wonwk- dq�hg sft�rdq�*( arav > 29.500ft�, (f) shut-off noldrols., dispki, lizhtln-, 7 tj 1627 ye lighling andg) dentand rmponsive COMME IT DITILDM -VE & ,..z.. WaM C0'.N1PLETE -W,,O%TD C eneraHnformarion Wr.-± 14671� '14 PKIR(f 'A WXI'VS 1113W.AW, 0 Nora idenfial [3, High -Rises Residential Hot-allimotel NIANDATOIZY LWH171N(-'�', CONTROLS - FIELI) 1N*.SPK(-7f1(.)N ENEItGY 13L 11,I)ING CATH 101-4.y QTow Lic ALL OTHER JX 027 1 X6 r3 Relmatable Public .3011oc-4s El C-cediftoir-d f-`-Oactcs: IM Uncondifioircl Spacak CRE, CKLIST ....... 0 Pita % of Cbmirwdoir IM New, Ckliblim;&II 13 Mdidwl 13 AlWrdtk111 TOTAL C =.]Aete Buildi [3, Tiiflcyred ARE.A. WA*1."J,*N Documentation kuthorls Dectaradon Statement Mimber I cartiAlbatt.bis Certificate of Compliance docirmevvion i.q acal1r, ate, Of units Ltxxtion in 13�g CATECORY MEMOD -Part A JOHN MALONEYPE 'MOTION SENSOR ALLROONIS A W-AXTS. 'ED -C AREA. CIAXEGORY ELmu;�146 Table 146-D PER 012) X -AREA �i�r) -ALLO, WAJTS J1111. IMPE. 03m-09-12 .. ..... ... . Mdrc5 ss: dq% 50 fe U 'M N VE Ulf� 51 CEA CE, PE :%TZ:1Z BAKERSF I EL. -D CA 93309 " "';��:66-1-83-1-7813 0 13111, cligibleundar Divisi".1 3 oftlic California parsill;--i's C'vxcic to accept�m-spon-4hility fortfic lighting C.1g Tks Cerdficate-of Compliame i&-ndfieatbelightiiq features and perfomiance speciflo-adons regaired for-ootnpjWice 1"'ith Title 24. Pages I and 6 of the Calif=Aa Code of R*WaAcim. Tiv, deli !a the infomiaTioii provided to docnmem this. de.;Jg1l -.1t.11-w oth-u appliz .dblv ooxwlimce 1b.-IXR4, vvc v he enlbronnoTA agunoy for alika. 1,,.Wtd Spnifichdu—m�t;ubuiftd LL t -ipp ............ Surn of Addid mal Watts from A= R -om (fi tab le Me Mane: JOHN MALONEY t�ltr. ........ . . .Allowed TOT; L ARF W-kT T S Cw-nixuly: JMPE 661-831-7851' -4, A&inss- 5500 MING AVENUE, SNITE E 13083�KL 0AX.EWPLY -METROD - Part D A-ddlomal AJkwawe,j.ft-m 'fable 146 -7 -IF ettil A L F `-v-!'s"`P:.BAKRSF1Daft: EELD CA 93SIZ9 03-09-12 Field Inst -dor Noles or Discrepancies; Watts Waffirle STJT. IF F Primary PC S) guld 0, m1fity -,nrallcr of Lighting. M.andatory Measures Furtotion Sq Ft ,Ailimed: -B x C LwWnaire RTesin each D�T� Fum on lim Watts I D-orF fedi ate I oot-itioti --m bui 16 -ng pI ans o f X4 -,f Mmcq it es Nive Block I,1 1-111 NC P 1) IAN CEMYR IVIS & WOR K814 ` 1%8, (check box It workshcer Is included) ----------- 'For deldiledim0ucli"vis on Aa im, qf M& and afiLkergyEft. icivwv for 4 v�pkwt -L 1v tile TOTAI,S Filteti-nt%-)Ar-.-ii.Ca.tegorykiefliLYI Par rA(tahleabov�i Additional watm.available anlywhen alloweA-accoTdingto the fbotnobm-o-n bottom of Table 146--F for dhan delieror soonce'. 'put"lished by lite IM LTA * RqeK, I ttavugh 4 CertifictiLe-LrC.,oiiipliwice,. ati, cmft, assembly or niatwfaatring sptickdized task- work, prccLsian cotmucicial,; indti%trhd work, or lab Specialized task- warlkc. -1'C All Spccialiwninuile.5 are light. finture-s -dcsc-ribed, in the Table 1-4641-*ootnows Lha,are subject. to an udditimral ivattagc Cl LT(" --Ac LighLing Cmarkils Cr t. WoflbImt LTG -3C Moor LigglCig Pony Allonvario-11 f3 Lez,; TG -4C R*I tlmough4 Tailored -Wle thod 11,7ta- A x e t DN TAMOn . IETHOD 1:1140-51C Va-pos I. andl. Linc Votta=Track Li hfjiv-rM -Affcmed Watts tauig th.- T-Wared --viothod tak-cn:ff = M -G -4c. (113pe 144) Rvwv 3 ...... ...... T1 g w Tailored Method of theLTG-4Cset -ie indocr lightnig power albowmice using t1- of•forms. .61w1bo-fillecl out &x C-0-NDIT10, N ED �and LIN.C.0 X-DITI0NE.D.Wac.