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HomeMy WebLinkAbout7.1-207 Record DrawingDESIGN TEAM LEAD I V/LI NE CITY OF BAKERSFIELD PUBLIC WORKS MECHANICAL DESIGN CONCEPM INC 15171 7RUX7UN AVENUE 5500 MING �" � G A 1/E'NUE, SU17E 251 BA9 3.301 BA KE'RSFIELD, CA 93309 I L: 661 --350 7EL: 6611852— 7342 FAX.- 88 -- 1 t F -- X AX' sia 85 _ .34 (v CONT CV -RALPH E. ' RC CA8'C Y CiNTAC� ANL7 IVB", EMAIL® rabo ak rsfleldclt3r us EMAIL: rond)6*mdcengr.com ARCHITECT ORDIZ—MELBY ARCH77ECTS INC 5500 A41NG A VENUE BAKE SFIELD, CA 93409 TEL: 661 832 525 PH FAX. 8 ,3 -�-4,29 Z"P VILLA war CCN AC : M'E BY A 7`BILL _ �. _ IA TA_ A 40"E 2 EMAIL: bme1byftrdlzmjlby.com ELECTRICAL ENGINEER u/MPE ELEC ICAL ENGINEERING 9001 ASHE ROAD 5500 MINGA NUE, SUITE 251 AKE'RSFIELD, CA 9 3JO9 7EL:6 1 831-- 7851 FAX 8 (3.31 �- 781,3 CONTAC° 7 PA7RICIA HA YES . EMAIL: patrlcld pecora -CITY STANDARDS L- L-3, L-5, L -6,L--7, /_10 , ST 1, ST—2. µ ST—,,3 57 8, , `i -- , S 13, ST -17, ST -21, ST-23,ST ,ST- , SW -2, SW—j. SW -7p D1,D-7, A2 7M. 10 T-2, T-31 T-6, T 90 1=11, & 12 1. ALL REFERENCES TO CLASS "A CONCRETE`' SHALL BE REPLACED WTN CLASS 2 S PER CAL 7RANS STANDARD Sf l IFICA 77CN5, MAY 2006 EDI77GN. 2. ALL REFERENCES TO CLASS �D CCINCRE'TE SHALL BE REPLACED WITH CLASS S PER CAL ANS STANDARD SPECInCA 77ONS, MAY 2006 E01770N. STATE STANDARDS_ A 88B. A 73C, & ES- 7P BENCHMARK BASIS OF BEARING GIS PID--AA9723, DESIGNA ON- x'1)57, RECORD ELEV. THE BEARING OF NOO"2 '31 "F FOR " ERAS 341.58" NAVD88 LOCATED AT 7HE TCP OF THE HEADWALL LIE OF THE EAST 1 2 (AA.SHE ROAD) AND #0#?#IZ�EST QUA A T CF TAFT GCSF� RD CACI QD' 9 `,34 "E F SEC C ,3.3 T JOSS R, 27E'644830-81 M.D. M. WAS USED AS THE BASIS OF EAS77 G. 1674221.05 BEARINGS HEREON. CONVENTIONAL EASEMENT EXIST B IGHT- ,1F A Y _:rX`IST A.C.FLOKLINE CE LINE _ / _a_ . _ffi -_ � __ t% EXIST EDGE OF PA 01ENT '}i`'."i''"H'fi'!'Yi?"T#I"'"1'Y}'f'�'i'i''7l?'�"i' RAILROAD ! # 4r 7 '# taF .D.—.. ...._il.._.<:.. , GUA RD RA IL - _ n.._.v.mn. _ - _ CHAIN LINK FENCE I PRO VEMEN TS UTILITY SYMBOLS _ ;, ------ _:, EXIST R LINE -s EXIST SEWER LINE EXIST GAS LINE SD EXIST STORM OR DRAIN EXIST AERIAL E EXIST UNDERGROUND LINES P014ER LINE -- , V - EXIST UNDERGROUND m. __ � __� _ T EXIST UNDERGROUND TV CABLES PHONE LINE EXIST CII.. LIME FO EXIST FILINE F .;-. MANHOLE FIRE HYDRANT W... POWER POLE ..m WA iER E E,R W.V. L� X/77N+MONUMENT �A TER G.M. E U TLI NI E' GAS MVE .. G.V. STREET LIGHT CAS SAL WE S77?EET LICA T'` AST BENCHMARK LEAN OUT 00m AUTO SCOPE I TI I SIPRE` -E' E. P RON DEW E NEW ,SIC -LOCATION MTO SCALE` CONFORMEDS-11, Job No.: P21<219 - a e Pith: L!... NC=I IAC PIS i1 2C3 a 2\K> N _.car' Phase2 dw Cvi} F'e ^ cl re: ` se -KEN 711—Phase ,dwc 71-2n7 SACRAMENTO N FRANCISCOP STATE OF W WA LWM LAI KA.E�i M - LOSS ANGELES _ SAN DIEGO NO TE: THE CONTRACTOR MUST POSSESS THE FOiLOW1NG VALID LICENSES. - Cuss .4 OR B NorE- THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HDQRS PRIOR TO EXCAVATIOA'. g(f ESS/ E . t9 119 P l t C 46515 j Exp. 5-30-13 � cm Of, CALF I ... RAUL RAJAS, R.C.E. 39880,�E5�f !RES f12 jf-13 ELATE PURLIC WORKS € !REC 0R APPROVAL. RECOMMENDED BY: _ IS !2- ATE Vol CIVIL NGIN ER IV -Z_ DE '6 I N6!NEERFNG DA E TRAFFIC ENGINEERING DA FE PARKS & RECRE TION DEPARTMEN°?STATE FARM SPORTS VILLAGE - PHASE 2 NO C" S -1 I 01 ASHE ROAD SHEE_TS 3 N pV�J V a- hI 1 y z w l U N ry� CL S Q}ry� �0° L 3 i.. 0 a - V) 4� z Lel N N Q N L✓ Nz (.d�. LLJ L'�l•i l..+. V z Li t) ki FA_ TITLE SHEET SHEET INDEX & ABBREVIATIONS • PROJECT •O .k PLAN k ■ SITE DEVELOPMENT D111VE ALTERNATES CIVIL SITE DEVELOPMENT PLAN -ROUGH GRADING ROUGH O r A r PLAN ROUGH GRADING PLAN ROUGH y A ROUGH w A A SITE DEVELOPMENT - GRADING FINE GRADING PLAN FINE GRADING A.:D • FINE GRADING r LAN FINE GRADING # A: GRADING SSSS GRADING !. STREET IMPROVEMENT PLAN STREET IMPROVEMENT PLAN -FUTURE STREET IMPROVEMENT PLAN -FUTURE STREET IMPROVEMENT PLAN -FUTURE STREET DETAILS STREET SEC11ONS . DETAILS PARKING IMPROVEMENT PLAN PARKING LOT GRADING PLAN HORIZONTAL k :i• • J HORIZONTAL CONTROL TABLE SECTIONS DETAILS SEC11ONS a DETAILS DETAILSSECTIONS & • DETAILS • DETAILS • DETAILS DETAILS STANDARD STANDARD DETAILS FIELD OVERALL PLAN -FOR LAYOUT f FIELD DIMENSION PLAN -AT WESTSIDE FIELD l k . PLAN -AT OVERALL • t w w . k *. ' i • k LOCATION k BYPASS w i '. 1 O.. • y •'. BYPASSAN IRRIGATION PLAN w i k O • a IRRIGA11ON PLAN IRRIGATION PLAN IRRIGA11ON PLAN IRRIGATION PLAN IRRIGA11ON PLAN w i k # • a GENERAL REMOTE CONTROL VALVE DATA PUMP DETAILS STANDARD IRRIGATION DETAILS STANDARD IRRIGATION DETAILS ARCHITECTURALLANDSCAPE -1 OVERALL SITE PLANLA-1 E AL INFORMATION SHEET G001 LANDSCAPE L -INFORMA11ON SHEET G002 LANDSCAPE L LA -3 OVERALL SITEL A L SITE PLAN111 LANDSCAPE FLOOR PLANL A121 LANDSCAPE L LA -5 REFLECTED CEILINGL 11 LANDSCAPE PLAN LA -6 EXTERIOR ELEVA11ONS A221 LANDSCAPE LA -7 INTERIOR L V A231 --1.1 LANDSCAPE PLAN LA-(INTERIORELEVATIONS A232 C-1.2 LANDSCAPE PLAN LA -9 ECTIO S 301 C-1.3 STANDARD LSCAPING DETAIL LA -10 ALL SECTIONS A302 C-1.4 DETAIL SHEET A501 C-1.5 DETAIL SHEET A502 C--1 DETAIL SHEET A03 C-2 SCHEDULESA601 C- -7 C-10 STRUCTURAL -11 -1 2 GENERAL NO S-001 C-13 GENERALNOTES S-°002 C--14 GENERAL NOTES 5--003 -15 STORM MAIN GENERALNOTES S--004 C-16 GENERALNOTESS--005 C--17 PROJECT LOCA11ON PLA -°1 TYPICAL DETAILS 5--101 C-18 OVERALL SITE LATYPICAL DETAILS S-102 C-19 STORMDRAINAGE PLAN SD -3 TYPICAL DETAILS S--13 C-20 STORMI L ICL DETAILS S-104 C-21 STORM DRAINAGELTYPICAL DETAILS 5--105 C-22 STORM DRAINAGE PL ICL DETAILS 5--106 C-23 TORM DRAIN PLANPROFILE '-7 TYPICAL DETAILS 5--107 --24 STORM DRAINA PROFILE FOUNDATION LA S-201 DRAINC-25 STORM L FILE LA S-202 C-26 STORMI FILE SD -10 DETAILS, --501 C-27 SITE ELECTRICAL MECHANICAL PLUMBING -1 OVERALL POWER PLAN -1 MECHANICAL FLOOR & ROOF PLAN M-1 —°2 ELECTRICAL PLAN SE-2PLUMBING FLOOR PLAN, DETAILS, & SCHEDULES Pa -1 F-3 ELECTRICAL PLAN ELECTRICAL PLAN SE -4 ELECTRICAL PLAN SE -5 HORIZONTAL CONTROL TABLE SINGLE LIE DIAGRAM & SCHEDULES -°-7 DETAILS SE -8 IR -1 IR -1.1 IR -1.2 IR -2 BUILDING ELECTRICAL IR -3 I _ SYMBOLSLIST, DETAILS, AND CODE RULES --0 IR-5IR-5 OVERALL SITE LA SS -1 PANEL SCHEDULES FIXTURE SCHEDULES E-0.1 ISEWER PLANE 24 E-0.2 IR -7 SEWER PLAN PROFILE SS -3 TITLE 24 E--0.3 I - PARTIAL SITE L -1 IR-9IR-9 LIGHTING AND POWER PLA E -- I -1 IR -11 IR -12 IR -13 TRAFFIC STRIPING & SIGNING PLAN I I� WATER OVERALL s { r LA WATER • A Im Em tr. r WOMM 24'1111 r*I4 REGIS CIVIL • 46515 CITY OF 11►. AVENUE 1501 { : BAKERSFIELD, CA 93301 ,�.... _ _RIP TION SSSS... ... SSSS { # & + ABBRE117A ADD SEE ADDENDUM NO. 2 I �. CONFO �J n 3 Y SHEET INDEX WA ABBRE VIA TIONS ale Name Base—KENTi)—Phose2 Drawn: DP STATE FARM SPORTS CRY OF CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer. ra � 7.1-207 SHEET Hoa 1 pots: 31151/72 Checked 8y. 9001 ASHE ROAD CS --2 of 126 0 1 3 i n ■ x x CITY OF BAKEERSFIELD 15 �ENUE�F OFf CAO o � K SEIELD CAV 93301 BA ER , M 1 6• DA TE Q � j I' i FIELDS l ■ —D / f i /X .� NEW STORM DRAIN LINE TO POINT OF CONNECTION AT WEST OF PLAY PAIR DRIVE. SFE SHEET SO -1. t mwjjmoTIVE iii_--- ---------.--- �' ------ -- ---w ���� � 1� a$� I I I 1 p�1Go ." P 4\ti�'�1°' I I I �1 i 1 I • 1 I ' I �a� ,��• �eNEW S00C4 .1 I I I f��gG ti I 1 1 k 1 1�1 c I 1 1,1 E-- _—_ --T CITY OF BAKEERSFIELD 15 �ENUE�F OFf CAO o � K SEIELD CAV 93301 BA ER , � 1 6• DA TE Q � j I' i FIELDS l f! I� T —D / f i /X .� NEW STORM DRAIN LINE TO POINT OF CONNECTION AT WEST OF PLAY PAIR DRIVE. SFE SHEET SO -1. t mwjjmoTIVE iii_--- ---------.--- �' ------ -- ---w ���� � 1� a$� I I I 1 p�1Go ." P 4\ti�'�1°' I I I �1 i 1 I • 1 I ' I �a� ,��• �eNEW S00C4 .1 I I I f��gG ti I 1 1 k 1 1�1 c I 1 1,1 f M _.._.._.._._________-_-______�_________i E-- _—_ --T CITY OF BAKEERSFIELD 15 �ENUE�F OFf CAO o � K SEIELD CAV 93301 BA ER , REVISIONS No. DA TE a � j I' t FIELDS l f! bAs, T i INVe � f M _.._.._.._._________-_-______�_________i I� * Exp.6-30-13 CITY OF BAKEERSFIELD 15 �ENUE�F OFf CAO o � K SEIELD CAV 93301 BA ER , REVISIONS No. DA TE DESCRIP TION � j I' t l f! bAs, T i I� * Exp.6-30-13 CITY OF BAKEERSFIELD 15 �ENUE�F OFf CAO o � K SEIELD CAV 93301 BA ER , REVISIONS No. DA TE DESCRIP TION II I' t f! bAs, T i 1�1 � i d 111 � I'I � 1 1 I ,J # 1�1 I 1 I�1 I i'1 1 I 1 I 111 I , -------------------- �—_ _—_,_.__......._._.�.._-----__-------- J 1 1 if 1k SCALE: 7 `60' 9t I If It it Ii Ei Af 44,W,7 - REGISTERED C1 VI L N GI NEER C 46515 * Exp.6-30-13 CITY OF BAKEERSFIELD 15 �ENUE�F OFf CAO o � K SEIELD CAV 93301 BA ER , REVISIONS No. DA TE DESCRIP TION SEE ADDENDUM NO. t f! bAs, x w r i• r � w •. r 7 '�' �R WO • w / ` • w it w .w w ..: .- APINK, ( = w = . .. ..... • A i ♦ 5 is y 7 i• f I I .f J ♦ bf w• r r ,.+.. �. w. . w rw= = s w, ww "vrwr s w r .� ,► s w♦w111T iW w s [t W Y ♦ <M Arstay _ I ow M a 104031 ZwoA _ A 1z f^ i Va 3 AW bAs, x La a 7.1-207 0 SHEET NO. CS -4 OF 725 I P, Z n SEE SHEET 7TOO 2, - - - - - - - - - - - - - -- '17 . . . .............. . • NEW '00TBAL4 FIELDS iI .:.,:»,:»..,.».»,.,. r ,.,n,...m.,..,».:..�..r�. _,.�.m..m...vmn...m,w,:.,•m,^�»�.»:..,.r».,,,,.�..