-a 2l 008 j oweuldev&ICoq�Rxwx Fiwm JUN 20-10 2009 Movaiddential ComT.,hwwe Fmwis "7009 Ad,; 2010 CERTIFICAXF, OF CO-NIPU%NCE (Page 2 of 4) LTG -1C INDOOR LIC, 111TING SCREDITL E, amd FIELD IN1.9PFWI10-N'ENERGvY CFECKLIST PrujqL -NW1W. DaW: RESTROOM BUILDING -STATE FARM SPORTS VILLAGE 03-09-12 1w,Uflation Certificate, IX G-1-INs,r (Ptotahl a copy e-tadvCdAr falal is COIIA310tecl and i (I.) Field hasp or Certificates ofAcceptanceL'W-2A aud a covy and vofifyfoaii is E3 noid inspoctor ef se,,arcate Lighting Schedule Mist Pe FWai 077€ for -Covdinonediu.d Uneonififion-&Sparces Pow -6r listed oil ,d4le is only this Lightlng,Sche I fibr. [3 CO.NDITIOMD SP -NCE UNCONDITIONED SP.ICE 13 Y7ie acv-af bldoorkghfing pat-,,erlisted below includes Irl l in a,-:,vrdatwe 1-vith 6146Lid D onzvfew omiZs: i,�7 to ike iirst 0.42 2i•'td41 lighting sludif iwt he vequh-vd k; be incladed in fhe aykvlafton qfq,-ftta7 indoor Itgkoing vzlv Ille acordance 14jah the.Eweptioa to §164jq). AllportaN.e lighttv, lit dem j q ` 0:2 tvatts'pef, k, Waled t Liumm*ake Schedide Insfiffled Watts A. B C D E F G H, 110w wattagge was Be I d ;4 b4 Am-ordift-g, Complete Luminaire Descliptit-Msr F. (i.- Mffg, one Enimi"e el-actrmic b-allastj (d or C�j ........ . .. A 4%.STRIPI, F32T8. ELECTRONIC BALLAST 32 7 224 '13 4!: VANDAL RESISTANT, SURFACE, F32T8, *ELEC TRON 1C 32 '1 [3 �9 286 El I owl U 13 E3 13 ......... . . . . . . . M- H.- I H. 13 1 13 El I El ilk ALLED WATTS PAGE TOTAL: 512 ............... InsWle-d lValts Btfilding- Total -A Bvilding t of pages - I ot.,A ninuber 0 -5 ,.iura (If all Tyages) Enter into LTG -IC E�4 of 4 to SPathm 1300 and e). Wattage.oha7lbe rating q0ghtfivIvre., not rating qfhalh. .21, 1frall Own desep1be on Page 2tf the Ingpection ChecklLg Form and takea== actiml- to'correel. 1"'2al plans Lne-=aj 'V -010 .2008,ronrpmdenlid Comphaiw,, Fonut Ad,; CERTIFICALTE OF COMPWaNCE Proixt-Memle: Conditioned and Unconditioned snapA, Livhthw must not he combined for comrAinnee 'age., 4 of 4) LTG -1C Indoor Lx*gbfmg Power for CoudittoRed Spjees Indoor Lithting Power for Unconditioned Sp!!Ces Instal1led Ll&ing' Watts "I amp Conditioned LTG -IC P%g 2) InsUffed Lie- iting., @Lom T-Thcondifioned LT I C Page 2) Watts - 512 Lighury Controf CTat 1= -0 M Ligh ti ig Control CTMJit T---hr-onditioncki ;5'nacos 1�frop LT -2Q ■ 1%d jmWinstalled Lim tit Power Adj uaed,l ml,alled Li4 l e -s if In sft I le d < Aflowed (--',otnPht-,,s if Inst -aged < Allowed ,Ulo~ td Li&iri&Power_,htin, Mowed Lie 2 Power U 11conditionod Spaocs LTU 7 tj Re4uired Aeceptanee'fests a. LTCv-2ef aadLW-14. the desLp�ier is, reTdired to choct,- fits; aceeptxwe tests and hr,. all coistrol senlq Me ftl&ng orspaves,,Izall i've If all t& eirlabi tv"Pe PeTdre�� a ravqt, lfv Me (41 �r'eari' It a=a tz nc tyre nt�tr�L r Pyr ; t�lNmms kfz �V. < .� � iron zn' i'h ��u.�ix rrt'%Fr ° >rtr sira�rt! t : t t r ec a art, ICs t arta s ti es P,0,1 of tile P"t- OU the 11�, Son io Lhd'J�Pet fOr tjj 0 SC40P6 OfIV01* I W. 1i qTJ N 6!f tj9S SC,^F, 0n'H)jjj talk-Vy '*110 P42SPMjbjC par� qpkw app luxtea ; Forms con be grvuped ky qW of Landitairo eantrofted. Enforcement Agency: ,�rvt mmiAecppiwce. A-,fnnf-, 0emfjA=q-,1v Pmri�t iqPvWed for a neittly c6n.90velai h afil ft. -g or VA24'.e, ar vMi.,ts mer nt-d' lif"II&Igg q-eax; 11rah ,cantpp-& is 1PaU*d in W building ors'ptlee 3hail be cerittled as mewltw AW-4e,"neOrmwe Ae(pfirements The LTG -2A imdL TG -14 form are not comidvred a Cewiplekf(ov wid mv rwt 1v be aa qpledlf�v 2e, 4nAwt, ementagoray un1m the boxe., Ore and vj!W.4,(4ng and mal4tem axe httimumtron me et r-equimnlevirs 0 1 24 P ,y� ft.le arr 6 1he ftelld itwpector.inwi Inuildingwit ouculvaq, A cqg qfA11xLTG-2A tvid L b r�, a diest art#Pjlf . it1jo 111"Xin4irp L.fLn �,rdjq) #?IU.qt be PM tCj 11w. OWfif- r a Linninaires Coifttra&d LTG -1.4, and 3A M09--Monre.0denfial Comribmwe Fo mv Controls and 14 !Sensors. and Autonube Da- ffighting Controls Ady 2010 1 7.1-207 F,NGINMRINC, G DESIGN IN NO E13-101813 1120 5500 MR40 AVENUE, WITE 2151 &AXERWAIEM CA -Waao n4x 'feAM-) K11-7pva- 1 � MELBY 55013 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE -(661) 832-5258 FACSIMILE (661. 832-4291 4Cy- '�ie�niti No. C— 16835 DECEMBER 31 2013 DANNY 01 DtZ AIA 11 E rz ARCHITECT T C- ,728 WILLIAM J. M1 V:BY, AIA ARCHITECT G-16,835 MUNININERE 1011110011101111111 REVIWOM- "BUILDING AT STATE FARM' SPORTS VILLA' GE 9001 ASHE ROAD BAKERSFIELD, CA 93313 =W11 20 SoRi a 1:111 WEEIRENES MININERNININ MARK DATE DESCRIPTION AR. 0 9 2012 sannuman. Ifflannuman JOS'NUMBER: 1406 CAD DRAWING FILE: 1406 STATE FAWSPORTS-PARK RESTROOM BI i G-AC1 -Cil( 2Q212 Pn CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS -PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE -ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY'Y1017 THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. .2010 SHEET TITLE TITLE 2.