�,..:,�.n,.x...k....,n.,,,:,�.,,..,�rc�,.�...,..,..,. »n. I � -------------- - -------- --------------------- 1 � � ...rr � } fr I 11 � t � II' FT------- -A I C � � I# I II x ,ii — — — — — — — — — — — — ...® — — — L IL --— — — — — — — — SEE SHEET C--1® MCKEE ROAD 2sfOo .30d 00 31+00 ir---------------------- 7 ----------------------- - — — — — — — — — — — — — — — — — — — — — I if 11K olu If It 011 91 N It tif If CI 41 F 41 NEW S C4tA FIELDS if If It 11 t If ......... if - - - - - - - - - - ....... ...... 7— F�,,,»,..N.� it If If ..... . ... . ....... . .... . ... . If ..... . ............ 11 f1f If 11 j 1�1 � � „ 1 1 ? � I 7q� if If If JIL ---------- T- — — — — — — — — — — — — — — — — — — — — M.H. EXISTING BUILDINGS SHEET C-1.4- SEE SHEET C-1.5 ---------- Job No.: P2K219 3!" V.. �oq%7 F- REGISTERED CIVIL) ENGINEER Lmj C 46515 rn X I Exp. 6-30-1 11+ RA REVISIONS No. DA TE DESCRIPTION WN WWX.1 N WIMN A A SEE SHEET C--1® MCKEE ROAD 2sfOo .30d 00 31+00 ir---------------------- 7 ----------------------- - — — — — — — — — — — — — — — — — — — — — I if 11K olu If It 011 91 N It tif If CI 41 F 41 NEW S C4tA FIELDS if If It 11 t If ......... if - - - - - - - - - - ....... ...... 7— F�,,,»,..N.� it If If ..... . ... . ....... . .... . ... . If ..... . ............ 11 f1f If 11 j 1�1 � � „ 1 1 ? � I 7q� if If If JIL ---------- T- — — — — — — — — — — — — — — — — — — — — M.H. EXISTING BUILDINGS SHEET C-1.4- SEE SHEET C-1.5 ---------- Job No.: P2K219 3!" V.. �oq%7 F- REGISTERED CIVIL) ENGINEER Lmj C 46515 rn X I Exp. 6-30-1 CITY OF BAKERSFIELD C/vk UNCAV933� BAKERSFIEOFCD, REVISIONS No. DA TE DESCRIPTION ie F -I 1 - ...._ 601, SCALE. j "jCONFORMEDSE'l, i SITE 1DEVELOPMENT ROUGH - GRADING ( I , N 1" 1110 7.1-207 x SHEET NO. C-1. 1 OF 125 2 3 c-- 0 t— o 0- U) W J'• N 0 C7 �I C� w, w z Li N E_i r -- �BURRITO" DRAINAGE IF FUTURE McKEE ROADWAY - TOE OF BERM ---_ 1--- GRADE BREAK ar Ar M ej� ..Aff- ... AT NOR THWES T CORNER OF PHASE 2 SITE 2TIAM Vi i M 20% 0 Z161U11M., 27+00 McKEE ROAD la, �� , Mil M REGISTERED C IL ENGINEER ' 0 46515 * Exp. 6-30-13 CITY OF BAKERSFIELD�',� BAKERSFELD,vi 1501 NCAU93.301 ENUEq�FflF,OA� REVISIONS No. DATE DESCRIPTION o/ f / f 1 (NOTwINA.,CONTRACT) STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 1 _ _ ) : IM 7.1-207 W yrs_ SHEET NO. C— 9.2 OF 925 1 2 3 7-- y Y Y y Y Y Y Y y Y y 7+00 .28-� 0029+00 30+00 J1+00 32+00 r- -- } - {- -- -- 2 0 "BURRITO" DRAINAGE J TOP OF BERM TSE` OF BERM „ � 'ADE BREAK F f � 33+00 34+00 p� . \Ib 4 I` ---------- t EE� t 4 NEW OC IELDS {0 00 F— ZOM6LTMIJ*J� "BURRITO- DRAINAGE r GRADE BREAK Li 41 � s P a f F f J S i t __, ,.,__, .. _.,~M...N. .� — .�....... _,.._ — — — .�._ — __.. — — — _...._ - .�.., .--� — _�_., — — _._ _.. — _..._ ,,.,. _._. ,_.._.........�....... � ._ � _ _. _ � � _ _ __ 177 4� r1V LfUGH Cdwi` DINEA"ih PLAN (17 r vM 41m"�ORS SITE File Nama, Bos--KEN711-Ph a 2 Drawn: DP DEPARTMENT%...r.0-ALIFORNIA PUBLIC WORKS Job IIIc.. f'2K21 Enineef: 7A Date: 3115112 Checked By,,%ruaei M� �ta oR(3F ESS /G ,\ 10 5/15 Ll 2- 4P°� REGI TERELl Ef�JINEER c 4651 Exp.6-30-13 CITY CSF" BAKER FIELD 0.1 �"� BAKERSF EL J CAV93301 OF l GAOL REVISIONS -..---Alo. DATE DESCRIPTION Request for Information 019 Detailed, RFIs Grouped by RFI Number 1 L011 - stat Farm Sports Village Phase 2Project # 1 L01 I 9001 Ashe Road Tel' 661.827.4 Fax. 661-827-6582 (I # Bakersfield,. CA 93313 f � F2F1 ia19 t*P Answer Company AnswDate Created: 811612012ti ered ey Author Comparny Authored By S C, Anderson, Inc. Rhonda Shoutter 1 Ashe Road Bakersfield, CA 93313 i Co -Respondent Author RFI Number Fk subject Discipline Category �9 East Swale Adjustment Architectural Field Condition Cc: Company Marne Contact Name Copies Notes Ques Dwg,: on Date Required: 812212012 ADE BREAK # The drainage Swale on the southeast corner of Cm2 appears to have been graded 4-5 feet too far to the west. Per our field discussion, the swrale and burrito trench are to be adjusted per the rough grading provided. ;SGA will provide a dimension Of off -set on .as -built drawings. Please Confirm, Suggestion l l Answer Ciatar Answ { C5 l i manager Printed OW 8115/2012 Protog8 _Template I i} it, a a e� > tl t it . ibCONFORMEDSET At a AF R OUCH GRADING PLAN Air M (N(01ftTwJNwC;ft0NTRA STATE FARM SPORTS VILLAGE _ " PHASE 7.1-207 1 r4SH OA 0 fi b .SHEET NO. C---1.3 OF 125 1 2 3 EE� 4 Request for Information 019 Detailed, RFIs Grouped by RFI Number 1 L011 - stat Farm Sports Village Phase 2Project # 1 L01 I 9001 Ashe Road Tel' 661.827.4 Fax. 661-827-6582 (I # Bakersfield,. CA 93313 f � F2F1 ia19 t*P Answer Company AnswDate Created: 811612012ti ered ey Author Comparny Authored By S C, Anderson, Inc. Rhonda Shoutter 1 Ashe Road Bakersfield, CA 93313 i Co -Respondent Author RFI Number Fk subject Discipline Category �9 East Swale Adjustment Architectural Field Condition Cc: Company Marne Contact Name Copies Notes Ques Dwg,: on Date Required: 812212012 ADE BREAK # The drainage Swale on the southeast corner of Cm2 appears to have been graded 4-5 feet too far to the west. Per our field discussion, the swrale and burrito trench are to be adjusted per the rough grading provided. ;SGA will provide a dimension Of off -set on .as -built drawings. Please Confirm, Suggestion l l Answer Ciatar Answ { C5 l i manager Printed OW 8115/2012 Protog8 _Template I i} it, a a e� > tl t it . ibCONFORMEDSET At a AF R OUCH GRADING PLAN Air M (N(01ftTwJNwC;ft0NTRA STATE FARM SPORTS VILLAGE _ " PHASE 7.1-207 1 r4SH OA 0 fi b .SHEET NO. C---1.3 OF 125 1 2 3 PA GRADE BREAK u \'i — u u ki u u U U \Z:�5d U L lLj--,A L:::�/ U U \-J \z:,'J I r-4 0 A 3 Oka V77 lcq� Rol J ;b UIN lvoy L C" -j j- . . . . . . . . . . . . ri$ --------------------------------------- -------- ----------------------- ---------------------- — L -H 4)¢�\�c;'BURRITO" DRAINAGE f GRADE BREAK EXISTING SOCCER FIELDS 0) EXISnNG EDGE OF CONCRETE SLAB ROUGH GRADING PLAN (BY07HER"a� A T SOU THWES T CORNER OF PHASE 2 SITE SCALE.- 1'*"�-30" File Nome: Base-KEN711-Phase2 Drawn: DP C/7Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer: TA Date: 3115112 Checked By. A, REGISTERED CIVWENGINEER C 46515 M \r CITY OF BAKERSFIELD 1,501 AmBAKERSFIELDNCAV93,301 OF' CAL��®fir tt ZZ REVISIONS No. DA TE DESCRIPTION A JJ A ig C�t OF 125 EI tI CQ 2 3 L GRAPE BA GRADE BREAK u \'i — u u ki u u U U \Z:�5d U L lLj--,A L:::�/ U U \-J \z:,'J I r-4 0 A 3 Oka V77 lcq� Rol J ;b UIN lvoy L C" -j j- . . . . . . . . . . . . ri$ --------------------------------------- -------- ----------------------- ---------------------- — L -H 4)¢�\�c;'BURRITO" DRAINAGE f GRADE BREAK EXISTING SOCCER FIELDS 0) EXISnNG EDGE OF CONCRETE SLAB ROUGH GRADING PLAN (BY07HER"a� A T SOU THWES T CORNER OF PHASE 2 SITE SCALE.- 1'*"�-30" File Nome: Base-KEN711-Phase2 Drawn: DP C/7Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer: TA Date: 3115112 Checked By. A, AREA OF GRADING WORfv (Stt ENL LAN PHASE 1 T H I S3 Affill, E D P PLAY FAIR DRIVE I sit -1 loiff � I iffilr io (N0TmlNAwC0NTRACT)____; STATE FARM SPORTS VILLAGE - PHASE 2 7.1-207 9001 ASHE ROAD 101 REGISTERED CIVWENGINEER C 46515 M Exp. 6-30-13 CITY OF BAKERSFIELD 1,501 AmBAKERSFIELDNCAV93,301 OF' CAL��®fir REVISIONS No. DA TE DESCRIPTION A JJ A C-1.4 OF 125 1 2 3 AREA OF GRADING WORfv (Stt ENL LAN PHASE 1 T H I S3 Affill, E D P PLAY FAIR DRIVE I sit -1 loiff � I iffilr io (N0TmlNAwC0NTRACT)____; STATE FARM SPORTS VILLAGE - PHASE 2 7.1-207 9001 ASHE ROAD 101 v J SHEET NO. C-1.4 OF 125 1 2 3 lk� a rr BURRITO DRAINAGE C — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C- — - — - — - � � � . ; it � r�����,�_»�,n.»..,:......N,,�».,._.,»�,�....,»,��,,,�..,rAvx„rx».,..»,...,».u..�av.:..............�,,...,»��,..,..,_.,.w,��,.s....»a.u.,.�_.»w.N...�.�_,v,. -- — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — _,V,,..,�N»....»�..�.�,.,..v�.x»..:,_�...�.,N.�.»»,.�M,. N Pr2 ARKING LOT t LQ NEW SPCCER. IFIELDS lb fir GRADE BREAK �,60# 0,1 I # fi U1 ITT lb b 43 NEW MA*MENANCE BLDG. Emig;-lizi ' . . . ........ N5 ro jQi Qi. r45 — — — — — — — — — — — — — - — - — - — - — - — - — -- n--- — — — — — — — — — — — — — — — — — — — — - i — — — — — — — — — — — — - -A — — — — — — — — --- — — — — — --- — — — — — — — — — — — — — — — — — lill 11 lmii''11111!1 I J, it ll ZZ o5o 0 '5t< /tO\\ — -------------------- - — - — - — - — - — - — - -------- ----------------- =— -H a \— GRADE BREAK 0 EXIS77NG EDGE OF CONCRETE SLAB b No-: P2K219 PUBLIC WORKS DEPARTMENT 'il/o 4Z M m gal willblZi mumob"I IM ftl MOM � 67: mbi WIT OMEN" MR10 MATCH GRADE AT EXISTING EDGE OF S106W4LK " *N "'Slo CD REGISTERED CIVIL) ENGINEER u.j C 46515x * Exp. 6-30_13 * CITY OF BAKERSFIELD c m 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF' CA�- REVISIONS No. DATE DESCRIPTION 1 IlA 11 e". =IfMaoiml E��j 2 AREA OF GR ING WORK-----� (SEE LARGED PLAN IS SHEM PHASE 1 CORMED NFOSt I ft (NOT—IN—CONTRACT) Ora wn: DP STATE I=ARM SPORTS VILLAGE — PHASE 2 SHEET NO, Engineer TA 7.1-207 Checked By.° -49t4 9001 ASHE ROAD C-1.5 OF 125 0 1 2 3 A Ru"UGH GRADING PLAN e". k!'i ft (NOT—IN—CONTRACT) Ora wn: DP STATE I=ARM SPORTS VILLAGE — PHASE 2 SHEET NO, Engineer TA 7.1-207 Checked By.° -49t4 9001 ASHE ROAD C-1.5 OF 125 0 1 2 3 C-CII)i > SEE SHEET C-2 fF SEE SHEET C-3 ------------- 26 MCKEE ROAD 27+00 MOO 3t Oa J2+00 � 14� j � � g # { r ia,.,,,.,.mw.,..,..».,..w...»„w.,.w,.,.,,....,,.,..,,,,.,,,,,,,,,,;,,,,, -- - - - - - - --- - - - - - - - - - -7 . ......... r ........... I1III' .' l`�..�IIIiIIIII I�����+�� ......,'' IlIII IIjIiIIIIII(II FIELD #14 w wFw F— T T FIELD #15 FIELD #16 m:j r % .. . ........ JJ, --�iiII1I1;IIIt A C-6 IIII�II c- NEK M T iNEW,f'OOTBALk IFIELDS F_ NEW S OC440 FIELDS 7 �777 I 7, RKNI I, Iu ........... 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If R TR” fit I � # � ES ------------------ LL J I L -ii iI T-------------- — — — — '.jI _I,w ,-- - _ w . —w”' - i a I Imo._ _ _ --Woo #40mm"m —WOO SEE SHEET C-4 EXISTING BUILDINGS SEE SHEET C-5 UH4. — — *4 pTlii i- - i4i I REGISTERED CI L. ENGINEER C 46515 Exp. 6-30-1 13 CITY OF BAKERSFIELD cm 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OFF" CPA�0� REVISIONS NO. DA TE DESCRIPTION A fNik I E71 SCALE. 1 =60 'CON -FORMED 51FE DEVELUPMENF PLAN M'. RUM �AU FINE GRADING WAS I SITE DEVELOPMENT PLAN= FINE GRA DING PUBLIC WORKS DEPARTMENT Job No.: P2K219 STATE FAMTY' SPORTS VILLAGE -PHASE 2 7.1-207 9001 A x SHEET NO. C-1 OF 125 3 6r . V> 1�1 ,to, ll 10 'WOO IIA� O ,p r ,P 406 ?06, loq >0 104 Avou 4R61> gr A ls%,�Inlor I 14011."> 4)", IVA% Atl;� 7.1-207 99 O ,p r ,P 406 ?06, loq >0 104 Avou 4R61> gr A ls%,�Inlor I 14011."> 4)", IVA% Atl;� 7.1-207 "a I r-4 h0,, -Vnll0nlTA'9 nnA]AIA^f- A+ fir, DEIDA i 1!f5b9llrjmmFl - SITIT MAM AT NOR THWES T CORNER OF PHASE 2 SITE PUBLIC WORKS DEPARTMENT Job No-: P2K219 liDate: 3115112 r7- — — — — —,K- -r ------- V-7 -------- y y y I y y tKi I bl& 26+oo A 27+00 -�� - -T-Tjjj firlpfffl(H !'70 A 28+0 MAW�7 �4M* EER T REGISTERED Cl VIL KyG/N C 46515 yk Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE Civi BAKERSFIELD, CA 93301 Or- cAb� REVISIONS No. DATE DESCRIPTION A 3/30/12 ADD GRADE ELEVA 77ONS PER ADDEWYM NO. 2 A GENEIC4L NOTES - 1. ALL WORK SHALL COMPLY WTV 7HE 2006 STA 7E OF CALIFORNIA DEPARTMENT OF 7RANSPORTA 77ON "STANDARD SPECIRCA 77ONSO AND 'STANDARD PLANS", AND ALL AMENDMENTS, LAWS, AND ORDINANCES AS SPECIFIED BY 7HE aTY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES 2 ALL INFORMA77ON SHOW ON THE DRAWNGS RELA77VE TO EXIS77NG COND1770VVS IS PROWDED AS BEST POSSIBLE RNAL RESPONSIBLITY OF VERIRCA 77ON AND ACCURACY IS THE CON7RACTOR'S ---,MCKEE ROAD rmq' g 4 .. . ....... '-x *!Riz L Lim "1 11, 1� . .......... 0 EHA5E PLAY FAIR DRIVF. 0 KE ur' MA 1 pmft CONFORMED S Emw STATE FARM SPORTS VILLAGE — PHASE 2 9001 ASHE ROAD I Jill Ift TOM 7.1-207 SHEET NO. C-2 OF 126 0 1 a ql'A 28+00 yy y y y y y y y -McKEE ROAD 29+00 Jo+00 31 f00 32+00 33+00 34+06 "BURRITO- DRAINAGE T TOE OF BERM GRADE BREAKS % 7-7 —w --A 007. 1. 041wo 1.047. b — — — — — — — — — — — — — — — — — — -- ...... ..... 1.067. 'Foy ... ..... N — — — — — — — — — — — — — — — — — — — — -- – — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — ...... ....... F z Lu is Q1 J ok oj GRADE BREAK 11 P'4K i CCER F, IELDS NEW s- W 0 lb�y . . . . . ........ J/ ....... . ... . ... . ...... GiUDING PLA ... ............. .... FINE AT NOR THWES T CORNER OF PHASE 2 SITE N ,job No.: P2K219 PUBLIC WORKS DEPARTMENT Wf"fiffiegifffis remr-pr4w.'lyvm ol a rv�— _„- — — -- A -- � REGISTERED Cl VIL ElkPNEER C 465115 Exp. 6-30-13 CITY OF BAKERSFIELD c/vl 1501 TRUXTUN A VENUE OF- CAO� BAKERSFIELD, CA 93301 REVISIONS No. DA 7E DESCRIPTION 3/30/12 ADD GRADE ELEVA 77ONS, PER ADDENDUM NO. 2 ,A I A 1 2 II 45 11 A 11 R9 SCALE: I "�-301 lill iiiw– - - "Al STATE FARM SPORTS VILLAGE - PHASE 2 90014,SVE.POAD 9A 0 'es”, tWl A%# 45 't, Mm' IlRi" , kL ao 9 w 7.1-207 x 1 SHEET NO. C-3 OF 126 M, d =7 PC= ZrAl w Job No.: P2K219 EXISI SCALE: I "�—JO` FNGS F�A11 F 21%7 STATE FARM SPORTS VILLAGE — PHASE 2 i# ASHE ROAD WonMIIIII O RMED -SET mg 7.1-207 SHEET NO. C-4 OF 126 0 1 2 3 c 46515 xp. 6-30-13 REVISIONS DESCRIPTION 3/30/12 ADD GRADE ELEVA 77ONS PER ADDENDUM NO. 2 J17M STATE FARM SPORTS VILLAGE — PHASE 2 i# ASHE ROAD WonMIIIII O RMED -SET mg 7.1-207 SHEET NO. C-4 OF 126 0 1 2 3 I .yam �blm NO c- 0 o 0 ..... ... II I 1.067. Og. P "b :........vv« �g� 14 . ...... ca M DG.1 . ....... . . . --l-11-11,11-11-1 X1, IN - — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — -- — DA 7E DESCRIPTION 3 /12/12 ADD GRADE ELEVA PONS PER ADDENDUM 'NO. 2 10i fl A MATCH GRADE AT EXISTING EDGE OF Wbi4LK 1 i- fX 1 C ria 1; 1; -c AqTER ..I - 1 . ...... ca M DG.1 . ....... . . . --l-11-11,11-11-1 X1, IN - — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — -- — Qv 1.0ox 0.827. .1 ......... ... .. I O - - - - - - - - - - - - - - - - - -- - - - - - - - - ,a, - - - - - - 77, -BURRITO- DRAINAGE GRADE BREAKS EXISTING EDGE OF CONCRETE SLAB �Ipp--�� #FAA }i 1t g i zz cz Q5j k Ij GRADE BWEAK DA 7E DESCRIPTION 3 /12/12 ADD GRADE ELEVA PONS PER ADDENDUM 'NO. 2 10i fl A MATCH GRADE AT EXISTING EDGE OF Wbi4LK 1 i- Qv 1.0ox 0.827. .1 ......... ... .. I O - - - - - - - - - - - - - - - - - -- - - - - - - - - ,a, - - - - - - 77, -BURRITO- DRAINAGE GRADE BREAKS EXISTING EDGE OF CONCRETE SLAB �Ipp--�� #FAA }i 1t g i zz cz Q5j k Ij GRADE BWEAK No. DA 7E DESCRIPTION 3 /12/12 ADD GRADE ELEVA PONS PER ADDENDUM 'NO. 2 fl A MATCH GRADE AT EXISTING EDGE OF Wbi4LK 1 i- all �X4 55 No. DA 7E DESCRIPTION 3 /12/12 ADD GRADE ELEVA PONS PER ADDENDUM 'NO. 2 fl A ff AP A AV, RN M rfzm UR , JoAfAwAtIT110011DAIA 437" EM, SEE DETAIL r2 I \C & DRAINAGE SWALE & -BURR1T0'---------. NORIH A' &I'lizu0*410-1 NOT TO SCALE k, -- — mama — — — ---- ) wisl � Fjff.x t b k-� ------------ ) no Z , AM, NOT TO SCALE Job No.: P2K219 Engineer TA FAflVf%Jff=97AG t000-7 --- -1 SEE DETAIL 4ft DRAINAGE SWALE & "BURRI TO" r1r %I REGISTERED CIUL ENGINEER C 46803 Exp. 6-30-1 CITY OF BAKERSFIELD cm 1501 TRUXTUN AVENUE OFF C ALtF BAKERSFIELD, CA 93,301 REVISIONS No. DA TE DESCRIPTION ra " pli ji A TL 11 CONFORMED STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET NO. C-6 OF 125 2 ra " pli ji 'Z w Am -40 0 7.1-207 SHEET NO. C-6 OF 125 2 III u =*I NORTH 0 (.,UMt* Ult ZIMIUKAUL .SECTION C -C (LOOKING EAS12 NOT TO SCALE 0 WTUTWFAIIIIIII NFORMED SET.,J- Re Name: Base—KEN71 I—Phose2 Drawn: DP STATE FARM SPORTS VILLAGE - PHASE 2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job Na.: P2K219 Engineer, TA 7.1-207 Date: 3115112 Checked By, -z%" 9001 ASHE ROAD u okof ESS iDEAN REGISTERED CIVILOENGINEER rn C 46803 Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE C/Vi\, k5A OF CAQ� BAKERSFIELD, CA 93301 15 jtg 1 -4 REVISIONS No. DA TE DESCRIPTION A A A I % A NFORMED SET.,J- Re Name: Base—KEN71 I—Phose2 Drawn: DP STATE FARM SPORTS VILLAGE - PHASE 2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job Na.: P2K219 Engineer, TA 7.1-207 Date: 3115112 Checked By, -z%" 9001 ASHE ROAD u SHEET NO. C-7 OF 125 1 2 k5A 15 jtg 1 -4 IN NA I SHEET NO. C-7 OF 125 1 2 m per` W Q) "FUTURE McKEE ROADAQP Exp.6-30-13 SEE SHEET C-9rJ Lo ON SHEET C-lJ DESCRIP TION Z "S o 0 PER COB ST9 n5 CONSTRUCT P. CC. SIDEWALK PER COB SID ST-& m n6 CONSTRUCT CASE %M` A CC CURB RAMP PER CAL 7RAX5 ST9 PLAN 4,888. n7 INSTALL CABLE BARRIER FENCE PER DETAIL J CIS ONO z TOP OF BERM CONFORM TO EAIS77NG GROUND co n9 3 8 11 4+4 yips "S • •I VI 4 K l•.-, N, 4. 0 '14 V r - — — — — — — — — — — — — — — — — — — — — — — - - — — — — -- — — — — — — — — — — — — — — — — — — — — — — — 1.0ox - - - - - - - 1.04X 13 1. 041. 1.06X . . . . . . . . . . . . . . . . m7a 9001v . . . . . . . . . . — — — — — ...a.....®. — — — ®. ®® — — — --- — — — — — — — — — — — — — — — — — — ®....m.. — — — — — — — — — — — — — — — — — - . ...... ........ ........... ...... • ......Qc_ ...... . ....... ...... - ------ tr� c /f -y T ;}�, ' 1'1 .av: ' ' r'` f'' i' :� (/ O A Q) NEWql CCER F ELDS Y/ {/ ,JN ''`` •f ``,' F fl •, v'. i I •r . ,1 ® , } Alzt: 03 16 '// , , . /N+'/ -"'.__'/N , , I -*+;:": I I C tJ . . ......... ........ . . Q1 "r m ri�/*• AAC 'lz CL NEW PARKING L 0 T SEE SHEETS C-14, C-159 & C-16 -PLAN 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 Rmm -NORTH PROF/LE 26+00 27+00 28+00 29+00 30+00 31+00 REGISTERED Cl VIL NEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 ON SHEET C-lJ DESCRIP TION 7 "S CONS TRUC T P. C C. TYPE 'M " MEDIAN CURB & ISLAND PER COB ST9 n5 CONSTRUCT P. CC. SIDEWALK PER COB SID ST-& MA TCH EXIS77NG WHERE APPLICABLE n6 CONSTRUCT CASE %M` A CC CURB RAMP PER CAL 7RAX5 ST9 PLAN 4,888. n7 INSTALL CABLE BARRIER FENCE PER DETAIL J ON SHEET 0-20. n8 CONSTRUCT BERM PER TYPICAL SEC77ONS ON SHEETS C-12 & iii CONSTRUCT CATCH BASIN PER SQ SHEETS INSTALL MONUMENT FRAME & COVER TO GRADE PER 008 ST9 ST -21. 84 L DE7EN77ON BASIN PIT AND COMPACT TO 95X REA 77 VE COMPA C 770N. INSTALL BARRICADE PER 77?AFRC PLANS. R3 coNsTRucr MONUMENT S16N PER DETAIL 1 ON SHT C-24. QN rl Qi -c c: QN. �� S s EXITIN A T FLOkJNE $ % s F f �Q �C f s 3 AT FLO WJNE N ONO L c"' vy cii aU) V RJOKINE cz, -04, 0*5 ch S= 0. 2 07, ---NEW FLO'KINE s =-a4o S=-O.,,40X "", I I 6 4_��77 I " - __/ . .............. S=—o.