—T SHEET IDENTIFICATION NUMBER 101111111111KIN1119 . 81118111-MIKEN MINIM min NO N MINIM. N ■M M M MINIM -0 M mini ■ 1 � MELBY 55013 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE -(661) 832-5258 FACSIMILE (661. 832-4291 4Cy- '�ie�niti No. C— 16835 DECEMBER 31 2013 DANNY 01 DtZ AIA 11 E rz ARCHITECT T C- ,728 WILLIAM J. M1 V:BY, AIA ARCHITECT G-16,835 MUNININERE 1011110011101111111 REVIWOM- "BUILDING AT STATE FARM' SPORTS VILLA' GE 9001 ASHE ROAD BAKERSFIELD, CA 93313 =W11 20 SoRi a 1:111 WEEIRENES MININERNININ MARK DATE DESCRIPTION AR. 0 9 2012 sannuman. Ifflannuman JOS'NUMBER: 1406 CAD DRAWING FILE: 1406 STATE FAWSPORTS-PARK RESTROOM BI i G-AC1 -Cil( 2Q212 Pn CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS -PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE -ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY'Y1017 THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. .2010 SHEET TITLE TITLE 2.—T SHEET IDENTIFICATION NUMBER 101111111111KIN1119 . 81118111-MIKEN Certificate of Complialice (rage i of 4) OT.,TG-lC Pyqjwt Mum; D 1. `03-09-12 RESTROOM BUILDING STATE FARM -SPORTS VILLAGE. 3' ftqjc�dAddress. a 11 L"'I T*d, 3 * M- P, 0, M I i ii i I I a t i d Ive a: 5 100% ...................... ... .... ....... . . ..... ....... elle d Information -v Coritilrudion Alteration. Phase Ne. v [3 Addition Ey Docamentallon Auther's Doclaration &a(emat 0 1 Ceti i IV thal. t1d's Coerfi fical e of' Coftipi iafloe docurne r1haliotl i 31-n'DJ u"HN MALONEY ............. L) atQ. ."'1-""1yJMPE u 3_—M-1-27— Arhiregq J`% JP% A A I F ApplicaMe CBA# 55gusu jv11N(G*% AVE. Q`luffff. CEVE# f_`iq,',Shte.i7ip' - Phone: 6 6 B A K` E RR S F I E L [%) C A '91 3%# 5% U^ 9 J"I-7851 �, , �_A Principal Lighting Designer's Declaration Statement U &I am eligible under I-Xvision *3 of the California Bminess and R-Ofessions Code. to accept resivnsityility kv the lightik� design. 411-�s Oaitificato of C�-,wplixacc idontificstho lighth-ig fcaturcs and perfoxnaanc*� spocifkatic"11's rCqtd[cd for conalpfixico "vith I i I.. e 24. Paim. 1 af it] 6 pfllit.� I fornia (Axll�t o 1* Rpg ulalions. oThAn design -v 'lixicc- mi� malsistent witli tfic: informtion pyovided to ductunimt '11' Ilion' arl. and'.1w6fic .11brilitled to Ille this design -orl .111e o1her tipplic-41111C (xmlp liance 4' 1 m, iml-s, c� cul. pl� "Wons enfoteeinent sgency for appvwmal vvith this i di p. i .......... Name,: JOHN MALO"NEY., N N*k Cm�muy: J,M,rr^"E \\ \ . 661 —831-785*1 N3 550`0 MIN"G AVE. SM's ITE- 25.k. ......... El;�V&3 r tjA 9 dft AK"ERSFIEUD CA 9�3309% Datcu;j_u —1 z INincipal Lighting Designees Dec6rafifnk x I cevif��- that this Certficate of CmVliantR, doe.-Lonentation is accmate mdconiplete., and accounts, for Al outdoor lig�itinpg po�vicr, moliA* building, niounted, Wk immited, a-, w,�11 as all,%ict outdcor lighting &;sigivod for the si%,,, and that Additional LighTing Pow-er Allowanee-.q foi- Speci fie Appl icatiom or Addftitm.al Lighting R.wer Allowances, for Or-dinance TZ.eqtflrements havc, not bcon cotuitod mot c than one time fbi thc; same ama, in accordanoc xvlt� Sc;ction 147 of the Standaids. Outdoor Lighting.Mandatory Aleasures Ind"Ic location on building planx of Mandatory Wfea. sures Note Block.- ...... ....... LIGHTLNG COMPLIANCE FORNIS & WORKSHEETS (check box if work&eet is inchuled) ......... .. ........ --- kor dctailcd iml-metims on t1wuw of ti -is md all Ewt gy Eft"ximley Stanftdi, cemplisucc. fbims� pbaii� refer to thc Noucsidmtial _Msiuml publishtd!Ly the r-alif-maia E norgy Comuitmoa IN 0- 1TG- I C Cc-r-ti.ficate.ofror-X)liince. -All 4 pagesre-cluked on plans.tbrall submittals. E3 ()LTG -2C (Pa g e I o f 3 1 Ligjiting Wattagp Allowmees for General Hwdscape-� Sales Frontage , or 0imamental LWLt�j. �� on plans. [3 011 �'l ( P-�24(, (Rkge 2 of3) lAgNing Wal-tage. Allowarives fbr Per Application or Pe-r,,Xreu. Optiorial on plaiiis. 