#oz 50$ VERTICAL L XR VE L=31.27'; 50* 77CAL URVE f -NORTH PROF/LE 26+00 27+00 28+00 29+00 30+00 31+00 AM rOWA_ -11 1 Job No.: P2K219 IFM) M� M A� � REGISTERED Cl VIL NEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 ON SHEET C-lJ DESCRIP TION COB ST9 DETAIL ST -1. "S CONS TRUC T P. C C. TYPE 'M " MEDIAN CURB & ISLAND PER COB ST9 n5 CONSTRUCT P. CC. SIDEWALK PER COB SID ST-& MA TCH EXIS77NG WHERE APPLICABLE n6 CONSTRUCT CASE %M` A CC CURB RAMP PER CAL 7RAX5 ST9 PLAN 4,888. n7 INSTALL CABLE BARRIER FENCE PER DETAIL J ON SHEET 0-20. n8 CONSTRUCT BERM PER TYPICAL SEC77ONS ON SHEETS C-12 & iii CONSTRUCT CATCH BASIN PER SQ SHEETS INSTALL MONUMENT FRAME & COVER TO GRADE PER 008 ST9 ST -21. 84 L DE7EN77ON BASIN PIT AND COMPACT TO 95X REA 77 VE COMPA C 770N. INSTALL BARRICADE PER 77?AFRC PLANS. R3 coNsTRucr MONUMENT S16N PER DETAIL 1 ON SHT C-24. 6- IZ) �Q£�EXIS77N AT FLO WJNE N ONO cii aU) cz, ch ---NEW FLO'KINE s =-a4o "", I I 6 4_��77 I " - __/ S=—o.#oz L=31.27'; 50* 77CAL URVE f AM rOWA_ -11 1 Job No.: P2K219 IFM) M� M A� � 348 344 HORIZ 1 40' VERT I _ 4' WOM LEOEND: FULL DEPTH ROAD CONSTTUC770N PARKINGLOTACPAVEMENr mw STREET IMPROVEMENT PLAN McKEE RnAD PLAN & 10-ROFILE STATE FARM SPORTS VILLAGE PHASE 2 7ml-207 9001 ASHE ROAD SHEET NO. C-8 OF 126 rwwuwa 2 I REGISTERED Cl VIL NEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 ON SHEET C-lJ DESCRIP TION COB ST9 DETAIL ST -1. "S CONS TRUC T P. C C. TYPE 'M " MEDIAN CURB & ISLAND PER COB ST9 n5 CONSTRUCT P. CC. SIDEWALK PER COB SID ST-& MA TCH EXIS77NG WHERE APPLICABLE n6 CONSTRUCT CASE %M` A CC CURB RAMP PER CAL 7RAX5 ST9 PLAN 4,888. 348 344 HORIZ 1 40' VERT I _ 4' WOM LEOEND: FULL DEPTH ROAD CONSTTUC770N PARKINGLOTACPAVEMENr mw STREET IMPROVEMENT PLAN McKEE RnAD PLAN & 10-ROFILE STATE FARM SPORTS VILLAGE PHASE 2 7ml-207 9001 ASHE ROAD SHEET NO. C-8 OF 126 rwwuwa 2 I Rl CONSTRUCT A. C PA VEMENT PER DETAIL 1 ON SHEET C-12. R2 CONSTRUCT A.0 PAVEMENT PER DETAILS 2 & 4 ON SHEET C-lJ CONSTRUCT P.C.C. TYPE '18" CURB & GU77ER PER COB ST9 DETAIL ST -1. CONS TRUC T P. C C. TYPE 'M " MEDIAN CURB & ISLAND PER COB ST9 n5 CONSTRUCT P. CC. SIDEWALK PER COB SID ST-& MA TCH EXIS77NG WHERE APPLICABLE n6 CONSTRUCT CASE %M` A CC CURB RAMP PER CAL 7RAX5 ST9 PLAN 4,888. n7 INSTALL CABLE BARRIER FENCE PER DETAIL J ON SHEET 0-20. n8 CONSTRUCT BERM PER TYPICAL SEC77ONS ON SHEETS C-12 & iii CONSTRUCT CATCH BASIN PER SQ SHEETS INSTALL MONUMENT FRAME & COVER TO GRADE PER 008 ST9 ST -21. 84 L DE7EN77ON BASIN PIT AND COMPACT TO 95X REA 77 VE COMPA C 770N. INSTALL BARRICADE PER 77?AFRC PLANS. R3 coNsTRucr MONUMENT S16N PER DETAIL 1 ON SHT C-24. 348 344 HORIZ 1 40' VERT I _ 4' WOM LEOEND: FULL DEPTH ROAD CONSTTUC770N PARKINGLOTACPAVEMENr mw STREET IMPROVEMENT PLAN McKEE RnAD PLAN & 10-ROFILE STATE FARM SPORTS VILLAGE PHASE 2 7ml-207 9001 ASHE ROAD SHEET NO. C-8 OF 126 rwwuwa 2 I N Li ry Li J z 0 �i m 0 0 _j a_ I PM 610 ffimv 0®1 1 _rk 1 0-% r'_ k a a B r- r— r% 114 . r.. 1. a . a .1 -PLAN 24+00 No ------ Y'____'H0R1Z I"_40' A- '77 7'777�_ mm"7, 7' 77"' 77 7, 777-777' VERT 1'#= 4 No NORTH 1121fix"OFILE No m REGISTERED CIAJ ENGINEER L=u C 46515 Exp.6-30-13 CITY OF BAKERSFIELD CIVI 1501 TRUXTUN AVENUE age OF JJ BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION . . . . . . . . . . 11 3 II 4 yy Co IT EXIS 77N GROUND FLO k1AF ug p"_ FLOK CN) iz- Q) (01 I—FURIRf FLOC PLINE —EXISTN" FLOKINE aso -0.40 A' 7� "loam —0.40 FUMN FLOKINf 4=10J.67' z 1 i 2i "17 + .40 NORTH 1121fix"OFILE No m -0, i No.: P2K219 Jill p_" MW. A FaM %w7 W� it %qo�t 31134 c) REGISTERED CIAJ ENGINEER L=u C 46515 Exp.6-30-13 CITY OF BAKERSFIELD CIVI 1501 TRUXTUN AVENUE age OF JJ BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION . . . . . . . . . . 11 3 II 4 yy EXIS 77N GROUNGROUND?A T FLOC PLINE Z' FUMN FLOKINf z 1 i 2i "17 + .40 'L=47120 EXIS17NG FL01k1N'E______1' L=3I.27' L=X.56' -0, i No.: P2K219 Jill p_" MW. A FaM %w7 W� it %qo�t 31134 c) REGISTERED CIAJ ENGINEER L=u C 46515 Exp.6-30-13 CITY OF BAKERSFIELD CIVI 1501 TRUXTUN AVENUE age OF JJ BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION A 11 3 II 4 CONSTRUCTION NOTES: CONS 7RUC T A. C. PA VEMEN T PER DE TA IL 1 ON SHEET C-12. n2 CONS TRUC T A. C PA 11ill T PER DE TA It S 2 & J ON SHEET C-13 CONS7RUCT P.C.C. TYPE 18" CURB & 6UT7b? PER COB S7D DETAIL ST -1. CONS7RUCT P.C.0 TYPE V MEDIAN CURB & ISLAND PER COB S7D F51 CONSTRUCT P. CC SIDEWALK PER COB S7D ST -8 MATCH EXIS77NG *HERE APPLICABLE CONSTRUCT CASE r CC. CURB RAMP PER CAURANS S7D PLAN A888. INSTALL CABLE BARRIER FENCE PER DETAIL J ON SHEET 0-20. 8 CONS7RUCT BERM PER TYPICAL & SE077ONS ON SHEETS C-12 C ­1J ng CONSTRUCT CATCH BASIN PER SD SHEETS INSTALL MONUMENT FRAME & COVER TO GRADE PER 10 -.4 1 IF 0-09 FIAL DEPTH ROAD CONSNUC770N PARKING LOT AC PAVEMENT s OT uONFORMED tT L A- AMW ar Mp A Ap Aw STATEFARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 000- I IN SHEET NO. 7.1-207 C-9 OF 125 0 1 2 3 MY • 10 A A, 20+00 U. vzro — — — — — — — — — — --- — — + 10 V&T a p MIMI- iii. o' 5 f lip III' F TOP OF BERM + 'P F TOE OF �,EW 5 19 r1l S 91 SH EETJ 11 C7 WEST PROFILE 12+00 13+00 14+00 15+00 16+00 17+00 REGISTERED CIVIL. ENGINEER C 46515 Exp. 6-30-113 . ................ KERSFOF CAQ�""ELD, 93301 No. DA TE DESCRIPTION 1 11 77/ IG GROUND AT FLC KINE IO CS C14 N-4 Cos EXIS771IG GROUND AT FL WUNE 2s: _FUTURE flOWUkE s=a 40X FU77JRF FLOKINE S=0.5014 = S —a 2ar. . S=0 4 1 IY! 7 i. lo6 38Z aagq S= -0.20,r, L=4Z 12' I 501"' L= Z12- L=wuu.6 1! VER77CAL' CURVE VER 77CA L I CURVE WEST PROFILE 12+00 13+00 14+00 15+00 16+00 17+00 PSI I Ap fp;v lrrr,-If-jMriA AP A 7 AAR REGISTERED CIVIL. ENGINEER C 46515 Exp. 6-30-113 . ................ KERSFOF CAQ�""ELD, 93301 No. DA TE DESCRIPTION 1 11 77/ IG GROUND AT FLC KINE IO CS C14 N-4 Cos _FUTURE flOWUkE s=a 40X = S —a 2ar. L=4Z 12' 501"' L=wuu.6 VER 77CA L I CURVE PSI I Ap fp;v lrrr,-If-jMriA AP A 7 AAR LEGEND. - FULL DEPTH ROAD CONSTRUCTION PARKING LOT AC PAVEMENT REGISTERED CIVIL. ENGINEER C 46515 Exp. 6-30-113 CITY OF BAKERSFIELD cm ENUE XTUNCAV KERSFOF CAQ�""ELD, 93301 No. DA TE DESCRIPTION 1 11 IO LEGEND. - FULL DEPTH ROAD CONSTRUCTION PARKING LOT AC PAVEMENT 7.1-207 SHEET NO. C— 10 OF 125 k"'V" fg "MZ W-`_"" 7.1-207 SHEET NO. C— 10 OF 125 kJ m A im o,of ESS / ov EXISTING GROUND FUTURE McKEE ROADWAY ILI E 9+00 Li < -------- ct Z zo FUTURE NOI�tE ROAD m 352 EXIS 77NG GROUND A T FLO KINE NEW Naas= HORIZ 1 =40 VERT I 't'*- 41 REGIS TERED Cl Vl EIV GI NEER LQC 46515 x Exp. --30-13 CITY OF BAKERSFIELD11 1501 TRUXTUN AVENUE Civi N\ BAKERSFIELD, CA 93301 OF' CA0 REVISIONS No. DA TE DESCRIPTION T A I 11 1z' GROUND A T F MATCM LOWNE Lo� FUTURE f INE OK 7.20 _1..80 lZ C I I cl :9 8- L= 4Z 12' 352 EXIS 77NG GROUND A T FLO KINE NEW Naas= HORIZ 1 =40 VERT I 't'*- 41 REGIS TERED Cl Vl EIV GI NEER LQC 46515 x Exp. --30-13 CITY OF BAKERSFIELD11 1501 TRUXTUN AVENUE Civi N\ BAKERSFIELD, CA 93301 OF' CA0 REVISIONS No. DA TE DESCRIPTION T A I 11 lZ C I I cl :9 8- f MATCH. GROUND AT FLO 10 LINE FI—FU7ZIRE FLOl INE S= 0;S0 r. L ............... 352 EXIS 77NG GROUND A T FLO KINE NEW Naas= HORIZ 1 =40 VERT I 't'*- 41 REGIS TERED Cl Vl EIV GI NEER LQC 46515 x Exp. --30-13 CITY OF BAKERSFIELD11 1501 TRUXTUN AVENUE Civi N\ BAKERSFIELD, CA 93301 OF' CA0 REVISIONS No. DA TE DESCRIPTION T A I 11 .......................................................... .................. - - - - - - - - - - - - - - - .......... AW AM 7.1-207 SHEET NO. C-11 OF 725 p 7.1-207 SHEET NO. C-11 OF 725 N714 VARIFq �TR�—nm TO R9' n") I,$? f) -v SEE DETAIL FOR SIM. FUTURE ROADWAY CONSTRUC770N. (Z� SECTION SCALE- 1'�-W-O` A vwfffl r1%o1z-L1 R ill i'dl—fill Now 13 rrg -N- ow Job No.: P2K219 .^ .2f, 1 i4 J Am --- —mer — — — — LIZ DRAINAGE SWALE PER DETAIL,. A& QRC}IF ESS i o E c'.) REGISTERED CIVI(JEN-61 EER a C 46515 Exp. 6_30_13 CITY OF BAKERSFIELD I c1v1\c 1501 A 1 BAKERSFIELDTRUXTUN, CAVENUE \� 93301 RHVISIONS No. DA TE DESCRIPTION A A A I CONFORMED T STATE FARM SPORTS VILLAGE - PHASE 2 SHE6QA 9001 A 7.1-207 x SHEET NO. C-12 OF 125 1 2 3 pw law"t 7.1-207 x SHEET NO. C-12 OF 125 1 2 3 N r ; l i l't{fii�fs�wl wJR. r,(Ti{r>al M fr_ FUTURE GRADE s —DRAINAGE PER DE TA It A m r w w +�09_1 IQ ' NEW DRAINAGE SCALE a DF SLOPE PER DETAIL 2 3C -1S -! 3 A'a Y FURIRE DRAINAGE A' I l.. R r j l" FU7URE DRAINAGE SECTION FOR .. ROADWAY SCALE 0 #11521111IN 1Oly w w w s R RWIN reJ n" I 1LE )R TA It MIRROR R • PA WNG • BASE s s Ra r w w R / EARTHEXCA VA 7E _�! NEW FINISH GRADE GRADE a � RwR imb® t1100M Rw(te qY1 olR SECTION SCALE 1`-W-0" =-O" t Job No.: P2K219 12'-O` W --O" 7'-O" , 7'-0M I TOP OF SLOPE 3 TOE OF SLOPE" 1 MAX. (.''