13 OLT(3-2C eL a;g,;c 3 of 3) Adchumal Lighting -_--111111 ............ ........ .......... ... .. ........... '._,_,._ . ...... _.. ............. 2 0199 _Mo nresqdetaikul Compliance Fonus July 2010 Certificate of Compliance (Pagge 2 of 4) OLTG-lC. C.0M'PTJ,,%NC.R FTXTIJRF, I T,1CTRT1NCTC,0NTR0T, 9CffF.D1J1X and FIF.1,11) INSPEC.TION CHFVKTJ8T ......... ... A &M RESTROOM BUILDING STATE FARM SPORTS VILLAGE LNS TALLA-RO-N C-MTWIC_41t.,0LTG4-MT (Rotain a cenv and -=4 foun B compketed anJ sipcd.) t �xfl CEItFIFY-ME 0F.NCTE111AME, MfG-2A (Retain a c&-pv and verif y fonn t,,^ conTleted and biped.) Luminaire Schedule Imtalle-d Watts A C 1) E F G H I ko�N wattage was defermined 40 s Stia ibotnote I Item Cz 0 3 I 'ix.. rr2 261c.44ill sfwc4sox *X) wsi 1. mcuil Iralitic C SURFACE, MH, ELECTRONIC 1-U.LL 4 184 F SURFACE, 42PLT, ELE IC FULL 6 13: 0 E3 13 .......... ...... 13 13 Enter tot."d into OUG-1,0z ta e ±2f 4: Row H otal Installed Waitts�, ............. . ..... ..... I P-47'''; 771;: 1!7`11, ;,47:7' for 72weiw fres, itaicate nmi5n,71 Iano lvalrtzge lZa lano "WHim, �v pL-rhum pw ei e.. - elecftni,� ww&r 41amjw and mimtwr of flwffivll$�, 'Fudre For ineand'event lyawnaimx the k1minahr lfthd in colmm hv the on-wfiram relm"gkg nlmd 14'altage aft a pemirml fitwrory-LPST(ultat -iabet on tile luminedre, 2V07 ilk- V, zqg r T`q)t4`b1d - 14-M Wia take daZ�IgWJUIV adio, k VIMNIPT- LUMMAIUSS - 01 . ..... _4_ 't, 22: .S,,cLmpj.1uminaire,- in accordan' ............................... ................... ........ .............. ....... ... I ....... . .... . ................... ............. ............. . . . . ... ... ... . . . . . ALl"ATORY CONTR4DLS .... ............... 1 Location LIC tion LIGHTING CONMOL 11RANE STORAGE 09, SPE CL4L IF4EATURES INSPECTION CIIECKLIIST.�Sft, Page 2 of 1---- ....... 11, , I, .— I .... 1'. 1, 1 ., ... I — 1, 1, ,, 1, , ............ TIx Tocat eliforcemeld age fiCvk:h(-v1d PR�"YPecfefl aftention to flue items spec(fke d lit Mis cliec 7d4f. Tli eye Itenis require special vn-iflm? la-dificadan alui donummfaliorz. andspecial v"T-fli'aftion. 7 he loc-al enjbmemeni agemn, defemines nde-quavv qffhe jusitflcafion. avdjnavr��1&1,7 btdlding ordefflign that otlu*11vise theadequa:fy- qf and documniallon Fjold InspMutr -Notes or Di��eant4es.- '1001Z,Vonr.vJdPnUd7 Coinplkanop Axwis 41 Ny 2010 r .0& lance P1 4). OLTG-IC C.,ertifficate of COME14 ""�!""`RESTR0OM BU.ILDING STATE FARM ISPORTS VILLAGEJ 0a".03-09-12 .A. OUTMORLICEMNCZONE 0 . UID . 00 . R .. LIG , H TIN , G ., ZONE OL ' Z , 1 '111.0" 6iZ2 MOLZ .3 130LZ 4 Ts the andrxit Lighting Zone: IM Defimilt in accordance with ,$10-114, or 13,Amended by.TFTA Coutplett tho hi lbragition belokv if die dt kull Outd(yx L-ighting, Zoix 1m bttji mien&d by 11 it local j ta1tKU(;1i01i llav�ig a affiority 13 1 lie sitc; is a r -z 0"KnM1101t dcs, ignatcd patk; f cof c ation ar oa, wildlik presorvo, or partion tboroof, and 1w boon dosipatod as LZ2 or I,Z3, 10-1 14-A, becanse thesile, is conlairled withill mich a zorle. ,E3 The kical. jtrislict.ion.ha-vti.g.atithoritvlLqs officially adopted a change. to the State,Default Lighting Zon�md.hasmotifled the Enorgy, Conunission by providinga the luaterials f cquiri;d jin § 10- 114(dl to tho Executive Dircotox. cl � he, cl�lu t jt% , ed on (lie Ei rg . t4on wcbsitv. 'V DTN 'A." ODM, ONAL LMITM-C, P0M"_Atj.`0'WANC PQR 09 .Nre widil iona-1 liglil inj 2owerallowarices R)r orthijance inTable 147-C use(V Yes No 1-1- CoWlete the iafornaation below ifadditionail lighting poNverafflowances.for ordinance nquirements are uged: ,r.3 'I bolocal jurizvdicti-ory havingaulboTity luLs ui'fici ally mlopted-speci fic outdom liglit levzls.� wliicli are-expTewtd a-, avtmagt. or Mitlirtl[IfTl 1100k=01C 1CVt1-,, by rollowitigaptiblic prtvess� thatallo-wed rar roTtrial pijblic riolification, revie.kv, arid. C(Mirtivrif. about the pnoposcd ciiangc. 