•: Vii. wwlvfl 1-1w#&.w �wlowfv"wl. DRAINAGE PER DETAIL RNISH `; N M/�= V,46 M� vv(®J( (lL (L.iJ W4✓L(V(i!D(JL a wwm a.ww rr w SCALESECTION ', ONFORMED SET C 13; SECTIONS & DETAILS STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD , 11 II g,IN' 015 0,01156 , € 6 SHEET NO.7.1-207 C-13 OF 126 0 1 2 3 � Cl VIL EERC 46515 REGISEllwo-3 Exp. 6-30-13 CITY OF BAKERSFIELD M TRUXTUN AVENUE BAKERSFIELD, CA 93301 IFIL IIII r DESC141tnt�tlt�—IIS � I CORRECTCABLE BARRIERLOCA PERADDENDUM I I vv(®J( (lL (L.iJ W4✓L(V(i!D(JL a wwm a.ww rr w SCALESECTION ', ONFORMED SET C 13; SECTIONS & DETAILS STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD , 11 II g,IN' 015 0,01156 , € 6 SHEET NO.7.1-207 C-13 OF 126 0 1 2 3 Request for Information 043 Detailed, RFIs Grouped by RFI Number 11-011 - State Farm Sports Village Phase 2 Project # 1 L011 9001AsheRoad Tel: 661-827-4608 Fax: 661-827-6582 Bakersfield, CA 93313 RFI M 043 Date Created: 11/27/2012 Answer Company Answered By Author Company Authored By City of Bakersfield Taylor Abernathy S.C. Anderson, Inc. Jeff Hudson 1501 Truxtun Avenue 19430 Beech Ave Bakersfield, CA 93301 Shafter, CA 93263 Co -Respondent Author RFI Number Subject Discipline Category Curbing Between Restroom Building & Parking Lot Civil Drawing Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 12/4/2012 She C-14, Note 6 calls for the curb between the Restroom building and the Parking Lot to be a 6" tall curb above sidewalk and pavement elevations as per Detail 8/C-22. Understanding the intention to segregate parking from pedestrians, this appears to be a tripping hazard. In review of the grading plans (Sheet C-15), the curbing elevation is shown to be at 345.00, which matches the pavement elevation. Sheet C-15 indicates this curb to be a flush curb as per Detail 3/C-22. As per discussions in the field, SCA has been requested to provide pricing as per Detail 3/C-22 with the inclusion of 4" removable pipe bollards the length of the curb at 48" OC (min) to maintain ADA clearances for path of travel. Please confirm the above is correct. Also, please provide spacing and/or bollard placement dimensions, to include any specifications for bollards different from 4" galvanized pipe. Suggestion Answer Date Answered: 11/30/2012 Detail S/C-22 separates pedestrian & vehicular traffic. The Contractor can either construct Detail 3/C-22 or Detail 8/C-22 (Eliminating the curb & constructing the thickened edge adjacent to the pavement. Please. provide cost to the city for consideration of the suggested change. The costs are to include the following along with all other costs necessary to construct the work; (See attached exhibit): �- alvanized & painted or powder coated steel bollard - Reliance Foundry Co. LTD Model R-7902 or approved e (valent. olor - yellow Removable w/locking lid - Reliance Foundry Co. LTD Model R-7901 Receiver or approved equivalent. 4. 3' wide truncated domes. ��// ✓6� Con e,- fc S.C. ANDERSON, INC. �-- ROUTING P M. ADMIN. SUPER oLEal< _ \ Prolog Manager Printed on: 11/30/2012 Prolog8_TempIate SUPER FILE Page 1 r wATaTrm�res b i I b MAMRR PLWItl! Y n r BUILDING Tb �C4AT!'29M� s s s i nARTOT vuvMR '. � GYHU[1F lM7M3 09AWT AFM A AW WA �.6fL b b ADAC 4'pOLrF&W ti b PARKING LOT Tsaa t asraMmr F. AiA(� MIMd➢ CY-M. (p Ikv &M w7 I=i IR'l ST6/ WAWPR KW 1)► 04W4Z%W M IIeTA( Ad' ACM Y J1ffi C nW MK RAW (.I!KV VA®At: MA!!(tlQ[-lkt . _ . _ . _ . _ . � I — MMAPN 31 4 AOIm SURIM( �tl5 'M IGRM/1N-TMC L MM JiT>N fm W4 A1W XT "M 2 BOLLARD AND BARRIER DETAIL le -T-7 =41& 1 7W 1W tlKV14f E MMS m 1M MtW �V W DETAIL ' A A" DETAIL "B -B" IT s MJO DT -1 y PLAN VIEW —?WT BOLLARD PLAN AND DETAILS CRY OF BAKERSFIELD, CALIFORNIA PUBLJG WORKS pEPAWM-1M Nd• STA TE FARM SPORTS NLLAQE ' PHA BE 2 I— "o ..r.a— a=Aa EROIAD DT -I 7.1-207 04 m-m'ym5' 2300213m I PLAN PARK/NG LOT Q?ADE BfifAK IMPROVEMENT L-93 mp LEGEND.- E l' - -40' FULL DEPTH ROAD COIVSTRUC77ON SCAL L PARKING Lai A C PA VEMEN T M. p, �rj ,/ m " 1. ()f Ess \,\ E CONSTRUCTION NOTES: coNsTRucr A. C PA VEMENT PER DETAIL 1 ON SHEET C- 12 El CONS TRUC T A. C PA 1EMEN T PER DETAILS 2 & 4 ON SHEET C-lJ CONS TRUC T P.TYPE 18 " CURB & GU T0? PER C-08 SID DETAIL CONSTRUCT P. cc HEADER cuRB PER DETAIL i ON SHEET C-22. CONS 7RUC r P.C. C TYPE "M - MEDIAN CURB & ISLAND PER C06 S7D DETAIL Y. CONSTRUCT P.C. VER77CIAL CURB PER TAIL 8 ----QN SHEET C-22. INT CURB RED CONS TRUC . C TERMINA 77ON PER DErAk 6 ON SHEET C-22. CONSTRUCT 8" WDE CONCRETE SIDEWALK PER COO COB SID ST -8 (SIM.). cowsmucr 8, *DE CONCRETE SIDEWALK PER COB COB SID ST -9 CONSTRUCT 9' wpE coNmg PA vEmEw mosswALK PER DETAIL 7 ON SHEET C22. coNsmucr cAsE -w p cc cuRB RAmp PER CAL TRANS SM PLAN A88B INSTALL YELLOW A.D.A. DETECrABLE WARNING SURFACE IRUNCA 70 DOMES. CONSTRUCT 15' WDE "fLUSH" CONCRETE DRACAA Y PER COB SID DETAIL cows 7Ruc r 2.5' MDE P.0 C VEE GUTTER PER DETAIL 4 oN swr c-22 CONSTRUCT X WDE P.0 C. WE OU77ER PER DETAIL 5 ON SHEET C-22. CONSTRUCT EXPANDED CONCRETE PAD PER DETAIL 1 ON SHEET C-20. CONS7RUCT REINFORCED CONCRETE SLAB PER DETAIL 8 ON SHEET C-22. MA 7CY EXIS77NG IWERE APPLICABLE CONS7RUCT TRASH ENCLOSURE PER DETAIL 2 ON SHff T C-20. Ail INSTALL CABLE 8ARRIER ffNCE PER DETAIL 3 0 IV SHEE T C-20. INSTALL 4-' WilTE STRIPING INSTALL 4- WITE DIAGONAL GORE STRIPING INSTALL HANDICAP PARKING STALLS PEER D71 110-21. INSTALL PRECAST CONCRE7E WEELSTOP PER D7L 5IC-21. INSTALL IKET DRAIN PER DETAIL 4IC- 18 INSTALL CATCH BASIN PER DETAIL 9IC-22 INSTALL STREE77JGHT & PAD PER ELECTRICAL PtANS- TYP. CXSTRUCT 5' WDE P.C.0 VEE GUTTER PER D7L 2IC-2J CON67RUCT PLAN7ER PER DETAIL 4IC-24 CONSTRUCT CONCRE7E BENCHES PER DETAIL 210-24 CONS7RUCT fZAGPOLE PER DETAIL 2IC-25 A 800 A% RKIN G Lu"T IMPRu'o*'h VEMEN T PL AN STATE FARM SPORTS VILLAGE - PHASE 2 7.1-207 TMENT �ob No.: P2K219 CRY BAKERSFIELP""' CALFORWA PUBLIC WORKS DEPAR _-��gineer. TA 9001 ASHE ROAD M'Check d q 0 SHEET NO. C-14 OF 126 2 3 REGISTI�RED CIVIL E} �.INEER i C 46515 ii. M CITY 1501 OF BAKERSFIELD A TRUXTUN AVENUE IVI\- BAKERSFIELD, CA 93301 CAU\�' REVISIONS DESCRIP-RON 3/30/12 LWA CONSTRUCTION NOTES: coNsTRucr A. C PA VEMENT PER DETAIL 1 ON SHEET C- 12 El CONS TRUC T A. C PA 1EMEN T PER DETAILS 2 & 4 ON SHEET C-lJ CONS TRUC T P.TYPE 18 " CURB & GU T0? PER C-08 SID DETAIL CONSTRUCT P. cc HEADER cuRB PER DETAIL i ON SHEET C-22. CONS 7RUC r P.C. C TYPE "M - MEDIAN CURB & ISLAND PER C06 S7D DETAIL Y. CONSTRUCT P.C. VER77CIAL CURB PER TAIL 8 ----QN SHEET C-22. INT CURB RED CONS TRUC . C TERMINA 77ON PER DErAk 6 ON SHEET C-22. CONSTRUCT 8" WDE CONCRETE SIDEWALK PER COO COB SID ST -8 (SIM.). cowsmucr 8, *DE CONCRETE SIDEWALK PER COB COB SID ST -9 CONSTRUCT 9' wpE coNmg PA vEmEw mosswALK PER DETAIL 7 ON SHEET C22. coNsmucr cAsE -w p cc cuRB RAmp PER CAL TRANS SM PLAN A88B INSTALL YELLOW A.D.A. DETECrABLE WARNING SURFACE IRUNCA 70 DOMES. CONSTRUCT 15' WDE "fLUSH" CONCRETE DRACAA Y PER COB SID DETAIL cows 7Ruc r 2.5' MDE P.0 C VEE GUTTER PER DETAIL 4 oN swr c-22 CONSTRUCT X WDE P.0 C. WE OU77ER PER DETAIL 5 ON SHEET C-22. CONSTRUCT EXPANDED CONCRETE PAD PER DETAIL 1 ON SHEET C-20. CONS7RUCT REINFORCED CONCRETE SLAB PER DETAIL 8 ON SHEET C-22. MA 7CY EXIS77NG IWERE APPLICABLE CONS7RUCT TRASH ENCLOSURE PER DETAIL 2 ON SHff T C-20. Ail INSTALL CABLE 8ARRIER ffNCE PER DETAIL 3 0 IV SHEE T C-20. INSTALL 4-' WilTE STRIPING INSTALL 4- WITE DIAGONAL GORE STRIPING INSTALL HANDICAP PARKING STALLS PEER D71 110-21. INSTALL PRECAST CONCRE7E WEELSTOP PER D7L 5IC-21. INSTALL IKET DRAIN PER DETAIL 4IC- 18 INSTALL CATCH BASIN PER DETAIL 9IC-22 INSTALL STREE77JGHT & PAD PER ELECTRICAL PtANS- TYP. CXSTRUCT 5' WDE P.C.0 VEE GUTTER PER D7L 2IC-2J CON67RUCT PLAN7ER PER DETAIL 4IC-24 CONSTRUCT CONCRE7E BENCHES PER DETAIL 210-24 CONS7RUCT fZAGPOLE PER DETAIL 2IC-25 A 800 A% RKIN G Lu"T IMPRu'o*'h VEMEN T PL AN STATE FARM SPORTS VILLAGE - PHASE 2 7.1-207 TMENT �ob No.: P2K219 CRY BAKERSFIELP""' CALFORWA PUBLIC WORKS DEPAR _-��gineer. TA 9001 ASHE ROAD M'Check d q 0 SHEET NO. C-14 OF 126 2 3 L*7*, 4'GREASE•, (' k__ SAMPLING BOX ► BE N Ld 0- z z C. J M 0 h-- 0 CL ►t Q.. 0 u'S N U s.. a L� l�i rWr�y YJ V�-^ �-^�r. z} L \d IN/ «y,I yvy�� 1.3 0 0 —Z Q. C7 Cl i z w ♦ z c Ltd Lli z 0 z LL/li 4..J t 0 a►4,� �, fir,, �x�.# �� „ TO GRADE 0 NEW TRASH EN,.C, ril ., r 71 MA TCH A T EDGE 4F EXI s 77NG CONCRE7E SLAB ~ - N v. x wl 6silll. { I.. i if • i 1� { jt P345.78 LL P=344.35 344.30 344.4? P345,91 P=344. P=344.34 I F B ' a CALIFORNIA IFA 'Eml ml SCAM 11-20' GA "!OLOFESSI \ RE^GISTEREO (ftwL ENGYNEER c asses � yk Lxp.6-30-13 � CITY OF BAKERSFIELD `p 1507 TRUXTUN AVENUE iv AKERSFIELUU, CA 93301 Cr CAO NaREVISIONS DATE DEWW77001 mom w 2 Jf ..w. !I s P=3 MP P344.4f1 P345.0 P=344.45 P=345♦85 I 3 0 CABLE BARRIER FENCE 7YP. SHEET NO. C15 -HC BAKERSHELD, C__A_Lff=0RAff4 PUBLIC WORKS DEPARTMENI is 1"=40'* 4lJ 4llVbt ii78L.F1d3 o'ovESS1D " k' c� REGISTERED Cl VI L E EER C 46515 * Exp.6-30--13 CITY OF BAK"ERSFIELD BAK'ERSFIELD CA�ENUE 93.301 REVISIOMS No. DA TE DESCRIP 77ON .3/30/12 DEVISE AND ADD NO7ES & GRADE ELENA 77ONSI ? . PER ADDENDUM NO. 2 / GENERAL 1. ALL WORK tMPLY WTH THE 2006 STA 7E OF O. AND "STANDARD PtANS, AND ALL AMENDMENT5, I*! ' / BY THE CITY OF BAKERSRELD AND OTHER i GOVERNING 2. ALL • ; SHO NNE i RESPONSIBL17Y OF WRIRiCA 770VV AND ACCURACY IS THE I '. iP � i { Aft uONFORMED SET Orawn: DP STATE FARM SPORTS VILLAGE — PHASE 2 Engineer: TA 7.1-207 Checked By 41 9001 ASHE ROAD SHEET N0. C-75 OF 726 0 1 2 is r r• ' in: Mull mom w w. ,.w ..w. 11 Y 15 �` .,, 11 n, .. , ; w xY n •. a � i p . ,. s. ` i -.. • �: i ...:a. p. i _ � � i • ;. q � • i a ,Atr a d i � i be • { ': w ! w « ..,p w :. ♦: + ♦ » w i f e. • { w , { ,.. • a. P=345 {{ !. ♦ '. 