1 helocaijiffistfiction traving aijilimil-y which adopit.t] specific otild(xw light levels a -rid lu%volilled. the. CorritnissJorl by Lvovid�ga, the folk-mviS mateiials required 610-114 j to the Executive.Dixector. FORWIS Required Acceptance Tesu Designer: M TGL24. Yhe designer L, reip-dred to qieck file ifeeeptalice fests im'd listall Control devicel serllng the building 01- Space Shall he 1j'all the lighfingsy,,tem orcmitrol qfa certain tppe reqsdresa tnv�, Yvr A? d�ffrm.,jit lighnng and the 'Pletion of thl's sention tvill aflow ths -to haltgeffiv� th.!.Veope xwf Im-grouped kv Enforcement Agency: S' upancy 11cl-ndl is g1-m1e4(1br a building or space or when ever new fighling .�-skws A"eplaixv. Bqfbre Oc�; Aj-�StM With C011trOls & [IlStalled in the buf1dYng ar sqvaceshall be cerfiftedas imefing the.4weptance Bequbvnlews. The OLT&Z4,forin lsxot fvnvidered a rompfefefiorr4 and v &# to heawepted by the nifforroment agmtry indens' the boanv are, che,,kedandZopfflled andsigned. llladditlog, 0''Ceritfunve qf_&ceprancejfmrr?s shall be sabinifted to the agenz-1, th-at cef t�fi,.-s plaits, spe4leations, installation cept�flcaf,-,�k. and operating and injbrinarion meet the fequinemellb� qf §10-103(b) qf Title 24 Avt 6. Tkifteld inipperm, inuo rarxeive Me properlyflffed Our aw&vi.md fo t , h, b d R P 0 or nv ef re tile b uil ing C -an A cop LTG4Ajbr each diffeirent lightingluininaire conttvf(�) nuat beprovidedto the owner of .y qf the 0 Ceitificateof -Acceptanek. Liurinair-es- Controlled OT T( 2A-1 Outd" b :D 4 L -Wag II.; � Accaptame 4w, Ti �0014 . ......... Location ATS I STORAGE 02 .......... .. .............. ........ 1 -1n v!offCe)htro1s,-.0P f6r Outdoor Ph6fbt,6ntr*1,- ATS for Astronomical Time anj, STS for Standard Lnon-astmnom� �al Tima,smfch, a=tance. ......... ..... ....... .......... 2 013 nrahlen&f Coinpliance Form Jukv �010 200K'Monrp.�idpntial Compliana- Fams .7144,2010 41 ----------- ------ LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTGAAM Project Niame: RE5TROOM BUILDIN6 5TATE FARM SPORT5 VILLA6E 3-0q-12 Indoor Lighting Measum: - - --------- ------ - - ------------ -- - ----- -------- — ------ - --- ----- - -------- - ----- - --- - --- ...... -------- --------- ----- - :9 For eveij floor, a'ainterio? I' 11ing sy:��terns viefloe. eropped- with a sepairate aulorreffomdiml to smit, alfi�)a lighting. 1 -his uke .11C w. axxvrnal"c 1"olAva, shal- meet the rs^. i? merts, of Section '"S arni may be- an ov L ncy semar, aumeratoti? s 1-tch., or -0 ftmr device r*qpabie d rautomatleal! sh-.1firx; of the fivixqtv. Override for Building Ligintrig Shut-off: The- autornaft. building th &- rre shut -oft scqstern is provided -m- - nual, acoessw le overrldkl� svvft� avemdei$ lot to awcev,,d C�0,CCAD sqitare' M. - - --------- -- -------- ...... .... . ...... Nul'owpfic. 10'ontrol are certftd, ail aiterrtafje equirme.1, sNif be certnisied dif ectea byne rrraritffcac�;jrer. -------------- Pluomscvm BaNc-ist a.r,!j prt�feot aret,*nVied and listW in 1�e A -r-- tied -rc ie, ll' fbdu- -,s s�ofi tic- cei Tanidem Wiring for f -'me and Thie-e Lamp Flue-reace-rit Fixtuires, All one, ardthre+,; §11 32: vyalanio baikasts. whore required by Standam�.s.Seotion. '432, or;Wll one and three lamptivaresoerit fixtures ar-:�, sp,euffiledwitM VqUer;av,bal' em, and, are exomp, fro.m.1Bnder -a wiring rea vvrmtnf.,,,� - - - ---------- ------- - -- ---------- ---- - - ---- P uW. .t 'kvid -'a) Ind u RoorniArea Controls. Each roorn, and. area in tits b-filding."s equi ped-witti a separate svo r oc?), n y serlsor devioe, for eadlh area eiling watits. - ion 'd M Vsquam. ;epit re'rSquare Uniform Rerjuc;t* , for inarvi ual Flown s. Al' rmcim�s and at' greater tban, e fo 0 t o f 1; g "I t i n g" I o a r, i S'- a H - te, C, 3 n i r o 11 et tw i t f i b i - I e v. e. i -s- w to h i i i gfo r u r; i ti r rn re d u vth C) e i i )f t i g ht r vt i t h i i t t i e ro o r,--. . ... . ...... - ------- ---------- --------- - -------------------- .......... ------- - ------- ------- --------- Dvyllig,M Area Control: All roonfl-,6 with windows and s,*y5ights are� gf)eakter Ven 1-00 arldiflatalHow foi-the effedive, .1p, 'Tr veuseof use�of diayfighi ir, the axe.