3 ,. • .. : « 1. # w =345,w. i + i P=346.10 �.. q � ... w w. �l �. ,. i ,. ,. a ,. e - . -x. r. .... + : `,. �i • i. . , i ,+ w ...• �.:�. _. ..q :, .... :: . .. .. .... ., w : : .. ... i. w :... r.. 4. ,. w . : -. ; ' i. f. ... .. -. ! .. r t. � �«.,.w 4i : i :. •. .w �; :! ti..... ! e. •. ,. .: +w.r..-.: • a a F ;..:0 { • e u a :. s " ! i • ' + °` ^` ':s : w. " a a : r ':: �,. i . •.... .... e i .:• +IiA • I ,: ! f i P=345.00 • ». w n tll w ', e i ._ � ! . 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' �� it _ _ _ _ .T.._....__...`. _ _ _ _ _ _ _ _ .•__ •_•_ �- ._.._ _ _ _ _ _ — -- _ _ --° _ _ _ _ _ �. — — _ � �"','—�' '�" � ...ia:, s�"..{..L ,...•�v_�._ I....®��..�. �._ _ _-�...r. _ � _ _ .,..m� ..... _ _.._.._._ � _ _ �.�.—�_ �� NEW SOCCER FIELDS I i. I II I e>' MAI :rr'� REGISTERED CIM ENGIN! C 46515 Exp, 6-30-13 CITY 4F BAKERSFIE°'LD BAKERSFIELD1501 NCAV 9,330? �ENUE�F' FECAL 9 No. DA TE DESCRIPTION 1 11 11 11 4 11 ITIll�l 5 C8 C9 C1 2 613 C1 6 C6 C7 ci cil 14 C15 C31 C30 Cn-7 C26 C23 C22 C20-� C32 C29 C28 C25 C24 --c19 Mmmbk C36 C37 -'D C41 IT C34 -J: C35NEW PARKING LOT C38 C39 C42 C43 C1 7 C1 8 C59 C58 C55 C54 C51 C50 C45 C46 C57 C56 C60 C53 C52 c C65 'll C69 I �—C72 C73 C76 C47 C66 C67 C70 C71 74 C75 8 C4 C88 C85 C84 C81 80 C77 11-1-0 .j •. -_-______-____________________-__________-_-__-_--________ __-____-_-___-_ _________ ______----., I . r . �� .... :.:: ,...,;..:. ,:,.r .::....:. .. ...:.:...: .,.. .. ..: ... .. , .. ,. ,: ... .: .. .. ., . , :> : .v, z. : .,. z.e .., .i :.i,,' re, ... e,: zr.,i .1. e, , r : , , ti : , .:, ,..:., 5'.r;'.,6 },} .:.4 , ..•x. �:z.. ,..rte 7, . .. { ... .. ... �: ..... .. : h .:. .. ......................... . . . �.�!kf' ,,..,.�'f}�f?'P?'}:. ,, :.... ... 1...'7. ... . .::k...�, .9 : .. t. ! ::.t �.,:..{ ...�}.f:::. . .... .. ,.. ,,,rM':,°'.. .... ....._. ....... : , ,. .. .. .. :. .::t:f .s«,. .. .. .. . , �i , t .Ss . , ,.,.w.. .. .. .. ., .. a.aa�...,..,.:....�..rr..,..� ___. .ra.. ,< . ,.:..,.e ,....u't•"�" *".".,.... !__.., .uu .uz,,. ..urr .w.,, ....,.. ..:{a. .. , ... ..:: �'�:iG�, .,1.e:..w v..,:tr.',.,.c,,.,.,...�:fsv,r�.'�.i.:i.,.r.�.,,.lasl., y I .......a,...r.,K:c sta.i, .�..a...,..w....,. .,,a..:......k. ,.u,..: ........_.._� :....tM`"."��z`., ._..» e.:.., ...:.1t •...w....,.....+wa. }....�, . 1 ....�., .t�.a �.t:.::G. a„a' .r.�sY..:v..i....{.�. .,ute. ,.zu.»a:.u.:,...,.,:w, 3td.l:'.: .,L,v:' }•,.e. :., `� €! ' �� it _ _ _ _ .T.._....__...`. _ _ _ _ _ _ _ _ .•__ •_•_ �- ._.._ _ _ _ _ _ — -- _ _ --° _ _ _ _ _ �. — — _ � �"','—�' '�" � ...ia:, s�"..{..L ,...•�v_�._ I....®��..�. �._ _ _-�...r. _ � _ _ .,..m� ..... _ _.._.._._ � _ _ �.�.—�_ �� NEW SOCCER FIELDS I i. I II I e>' MAI :rr'� REGISTERED CIM ENGIN! C 46515 Exp, 6-30-13 CITY 4F BAKERSFIE°'LD BAKERSFIELD1501 NCAV 9,330? �ENUE�F' FECAL 9 No. DA TE DESCRIPTION 1 11 11 11 4 11 NOTESN- POINT5 AREw EXCEPTO. PARKING PLANTERS WHICH ARE TO CENTER OF PLANTER. 2. SEE SHEET C17 FOR CURB POINTS & CURVE DATA TABLES. CONFORMED Sbmm I 40 HORIZONTAL CONimufs. PLAN DP STATE FARM IIS ia! PHASE J 1 tPUBLIC WORKS DEPARTMENT ..�9001 ASHE ROAD q 7.1-207 D'^T /V SHEET 1 O. C-16 OF 925 0 1 2 Prolog Manager Printed on: 7(2/2012 Prolog8_Template Page 1 7.1-207 Request for Information 010 Detailed, RFIs Grouped by RFI Number 1 L011 - State Farm Sports Village Phase 2 Project # 1 LO11 9001Ashe Road Tel: 661-392-7000 Fax: 661-391-9999 Bakersfield, CA 93313 RFI #: 010 Date Created: 6/21/2012 Answer Company Answered By Author Company Authored By City of Bakersfield Taylor Abernathy S.C. Anderson, Inc. Jeff Hudson 1501 Truxtun Avenue 4600 E. Brundage Lane Bakersfield, CA 93301 Bakersfield, CA 93307 Co -Respondent Author RFI Number Subject Discipline Category Offset Drains for Future Grade Civil Drawing Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 6/28/2012 Fine Grading plans show offset drains to the main perimeter burrito drain. Detail 2/C18 shows this offset pipe to be perforated. However, as per the Fine Grading plans, correct callout or should this pipe be non -perforated? this pipe will be in native compacted fill. Is the perforated pipe a Please review and clarify Suggestion Answer Date Answered: 6/22/2012 The offset pipe should not be perferated. Prolog Manager Printed on: 7(2/2012 Prolog8_Template Page 1 7.1-207 I P., 4- 0 CL JI L y C) 0 N Ld Ld ff Ld 0- GRAVEL BED BURRITO SAPPED I 7ER FABRIC X, Ea ill EQ. —8'00 0tOPLAST PERFORA70 C3 LATERAL PIPE EX04SION o LENGTH VARIES TO TEMPORARY 6`0 INLET DRAIN SEE PLAN KHERE OCCURS —810 NKOPLAST INLET DRAIN A 2 8`0 NYLOPLAST PERFORA 7ED PIPE EXMNSIONS AT EACH SIDE OFINLET DRAIN EEE—GRADE BREAKS iEIE Y 5,-oo 1 4'-O" 1 5'-o" a f0 7EMPORART INLET DRAIN iWERE OCCURS 5ff ZP1 ato w%wom fv N YL OP5 R0— BURBLER DRAIN BATH 6" DROP IN CRATF WRAPPED IN F10ER FABRIC 31t - GRA VEL WRAPPED IN RLffiR FABRIC C19URRITO'o) TOP OF SOD OR FINISH GRADE FOR SEEDED LAMV AMENDED ROOT ZONE MIX BASE OF SOD 0471 1 Y�� ol'of Ess IONA E. & REGIS Cl VIL tA�7JNEER C 46515 lil o:dlil7irl I Exp. 6-30-13 CITY OF BAKERSFIELD clv� 1501 TRUXTUN A VENUE BAKERSFIELD, CA 9,3301 OFF' CA\- TIE INTO REVISIONS Na. DA TE DESCRIPTION 3/30/12 CORRECT PIPE SIZE PER ADDENDUM NO. 2 A DRoAINAGE SWALE DETAIL DRAINAGE SWALE SECTION SCALE.- 1147-1'O" SCALE, 810 NYLOPLAST o 0 NYLOPLAST 77?AFf7C-RA7ED 8*70 NYLOPLAST 7RAFF7C-RA7ED RNISH GRADE-- STEEL GRA77NG AT 7RAFRC RNISH GRADE STEEL GRA 77NG A T 7RAMC RNISH GRADE S 7EEL GRA 711VG AT 7RAFT7C AREAS el?'* MAX. GRATE AREAS e12- MAX. GRA 7EAREAS (12- MAX GRAVE OPENING)- OPENING} OPENING) 4 7 4 4 ITA 477 R, TTE 2410 NYLOPLAST DRAIN BASIN 8`0 SCHEDULE 40 SOLID PVC PIPE Nn0PtAST DRAIN BASIN/INLET 810 N�LOPLAST 810 NYLOPLAST -NYLOPLAST DRAIN BASIN/INLET PERFORA 7PIPE 70 BIOSWALE DRAIN BASIN PERFORATED T5D PIPES ED o'go'o o'oo 00 000 1 000 o'o o'o o'd 0 0 0 000000 0 0 00,00"o 0 0,00gol000 0 0 0 0 oc 0 0 0 0 Do 0010010"o 00 --- onnn 00 0 0 0 < 0 ov 0 0 0 0 w tj 0 v v v � 0 a-o-o'-ogogog00000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010,0,L, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0g0o0'0� -0-0-0- 0 0 0 A 0 o0z 4:> 0 ------- 410- 0 0 DO 0 0 0 0 0 0 0 0 810 NYLOPLAST PERFORA 7ED OR GROUT COVER E PVC VER77CAL PIPE RT778G SOLID PVC PIPE THIS SIDE PER PLAN TM ALL AROUND i 77E INTO RCP PIPE BELOW DOUBLE WDE MARMAC COUPLER rO WA7ERS70P RING SEAL ---\ BE ARAPPED AROUND CONNEC77ON INLET D)qAIN DETAIL (5 '� INLET DRAIN DETAIL SCALE AT PA VEMEN T SCALE- 1` -l' -O` VClW AT 1310SWALE �Drown: DP PHASE 2 STATE FARM SPORTS VILLAGE noineer TA ('7Y BAKERSFIELD PARTMENT ljob No.: P12K2119 CA LIFORNIA PUBLICWORKS DE Checked By. "l ASHE ROAD x 1 • SHEET NO. C-18 OF 126 lil o:dlil7irl I A TIE INTO RCP �Drown: DP PHASE 2 STATE FARM SPORTS VILLAGE noineer TA ('7Y BAKERSFIELD PARTMENT ljob No.: P12K2119 CA LIFORNIA PUBLICWORKS DE Checked By. "l ASHE ROAD x 1 • SHEET NO. C-18 OF 126 :2 CL 00 n 0 N C� 0 -C O W. z LJ co N L 0 z Li 0 N I--, CD z z (D W m GUARDPOST C SCALE: 1`1!-O" D A PYlAir- 111T 60 CONT HEADER CURB ALONG EDGE OF AC PAVING of ESS REG1,5TERED C1VWEN01NtE_F? Lu C 46515 Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE Civi BAKERSFIELD, CA 93301 Ot- OF' CALF REVISIONS No. DA TE DESCRIPTION A 3 4T in 2'O*Q X-00 LEVEL LEVEL I �BIOSWALE EDGE OF AC PA WNG AC PAVING 1.57* mm 2 2 =T 7- T COMPA C 7ED A GGREGA TE BASE rE B10SWALE GROWING PLAN R I'div (DEPTH 11A AJW&WW1%r1L.1A_ SEE DETAIL Lv 11IL-01 BIOSAALE DRAINAGE y. I I SYSTEM BEYOND. SEE DETAIL 'c4 (NOTE.- B10SWALE ENDS 5'-0» 60 CONT HEADER CURB GRAVEL WRAPPED IN FlUER FABRIC MIN. FROM EDGE OF CROSS ALONG EDGE OF A C PA WNG (DEP TH VARIES) SLAB.)'1 } } I} I }I -=.=1 f ISI I I-�I�1�1 I I� COMPA C 7ED 80 ChDPE 1=1 I 1=1 I L SUBGRADE PERFORA 7ED PIPE 111,1111 kL SCALE: l -W -O" CABLE BARRIER FENCI PER DETAIL �2O SIDEWALK ow 440 No ,g V, �1 SECTIONS DETAILIbi File Name- Base-KEN711-Phose2 Drawn: DP STATE FARM SPORTS VILLAGE PHASE 2 SHEET NO. Job No.: P2K219 - TA lEngineer. 7.1-2 0 7 Date: 3115112 Checked By;-N/tu4t 9001 ASHE ROAD C-19 OF 125 I N y t e CL *6..J M 0 UJ 0 C r� cs> c*� v n� 0 , 0 CL f z ld a9 in a 3 N Qa C7 a.� c 0 Q tt) 1 z t.d N 0 1 awl 0 z W W /z '5 z w d Ra PLAYING FIELDS SIDEWALK PLA YING FIELDS SIDEWALK 3•I 3.•1 MAX � ADJACENT CONCRETE MAX SIDEWALK PER PLAN ------------ 7RASH RECEPTACE- . SEE NO 7F z GRACIE BREAK BENCH -SEE N07E" 1. 2 Y2.1 2 Yx• 1 SLAB JOINT �- 6 rtc MAX;H1 AS REQUIRED MAX a M MTTM ^! I ' » 6 MIN 2% 1 6 MIs FLAT FLAT __.,_ FRONT EDGE 4" 7HK. CONCRE7E- PAD f I 1.5 SEE COB 57D DETAIL --- ST_9 (S/M.), DRINKING FOUNTAIN- SEE NOTE J. 3, 6" - 12" RADIUS- TYP 3, _ DRAIN PIPE DOWN TO 6JO 1'0x10' DEEP MIN. GRAVEL --F L.LED DR LL err TYPE aid (PROVIDE COVER.) TYPE1, BENCH TO BE ANCHORED IN-PLACE PER MANUFACTURER'S SPECIFICA77ONS. .2. TRASH RECEPTACLE TO BE ANCHORED IN-PLACE PER MANUFACTURER'S SPECIRCA TONS. J. DRINKING FOUNTAIN TO BE SURFACE MOUNTED PER MANUFACTURER'S SPEaRCATIONS: 4. GRADE ELEVA77ON OF C01VCRE7F PAD MAY VARY TO MA TCH EDGE OF ADJACENT SIDEWALK. 