�tchail lampA, dir D, a atme the virnrldows are f.x.,nvnutx,,S!y "s"ho"cied ty a tull I -g on ft- &4 oem tr; r, agirar, oT dw;J. hed bee, sl ae Jfv�g_ during differwt; Vmez� of rne year is. on rAans. . ........... - -- — ---- - - - ----------- - - §131(a�,: D:SrA_,y ughting; Display lightingshal, .... ....... --------- --- - - - ------- - - - - - --- - ------------ Outdoor Lighfing Measures- §1301kc)': k4anciatoiy Jigming power deAerminwit'Ort for rnredlurn base sockelts- witnout perfnan-ently tristanilled baflast"S. ------------- -------- ---- - ----- - ------- - ---------------- A4 permanerrisy imstaff6d. ftarina4res witth larnor, rated cfver '101""Walltri either e ,-, iarnp effiicaa�,, ofatleast 60 lurnee'ns ,Yer Vl,�_,tt x, are wintrolled lav a rmfion sensor. Al aires with !arrips ralven reaterthan 175 Watlz ir-hardscape area, 'IrVild-ingpoarWin g lots. buiiidin entram;es, canopies. and. ail ou;tdoer safesareas meetilic-OTtaff T-Riecfuiiements:. - --------- Ad 05dic-ing 'acades, parkir-, arag-es, canapies, and oi 1 wir, -sale,-- meet Me Niu- -Le-ve, Light V F�equirem.em F d ---------- ---------------------- --------------- ----------- ----------------------------- ------- ------- --------------------------- --------------------------------------------------------------------- - - -------------- 2-M6 Com#iaaca Fonm 7.1-207 A-4usf2000 alp, Mon- ELECCTR� L ENCINLORING L. I r. HT TT�- XC, DESIGN No El "Was 1120TO� 5500 MrXG 11VIENUE, SUITE 251 P-ALKERSPIELD, -CA H , waloney0jtripexet �,,exnal MINIM 11101111110 Lionig, watt,,�gc MMMMMM NINON 0 Power Adlovance A LightintTpoxver allunwlnce for greneral haxdscape mom --- ------- - ffnani OTJO-22C Page I 6f 1`1 ...... No Specific application llgh&4 watt -age allowance per unit lengtli MOM 1� � (from OLIC 22C Page 1, of 3) C Specific application wartage all owance f0i, ornaniental lighthig (from OLTO-20 P age I of 3) D Spe-chic, 'application wattagre allowance per application A Aft All 9 it 1+ U (from OLTO-24C Pa.90 2 of 33) E Spocific aliplication lightng wattago allowanoc per arca AM& ON& Aft 9 Is bbu . OUG-2C Pag j (froln ge 2 of 1) diii-�)ngj jiglitijig powtu 4- 11ciwance for ordiaxic-c rcquiromeM (from 0T.TC-1-24C Pa�ge I of A) T otal Allowed Wattago, = Sum of rows A through F, im jp% r% Zvo v H Tot -fl Tnstafteki WatNs (from T'.unii.nai re Scliedule. f -SA-A fro m (--)LT C3L 1, C (P �ige 2' of 4) Provided that the lighting wattage power allowances listed in rows A throagh F are identical to the lighting wattage power aRowances taken from OLTG-2C Pages I through 3, complies if histalle-il IM Yes, 13 No I W at tage in ro w H is Iess f han or M ual- I. o the; Total I as-talled. NVa ttMe i n row G 200K'Monrp.�idpntial Compliana- Fams .7144,2010 41 ----------- ------ LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTGAAM Project Niame: RE5TROOM BUILDIN6 5TATE FARM SPORT5 VILLA6E 3-0q-12 Indoor Lighting Measum: - - --------- ------ - - ------------ -- - ----- -------- — ------ - --- ----- - -------- - ----- - --- - --- ...... -------- --------- ----- - :9 For eveij floor, a'ainterio? I' 11ing sy:��terns viefloe. eropped- with a sepairate aulorreffomdiml to smit, alfi�)a lighting. 1 -his uke .11C w. axxvrnal"c 1"olAva, shal- meet the rs^. i? merts, of Section '"S arni may be- an ov L ncy semar, aumeratoti? s 1-tch., or -0 ftmr device r*qpabie d rautomatleal! sh-.1firx; of the fivixqtv. Override for Building Ligintrig Shut-off: The- autornaft. building th &- rre shut -oft scqstern is provided -m- - nual, acoessw le overrldkl� svvft� avemdei$ lot to awcev,,d C�0,CCAD sqitare' M. - - --------- -- -------- ...... .... . ...... Nul'owpfic. 10'ontrol are certftd, ail aiterrtafje equirme.1, sNif be certnisied dif ectea byne rrraritffcac�;jrer. -------------- Pluomscvm BaNc-ist a.r,!j prt�feot aret,*nVied and listW in 1�e A -r-- tied -rc ie, ll' fbdu- -,s s�ofi tic- cei Tanidem Wiring for f -'me and Thie-e Lamp Flue-reace-rit Fixtuires, All one, ardthre+,; §11 32: vyalanio baikasts. whore required by Standam�.s.Seotion. '432, or;Wll one and three lamptivaresoerit fixtures ar-:�, sp,euffiledwitM VqUer;av,bal' em, and, are exomp, fro.m.1Bnder -a wiring rea vvrmtnf.,,,� - - - ---------- ------- - -- ---------- ---- - - ---- P uW. .t 'kvid -'a) Ind u RoorniArea Controls. Each roorn, and. area in tits b-filding."s equi ped-witti a separate svo r oc?), n y serlsor devioe, for eadlh area eiling watits. - ion 'd M Vsquam. ;epit re'rSquare Uniform Rerjuc;t* , for inarvi ual Flown s. Al' rmcim�s and at' greater tban, e fo 0 t o f 1; g "I t i n g" I o a r, i S'- a H - te, C, 3 n i r o 11 et tw i t f i b i - I e v. e. i -s- w to h i i i gfo r u r; i ti r rn re d u vth C) e i i )f t i g ht r vt i t h i i t t i e ro o r,--. . ... . ...... - ------- ---------- --------- - -------------------- .......... ------- - ------- ------- --------- Dvyllig,M Area Control: All roonfl-,6 with windows and s,*y5ights are� gf)eakter Ven 1-00 arldiflatalHow foi-the effedive, .1p, 'Tr veuseof use�of diayfighi ir, the axe.�tchail lampA, dir D, a atme the virnrldows are f.x.,nvnutx,,S!y "s"ho"cied ty a tull I -g on ft- &4 oem tr; r, agirar, oT dw;J. hed bee, sl ae Jfv�g_ during differwt; Vmez� of rne year is. on rAans. . ........... - -- — ---- - - - ----------- - - §131(a�,: D:SrA_,y ughting; Display lightingshal, .... ....... --------- --- - - - ------- - - - - - --- - ------------ Outdoor Lighfing Measures- §1301kc)': k4anciatoiy Jigming power deAerminwit'Ort for rnredlurn base sockelts- witnout perfnan-ently tristanilled baflast"S. ------------- -------- ---- - ----- - ------- - ---------------- A4 permanerrisy imstaff6d. ftarina4res witth larnor, rated cfver '101""Walltri either e ,-, iarnp effiicaa�,, ofatleast 60 lurnee'ns ,Yer Vl,�_,tt x, are wintrolled lav a rmfion sensor. Al aires with !arrips ralven reaterthan 175 Watlz ir-hardscape area, 'IrVild-ingpoarWin g lots. buiiidin entram;es, canopies. and. ail ou;tdoer safesareas meetilic-OTtaff T-Riecfuiiements:. - --------- Ad 05dic-ing 'acades, parkir-, arag-es, canapies, and oi 1 wir, -sale,-- meet Me Niu- -Le-ve, Light V F�equirem.em F d ---------- ---------------------- --------------- ----------- ----------------------------- ------- ------- --------------------------- --------------------------------------------------------------------- - - -------------- 2-M6 Com#iaaca Fonm 7.1-207 A-4usf2000 alp, Mon- ELECCTR� L ENCINLORING L. I r. HT TT�- XC, DESIGN No El "Was 1120TO� 5500 MrXG 11VIENUE, SUITE 251 P-ALKERSPIELD, -CA H , waloney0jtripexet �,,exnal 0 'RD 1z __V1 E L BY AR"Gur"T'll... 7 INVC0 5500MJNG AVENUE SUTE 2,80 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661-)-832-5258 FACS[MILE (661) 832-4291 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 CONFORMED SET il:" RFESTROOMBUILDING AT STATE f'"ARM' S PORTS V ILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 A AIR 'a' '02'N MARK DATE DESCRIPTION AAR. 0 9 2012 1406 CAD- DRAWING. FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(020212)-.p1n DRAWN BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE , PROCEEDING -WITH THE WORK. REPORT DISCREPANCIES -TO, THE -ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESEWEDONTHIS. SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEETTITLE TITLE 24 SHEET IDENTIFICATION NUMBER NoNoNNNN . NSNKNNNN MINIM 11101111110 MINION a 0 MMMMMM NINON 0 MMMMM MINION - min 0 mom ANN No tft "71 MOM 1� � 0 'RD 1z __V1 E L BY AR"Gur"T'll... 7 INVC0 5500MJNG AVENUE SUTE 2,80 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661-)-832-5258 FACS[MILE (661) 832-4291 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 CONFORMED SET il:" RFESTROOMBUILDING AT STATE f'"ARM' S PORTS V ILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 A AIR 'a' '02'N MARK DATE DESCRIPTION AAR. 0 9 2012 1406 CAD- DRAWING. FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(020212)-.p1n DRAWN BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE , PROCEEDING -WITH THE WORK. REPORT DISCREPANCIES -TO, THE -ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESEWEDONTHIS. SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEETTITLE TITLE 24 SHEET IDENTIFICATION NUMBER NoNoNNNN . NSNKNNNN 5500 MING AVENUE SUITE 280 BAKERSFIELD, FIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE' (661) 832-4291 No. C-'!835 DECEMBER 31, 2013 RENEWAL 'QTDAIE OF DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 Emmommus mmmmmmmm CONFORMED SET RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313' MARK DATE -DESCRIPTION 3Q 4-06-12 ISSUED WITH ADDENDUM #3 A lAl mmmmmmmm . mum-mmmmm JOB NUMBER: 1406 CAD DRAWING FII -E: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-GD(020212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 mmmmmmmm.mmmsomms SHEET TITLE PARTIAL A I I SHEET IDENTIFICATION NUMBER m 10 -W lallogl I NINININ m m mmmmmm MINION 11114 -miss 5500 MING AVENUE SUITE 280 BAKERSFIELD, FIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE' (661) 832-4291 No. C-'!835 DECEMBER 31, 2013 RENEWAL 'QTDAIE OF DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 Emmommus mmmmmmmm CONFORMED SET RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313' MARK DATE -DESCRIPTION 3Q 4-06-12 ISSUED WITH ADDENDUM #3 A lAl mmmmmmmm . mum-mmmmm JOB NUMBER: 1406 CAD DRAWING FII -E: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-GD(020212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 mmmmmmmm.mmmsomms SHEET TITLE PARTIAL A I I SHEET IDENTIFICATION NUMBER ELECMCAL PLAN NOTES f F <> CONnACTOR SHALL PROVIDE JMCTION OND BOXES, CUIT, CABLING AND TERMINATIONS FOR AUTOMATIC BATHROOM FIXTURES. TRANSFORMERS F.B.O., COORDINATE WORK WITH A i PLUMBING CONTRACTOR. f WOMEM PLIABING ME` STORe"WE V, ---------- 2 3 EXTERIOR RECEPTACLE SHALL BE GFT WITH LOCKABLE < > 4 -USE COVER HUBBELL #WP26M OR EQUAL, ...... WEATHER PROOF IN TYPICAL. LA ----- - VENDING RECEPTACLES SHALL BE ACCESSIBLE DO NOT 15 < > INSTALL BE HM VENDING MACHINE. INSTALL RECEPTACLES T 8'APART FOR CLEARANCE. J." S PANEL "LA' ---------- TRAN5FORMER "TA" j J LCD f3LUE 13OX -5 657FI V, pip Aj GAE3LE, Typ��_'. 6F 13 -------------- ------------ =s INP 6K 1-3-41111113 FAMILY R.R. B. 3 ---------- --- 3 FUTWE VENDIN6 MACHINE ELEGTRIGAL PLAN m (D WALL MOUNT MOTION SENSOR SHALL BE SENSORSWITCH DUAL TECHNOLOGY MODEL #WSD-PDT-2P, TYPICAL. CEILING MOUNT MOTION SENSOR SHALL BE SENSORSWITCH DUAL TECHNOLOGY MODEL #CMR -PDT -2P, TYPICAL. CONNECT LIGHTING POLE OF MOTION SENSORS IN PARALLE . EITHER SET OF MOTION SENSORS WILL ACTIVATE FIXTURES IN THEIR RESPECTIVE RESTROOMS. fi SECOND POLE OF MOTION SENSORS IS TO BE CONNECTED IN PARALLEL FOR ACTIVATION OF EXHAUST FAN. REFER TO MANUFACTURERS INSTRUCTIONS. INTERIOR- L-16HTIN6. PLAN t N 56ALE-- Ilb" =I' 0" 2) - MINIMININ IN 0 M MINIMINIMIN MININIMIN MEMINIM 0 MINIM MINIM Ill N MINL_ SON ]MIN ■ ' I R D Z ff MiY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661)832-5258 FACSIMILE (661.) 8324291 e�g_llj%Ro�',,*� No. o_35 DECEMBER 3 .27 M013 OATIE DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 Emmommom moommoso Ag" CONFORMED bET RESTF01010M BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 ER LIG HMG NOTES FOR: LIGHTING CONTROL PANEL SHALL BE LCD BLUE BOX, MODEL CITY OF BAKERSFIELD #GRI416-DTC. PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 FAMILY R.R ------------ rm ..... �_qi ------ EXTERIOR L16HTIN6 PLAN N 56ALE: Ilb"= 1'-0" 7.1-207 Q.- za� PE L 1 0 h TT 11 CZ D E S I GN (fA RE501,virATION NO MzI08�3 MINO AVENLIE, $1.11TE 261 BAXEMZMUDCA TX302 f' -Ax 1661) 831--ys1a mmimmmmmm sommomolm MARK DATE DESCRIPTION ISSUED WITH 4-06-12 1 ADDENDUM #3 C� mommommo.ommommso JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-GD(020212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS, REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 mosommoo.mommoomm SHEET TITLE L IC *3' or "I'T I N G A ND Puo"kW----ERp-1 AN SHEET IDENTIFICATION NUMBER E -2 sommossm.nommomom