5; FRONT EDGE OF PAA MAY REQUIRE A CURB TO RETAIN ADJACENT EARTH. Aw + GUARDPOST C -- GAL VANIZED CAP-- TYP !144'00 S7EEL CABLES SPACED AS SHOWN 00 to FINISH GRADE I—VI II -!=i IELI I-- I f l�_ I 1 11 I 11 [ 1 1 I i 1- I 14---{ i I= l CONC FOUNDA77ON-TW. GOMPAC70 SUBGRADE 108" GAL PIN-TYP, t 1'-2"f l TYPICAL W-01 WX NOTED1. ALL S7EEL SHALL BE GAL VAN00 UNLESS PROKDENGINEER E APPROVAL. — 7S6x6 GAL V. GUARDPOST (12 THK) SPACED AS SHOWS —7URNBUCKLE TYR SEE DETAIL "A" BELOW 2X-4` 22� O" CLEAR !1t—O" 8" CMU WALL -'T), 3 SIDES 19 0 CORRUGA 7E'D PANELSLAB JOIN 7S S7FEL FRAME GATES- TfT'. Tw CURB PER CIVIL PLANS 6" THK. C CRETE" APRON WTH op 18" ®.c... EACH WAY— 1. DESIGN ` 7RASH ENCLOSURE Y' ♦EWOUSLY rUCTED s YE IN PHASE w BE• PRO WDE HINGES, CANE BOL 75; & MISC GA 7F R T77NGS 3 SEE COB %ST -25 w REMAINDER OF APPLICABLEN07ES NOT SHOW. • BASIN IDEWALK OL n Y R CMU CA PER ! CIVIL, 8' CMU WALL WTH 0 32" o. c. EACH WAY It ,l ra 2X8 CONT BUTTER ,BOARD V C71RA PER CIW'L PLANS 5 A R 14 CONT; TOP & BOTTOM 111 Til ---lit ;J5 _2 1 --AC PAVING PER CIVIL PLANS CONT. SECTION - DETAILr2 TRASH ENCLOSURE SCALE 1 - COLIC BUMPER CURB 6" THK. CONCRETE SLAB FTN. GRADE W TH 0 Wax. EACH WAY �ffliid y. Qf ESS IO�� E. REGISTERED ii✓ l..ri {%r L..:DGINEER is 461 Detailed, RFIs Grouped by RFI Number * Exp. 6-30-13 CITY OF BAKER SFIELD -!� CIV 1501 TRUX TUN AVENUE F BAKERSFIELD, OA 93,301 oC����� REVISIONS No. DA TE DESC,RIP7 ON CABLE 3/30/12 ADD DETAIL NCI TES PER ADDENDUM NO. '75 y i 11-011 • State Farm Sports Village Phrase 2 Project # 11-014 4T 9001Ashe Road Bakersfield, CA 93313 Tel: 661-827-4608 Fax: 661-827-6582 MA ST f f.-- a4 0WOPMT ( r, 7W) r IGA _n a1- 14WZIZI Request for Information 027 r' y SPA= A }� 1 L f }. R TO TOWA 6a l ATL! tl:fllia'4U ! t ompanyAuthoreAMU X44 STEEL SWAGE City of Bakersfield Taylor Abemathy S.C. Anderson, Inc. Rhonda + 1501 Truxtun Avenue Shnufler 9001Ashe Road �.V. Pkv– r& --�.-,-.-.... .._.�...._. TO IURNBUGKLE THREADED Bakersfield, CA3 9301 7E"RMINA77ON BOLT (MECHANICAL Y _ _Bakersfield, GA 93313 CRIMPED) Co -Respondent Author RFI Number Rudnick Fence Ott `"� MIM HOLE !1410 STEEL CABLE Subject Discipline Category Cable Fence Posts. as as Civil Drawing Clarification OETAIL, r Cc: Company Name Contact Name Caples Notes 1. AU SM SHAEL W "VANZW UWS N07W OWWX Question Clete Required: 9124f2012 1. Detail 31020 shows cable fence gusts to be at intervals of 190 max. Addendum #2 clarified that the cable fence posts 3f8" DRILLED HOLE are to match existing in Phase I (7-1.33). Fence pasts were bid to match Phase I at 290 on center. Please clarify IN STEEL POST whether posts are to be 10'0 or to match Phase 1. i 'CASL.E SAR FENCE 2. Spec 7-1.33 calls for turnbuckles and hardware to be installed at intervals of 20'0. Phase I turnbuckles and hardware ai>rt are set at 75'0 0C. If posts are to match Phase I at 20'0 CTC, shouldn't turnbuckles be placed at 60'0 OC? Please review DETAIL ffrAand confirm, If acceptable, the increase to stainless steel , ..tee cable will be waived. (proposed detail attached) Suggestion �- Detailed, RFIs Grouped by RFI Number s t ` 1 h 4-4-- ■ 1, Cable fence posts will be allowed to be at intervals of 20' max. However, the turnbuckles &hardware shall be installed at each post. The city will accept the change to stainless steel cable at no additional cost. – CABLE BARRIER FENCE Additional Answer 9126112 by Taylor Abernathy w1Ct?B: '75 y i 11-011 • State Farm Sports Village Phrase 2 Project # 11-014 ' 9001Ashe Road Bakersfield, CA 93313 Tel: 661-827-4608 Fax: 661-827-6582 RFI: 027 + MW A ILS SECTIONS & DE bate Created, 9/17/2012 Answer Company Answered By Author C OF BAKERSFIELD y SPA= A }� 1 L f }. R TO TOWA 6a l ATL! tl:fllia'4U ! t ompanyAuthoreAMU X44 STEEL SWAGE City of Bakersfield Taylor Abemathy S.C. Anderson, Inc. Rhonda + 1501 Truxtun Avenue Shnufler 9001Ashe Road �.V. Pkv– r& --�.-,-.-.... .._.�...._. TO IURNBUGKLE THREADED Bakersfield, CA3 9301 7E"RMINA77ON BOLT (MECHANICAL Y _ _Bakersfield, GA 93313 CRIMPED) Co -Respondent Author RFI Number Rudnick Fence Ott `"� MIM HOLE !1410 STEEL CABLE Subject Discipline Category Cable Fence Posts. as as Civil Drawing Clarification OETAIL, r Cc: Company Name Contact Name Caples Notes 1. AU SM SHAEL W "VANZW UWS N07W OWWX Question Clete Required: 9124f2012 1. Detail 31020 shows cable fence gusts to be at intervals of 190 max. Addendum #2 clarified that the cable fence posts 3f8" DRILLED HOLE are to match existing in Phase I (7-1.33). Fence pasts were bid to match Phase I at 290 on center. Please clarify IN STEEL POST whether posts are to be 10'0 or to match Phase 1. i 'CASL.E SAR FENCE 2. Spec 7-1.33 calls for turnbuckles and hardware to be installed at intervals of 20'0. Phase I turnbuckles and hardware ai>rt are set at 75'0 0C. If posts are to match Phase I at 20'0 CTC, shouldn't turnbuckles be placed at 60'0 OC? Please review DETAIL ffrAand confirm, If acceptable, the increase to stainless steel , ..tee cable will be waived. (proposed detail attached) Suggestion �- Answer nate Answered: 9120l2012 ■ 1, Cable fence posts will be allowed to be at intervals of 20' max. However, the turnbuckles &hardware shall be installed at each post. The city will accept the change to stainless steel cable at no additional cost. – CABLE BARRIER FENCE Additional Answer 9126112 by Taylor Abernathy w1Ct?B: "2`, a " SCALE.` 1,e�2 --1 _Q Cable fence posts will be allowed to be at intervals of 20' max. However, the turnbuckles. and hardware shall be installed. at 60 o.c. max. The city will accept the change to stainless steel cable at no additional cost. ' 9., is MW A ILS SECTIONS & DE OF BAKERSFIELD CALIFORNIA Fr% Name Base KEN711 Placse2 OP , PUBLIC WORKS DEPARTMENT JP -4 Irl �..° 2K'219 Engineer. TA_ - STATEFARM SPORTS VILLAGE - PHASE 2 7.1-207 Dote: J/71-571-,' Checked By. 01 ASHE ROAD v- F_ {� 1 sHFEr No. C-20 OF 126 2 3 E Lk (*A WMV I-" sit 7 off Wm AV" TCP OF BERMIGRADE BREAK i CABLE BARRIER i 9'--0' 0 WESTSIDE 0'0 9' 0» 5' 0" 9' -0"15'O -v 1 9'-00 5'-0� 9p00 15,-O'$j9'_D V W-0" 0 EASTSIDE j ..---- AC PA VING---''� NOTES° 1. NEW ACCESSIBLITY FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF AMERICANS WTH DISABILITIES ACT (A.D.A) STANDARDS. 2. SEE CAL TRANS STANDARD PLAN A90A FOR APPLICABLE NOTES NOT SHOWN. HANDICAP PARKING DETAIL SCALE: l'—W-61" x C 1 ,SCALE: 1,4"-1' Q" r AT SIDES OF PARKING ► ,w. SCALE: EDGE OF PAVEMENT / OR FACE OF CURB/WALL 2-4x18°LONG REBARS DRIVEN 2'-2" MIN. THROUGH HOLE &PAVEMENT a � PRECAST CONCRETE M I�IEELS7"OP PAVEMENT GRADE AN 4 2-# CONT. -1- �"�- SECTION 5-v HEADER CURB ft TYP c�, N 48-O` /� �E�D, PRECAST CONCRE7E WHEELSTOP 1 00 HOLE EACH SIDE. .. ET,,., Y :a File Name* Base--KEN711-Phase2 Drawn: DP Job No.:En Engineer.- P2K219 g TA Date: 3/15/12 Checked By. W*sllro I AN rp_jm':: STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD �r .f kw . y. p f L, 5y� r l� 7.1-207 +r❑ SHEET N0. C-27 OF 725 1 2 3 QWESS/QNB ti E-3/13 1 z REGISTERED CIVAJ EN INFER � C 46515 � Exp. 6-30-13 CITY OF RAKERSFIELDC1VlL 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION �1 �1 f I EDGE OF PAVEMENT / OR FACE OF CURB/WALL 2-4x18°LONG REBARS DRIVEN 2'-2" MIN. THROUGH HOLE &PAVEMENT a � PRECAST CONCRETE M I�IEELS7"OP PAVEMENT GRADE AN 4 2-# CONT. -1- �"�- SECTION 5-v HEADER CURB ft TYP c�, N 48-O` /� �E�D, PRECAST CONCRE7E WHEELSTOP 1 00 HOLE EACH SIDE. .. ET,,., Y :a File Name* Base--KEN711-Phase2 Drawn: DP Job No.:En Engineer.- P2K219 g TA Date: 3/15/12 Checked By. W*sllro I AN rp_jm':: STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD �r .f kw . y. p f L, 5y� r l� 7.1-207 +r❑ SHEET N0. C-27 OF 725 1 2 3 N ry w iZ Q 0 W 0 1 ct rn 6i 0 N pp 0�•• w n I in z L! N i� 0 N c� a ri I 0 0) 0 V) I z LLJN o 1 0 CN0 z rr w 0 z w N f '' ' C 77ONNO \E20 GRADE1. 957* RELA 77VE COMPAC77ON 2 FEET MIN. BELOW FINISH A % FOR SUBGRA/ / "fji PARKING LOTS,/ CONCRE7E SLABS. SCALE: 1"4'-04" 2. 857o ' 77VE COMPAC77ON 2 FEET MIN. BELOW FINISH GRADE IS REQUIRED FOR PLAYING RELDS & LANDSCAPED AREAS. 0- .00or -I- AC -s(TYPEt —COMPACTED !< t to A GGREGA TE BA � �w•�♦4d 0" ►4►tel. Arr F:'4+�`0 =4 `='moi►`" i<..".�ii►`:` w:ouivau"�i`:'.�."'wY:.�.a►`:.'�w`;'.`rir` ri I jai ° COMPACTED SUBGRADE PAVEMENT Z63E(0,�;TION AT McKHEF ROAD SCALE 1 � 1 ' O" Vwjvr11 r] V I I_L. SUBGRADE VEE GUTTER EQUAL EQUAL N CONCRETE SLAB t t < 41 Liz 9' 0" ,,.-- MODIFIED "M" CURBS WHERE OCCUR 14 LONG1 TUDINAL BARS EACH SIDE (2 TOTAL) CONCRETE SLAB WI7H PROVIDE JOINTS AC PA ViNG 1 0 #4 @ 18" o. c. EACH WAY PER DETAIL 10 // AC PAVING I [� 4; d A. w �; Q 4.. e GRADING PLANE 4. a. < 4 Cp 4. v. o d ® e A •4 4 ;0 4 : Q, d :a 4 :a. A f _6" VEE GUTTER A GGREGA 7E BASE (I?Elff -OR % COM- SUBGRADE f SEE COBr DETAIL FOR APPLICABLE N07ES NOT SHOWV. VEEG"UTTER DETAIL 0 A f CURB WHERE OCCURS J O" AT PARKING LOT (MAY BE MONOLI7HICALL Y PLACED 4'-O" AT 7RANS177ON TO CATCH BASIN WITH ADJACENT VEE GU77ER) EQUAL EQUAL CQMPACTED AGGREGA TE BASE CONCRETE' SLAB I I 1 v ® J 4 .S 1 C TION PAVEMENT Sz= AT A PARKING LOT EDGE OF AC PA WNG %Z"R TOOLED EDGE— AC PAVING= RNISH DE I (SIDEWALK- OCCURI ALONG l OF A C r, WNG k=CTION HEFADHR CURJ311,11SL 0 `---• VEE GUT7E`R 1-14 LONG177JDINAL BARS 12" ox. (3 TOTAL) �-- AC PA WNG ' CO ! . J BASE GUTTER M (REINFORCED) 1 D SUBGRADE r , ) NO SEE COBr DETAILS FOR APPLICABLE N07ES NOT SHOWV. VEE GUTTER DEFTAIL, COMPA C 7ED COMPA C 7ED SUBGRADE A GGREGA 7E BASE R r SEE COB► l • /. N07ES NOTf CR02'63SWALK SLAB DETAIL- co QA 6" WIDE X 19" MIN. DEEP CONT. VER77CAL CONC. CURB TAPER CURB ENDS PER DETAIL 6 (PAINTED RED) FLUSH CURB AT DRIVEWAYS PER PLAN WR TOOLED EDGES PROVIDE C0N77?OL JOINTS 14 CONT AT 12' o.c. MAX EACH WAY TOP & 80TTOM 6" THK. CONCRETE SLAB A AC PAVING GRADING PLANE WITH 14 0 18" o.c E CH WAY 4 d r v , , 4 ®, 4 4, f;{Tl- II11�f�iILII `-1i�,il� I I Jil-==' COMPACTED SUBGRADE n� COMPACTED Zs AGGREGATE BASE NOTE': SEE COB S7D. DETAILS ST -2 do ST -9 Q (SIM.) FOR APPLICABLE N07ES NOT SHO o � mAff ANVERTICAL %,oUjmvu"h11 Sk IS %0L A im E 3' 1 ".ft I= F TAI Iff. L -Orr rrr► VEE GUTTER FCOWL/NE COMPACTED SUBGRADE I I DRAIN TO CATCH BASIN _ J PER PLAN BQTTOM OF GUTTER HEADER CURB WHERE OCCURS ELEVATION :6:� TERM/NAT/ON CURB DETAIL SCALE: O �,R,pF ESS IO��I 11 ...rte► ./ rad. a REGIS rERED Cl VI L I NEEERC 46515� \E20 SCALE. ° 1 " 1' O" SCALE: 1"4'-04" No. DA 7F N DESCRIPTION TYPE "B" CURB 5'—O" ADD AND REVISE DETAIL. NOTES, .! <' t , • t' dr .c !< t to PER ADDENDUM NO. 2 " J O" 4j MEM T ADJOINING AT ° _ CATCH BASIN 7RANS177ON VEE GUTTER EQUAL EQUAL 5° 6" 0 TYPE "B" CURB m m U v X-0" 0 VER77CAL CURB w h 1'--2" @ TYPE "til" CURB fim 26 %2" SQ. GAL V EXPANSION JOINT PEDESTRIAN SAFE STEEL GRA TING p ® TOP OF CURB TAPERED CURB �`/ "R TOOLED EDGE GRADE BREAK � „ s GUTTER FLOWLINE N ALIGN Flo NE OR PA VEMENT GRADE RNISH GRADE WITH CA TCH BASIN PER PLAN a __Tfl'-4U L -Orr rrr► VEE GUTTER FCOWL/NE COMPACTED SUBGRADE I I DRAIN TO CATCH BASIN _ J PER PLAN BQTTOM OF GUTTER HEADER CURB WHERE OCCURS ELEVATION :6:� TERM/NAT/ON CURB DETAIL SCALE: O �,R,pF ESS IO��I 11 ...rte► ./ rad. a REGIS rERED Cl VI L I NEEERC 46515� Exp.. 6-30---13 Cl TY OF BA KER SF I EL D CIVIL 1 501 TRUXTUN A VENUE BAKERSFIELD, CA ,93301 ofi CAS-�F�� REVISIONS No. DA 7F N DESCRIPTION 16 DOWEL 0 18" ox. 3/30/12 ADD AND REVISE DETAIL. NOTES, .! <' t , • t' dr .c !< t to PER ADDENDUM NO. 2 4j MEM SA WCUT 1 1/2" DEEP JOINTS CONCRETE SLAB (PLACE BETWEEN CONS7RUC710N JOINTS 0 15' o.a MAX EACH WAY U.N.O.) ..t t ,fit <, t !°. <" < 1 <. ,<' t /. <t y �• t �•t < {• Q t s t 4•• ! < << t ! ..F t < �.., ! • tc t ! . c <7 L t G 1 . ls• t ' 1 I<; t ' CONSTRUCTION JOINT ! ! / 1 EXPANSION JOINT RLLER CONCREIE SLAB t � t \\—CATCH BASIN PER DETAlL 23 HEADER CURB 5 PLAN i I i x-8'0 SCHEDULE 40 SOLID PVC PIPE — SIM. 1< � J TO BIOSWALE DRAIN BASIN 9 TRANSIT/ON VEE CURB DETAIL ,2 SCALE:t"=1'-0" rfm I % twn: DP PUBLIC WRKS�, ,, TA EPARTMENT ,, ; . -'Checked �B' 112.F ,HXPANSION SLEEVE ONE I i } VC 16 GREASED DOWEL • d 1 Q W ,.�` �PONFORMEVSET. SECTIONS & DETAILS STA FARM SPORTS VILLAGE PHA 9001 ASHE ROAD ft RNA r7 rol a Fr 7.1-207 SHEET N0. C-22 OF 126 0 1 2 3 'i---' REBAR INHERE OCCURS WEAKENED PLANE JOINT CONCRETE SLAB 16 DOWEL 0 18" ox. .! <' t , • t' dr .c !< t to o 4 4j MEM CONSTRUCTION JOINT ! ! / 1 EXPANSION JOINT RLLER CONCREIE SLAB t � t \\—CATCH BASIN PER DETAlL 23 HEADER CURB 5 PLAN i I i x-8'0 SCHEDULE 40 SOLID PVC PIPE — SIM. 1< � J TO BIOSWALE DRAIN BASIN 9 TRANSIT/ON VEE CURB DETAIL ,2 SCALE:t"=1'-0" rfm I % twn: DP PUBLIC WRKS�, ,, TA EPARTMENT ,, ; . -'Checked �B' 112.F ,HXPANSION SLEEVE ONE I i } VC 16 GREASED DOWEL • d 1 Q W ,.�` �PONFORMEVSET. SECTIONS & DETAILS STA FARM SPORTS VILLAGE PHA 9001 ASHE ROAD ft RNA r7 rol a Fr 7.1-207 SHEET N0. C-22 OF 126 0 1 2 3 N LLJ ry LLJ n z n o 0 1 CL CY) 0 N 0 PO C- 0 IL 0 CL z Ll.j 7 -- CJ 0) C\j tU CL I 0 0) 0 0 0- V) z Li o CN z Fy- Lli Lli z cr) z Ld M W- EQUAL I I EQUAL g 1 CATCN BASIN � a I i � STORM DRAIN PIPE PER PLAN a �mo)s/o E. L1 04 140xl Y4'"Xl Y4" STEEL ANGLE FRAME ,00, WITH WOW STUD BOLTS 0 18" ox. REGISTERED Cl VILEG/ EER C 46515 GALV STEEL GRATING (PEDESTRIAN SAFE) Exp. 6-30--13 li u-1 CITY OF BAKERSFIELD - kx cm !140 MIN. UE FINISH GRADE 1501 TRUXTUN A VEN TYP. EXISTING SLAB NEW SLAB 'BAKERSFIELD., CA 93301 F CAS T REVISIONS EQUAL EQUAL No. DA TE DESCRIPTION 1 1�711 1= =1 I EXPANSION JOIN T .--#4 LONG17UDINAL BARS 3/30/12 DELETE DETAIL 2IC23 & ADD DETAIL JIC2J. r-1 11 PER., ADDENDUM NO. 2 14 HOOP BARS 0 18" ox. PER DETAIL 10 18' ox. (4 TOTAL) A 16 DOWEL 0 18' ox. SLEEVED INTO EXISTING SLAB REINF. CONCRETE SLAB VEE GU #4 VERT. BARS 0 18' ox. EACH WAY ------ < A A A . A A A ,,—CAST -IN-PLACE OR PRECAST A I CONCRETE VAULT st Aff ,--STORM DRAIN PIPE SEE PLAN FOR INVERT ELEVA 77ONS 15" COMPACiEstll, 6 VEE GUTTER SUBGRADE 14 U --BARS 0 18' ox. (REINFORCED) EACH WAY NLQ SEE COB STD. DETAIL ST -17 FOR APPLICABLE NOTES NOT SHOWN. 01 NO TE: BOTTOM SLAB MAY BE CAST -IN-PLACE PER ENGINEER'So/ I /, I APPROVAL. PLAN NO 1. SEE COB S7D. DETAIL D-14 FOR APPLICABLE NOTES NOT SHOW60 2�-O SO. 6" N. 2. FOLLOW MANUFACTURERS RECOMMENDATIONS F A PRECAST CATCH BASIN IS USED. J=O" so. SECTION'Alvir �7� CATCH BASIN DETAIL EXIS77NG SLAB 16 DOWEL 0 18' ox. SLEEVED INTO EXIS77NG SLAB L NEW SLAB PANSION JOINT PER DETAIL 00 'sV-22) FREINF. CONC. SLAB PER DETAIL K-8--� m ,W#711 1 TZT411cl Wilworellilty. SCALE.- File Nam Base-KEN711-Phase2 Drawn: DP Job No.: P2K219 Engineer.- TA PUBLIC WORKS DEPARTMENT mom Date: 3115112 Checked By. , CONFORMED SET Ml 159 SECTIONS 'ago' DETAIRLIZA54h S TA TE f =A RM SPOR TS VIL LAGE — PHASE 2 7.1-207 SHEET NO. 9001 ASHE ROAD C-23 OF 126 ---I- 0 A A —F— A g 1 CATCN BASIN � a I i � STORM DRAIN PIPE PER PLAN a �mo)s/o E. L1 04 140xl Y4'"Xl Y4" STEEL ANGLE FRAME ,00, WITH WOW STUD BOLTS 0 18" ox. REGISTERED Cl VILEG/ EER C 46515 GALV STEEL GRATING (PEDESTRIAN SAFE) Exp. 6-30--13 li u-1 CITY OF BAKERSFIELD - kx cm !140 MIN. UE FINISH GRADE 1501 TRUXTUN A VEN TYP. EXISTING SLAB NEW SLAB 'BAKERSFIELD., CA 93301 F CAS T REVISIONS EQUAL EQUAL No. DA TE DESCRIPTION 1 1�711 1= =1 I EXPANSION JOIN T .--#4 LONG17UDINAL BARS 3/30/12 DELETE DETAIL 2IC23 & ADD DETAIL JIC2J. r-1 11 PER., ADDENDUM NO. 2 14 HOOP BARS 0 18" ox. PER DETAIL 10 18' ox. (4 TOTAL) A 16 DOWEL 0 18' ox. SLEEVED INTO EXISTING SLAB REINF. CONCRETE SLAB VEE GU #4 VERT. BARS 0 18' ox. EACH WAY ------ < A A A . A A A ,,—CAST -IN-PLACE OR PRECAST A I CONCRETE VAULT st Aff ,--STORM DRAIN PIPE SEE PLAN FOR INVERT ELEVA 77ONS 15" COMPACiEstll, 6 VEE GUTTER SUBGRADE 14 U --BARS 0 18' ox. (REINFORCED) EACH WAY NLQ SEE COB STD. DETAIL ST -17 FOR APPLICABLE NOTES NOT SHOWN. 01 NO TE: BOTTOM SLAB MAY BE CAST -IN-PLACE PER ENGINEER'So/ I /, I APPROVAL. PLAN NO 1. SEE COB S7D. DETAIL D-14 FOR APPLICABLE NOTES NOT SHOW60 2�-O SO. 6" N. 2. FOLLOW MANUFACTURERS RECOMMENDATIONS F A PRECAST CATCH BASIN IS USED. J=O" so. SECTION'Alvir �7� CATCH BASIN DETAIL EXIS77NG SLAB 16 DOWEL 0 18' ox. SLEEVED INTO EXIS77NG SLAB L NEW SLAB PANSION JOINT PER DETAIL 00 'sV-22) FREINF. CONC. SLAB PER DETAIL K-8--� m ,W#711 1 TZT411cl Wilworellilty. SCALE.- File Nam Base-KEN711-Phase2 Drawn: DP Job No.: P2K219 Engineer.- TA PUBLIC WORKS DEPARTMENT mom Date: 3115112 Checked By. , CONFORMED SET Ml 159 SECTIONS 'ago' DETAIRLIZA54h S TA TE f =A RM SPOR TS VIL LAGE — PHASE 2 7.1-207 SHEET NO. 9001 ASHE ROAD C-23 OF 126 ---I- 0 N w lL Z C� b t� a 0 n 0 0 -�a l� r e-- Z ct� tt� c� .X (:a CL I Pyt.�7 V V) tf"J i R Z laJ C"x L`S a r r•� Z X W W Z 0 Z i a E4 ZE Ilk �Q,e BRUSHED ALUM. LETMS EA CH SIDE j i T MN / ILLUMINA TED BOi PER ELEC. PLAID+ r 21'-O" i ILL VMINA TED SIGN PROWDEDBY I Ai!� state A)m ! {==14 I 16' 8v SIDE ELEVATION Ll 210 ELEC. CONDUITISTUB 4 � A 280". y 121—ff" y F I' 16' 8" l PLAN VIEW • " "ii AMERICAN (ON SIDES & ENDS) ". BEAM (ON SIDES TO MATCH EXIS171VG " " " R,Iti r NMI 1. CONCRE7E SHALL BE CLASS 2. 2. REI S7FEL SHALL BE GRADE 60. J. ALL CAULKING & SEALANT SHALL MAIM COCRE7E COLOR. APPLY4. "; APPLICABLE 'SUBMIT FOR APPROVAL BY 7. SEE EXIS77NG MONUMENT SIGN FOR RMAMCE 8g_00 WRIFY SETBACK x '- _ ' t GROUND LIGHTING k do CONDUIT°--TYP. 1 J-16 HORIZ: BOTTOM BARS EQUALLY SPACED 2r 0" COMPACTED SU86RADE MONUMENT SIGN DETAIL SCALE: 1147_18-O" 2 -0 4 y 1 1 L; _J F "STA TE FART SIGN 6-14 HORIZ. WTH 14 HOOP TIE'S 0 18" ac. a Al A �i s� • b. 8-O"` x42 uu"EL W 48 O.C. DOWELS TOTAL) SECTION . N# SEE RECESS DETAIL "B" 0 HOOP TIES 0 18" o. c, 14 CONT, 0 12' o.c. 1 Y -l" CHAMFERED EACH FACE EDGES --TYPE. a4 °• 1 1/2" RECESS 14' < A -- 4 ° �1 EXPANSION 0NT TYPICAL 1 i - CONCRETE SLAB FINISH GROUND a 41 o. < l V 3 MINE 4 . CLIA TW, 4 COMPACMD SUBGRADE ovfEssI � �4 E REGISTERED C(V/L. /'J INEER �tl C 46515 * EXp.6---30-13 �I T V 1L01 I - State Farm Sports Village Phase 2 Project 0 1 L01 1 1501 TRUX TUN .A VENUE c j V 1 L���� 9001AsheRoad TO 661-827-4606 Fax: 661-827-6582 BAKER,SFI LD .A 93301 �F" CAS Bakersfield, CA 93313 RF1 if. 044 Date Created. 1112812912 REVISIONS Answer Company Answered By Author Company Authored By S.C. Anderson, Inc. Ed yac* 9001Ashe Road / Bakersfield, CA 93313 Co -Respondent ;Author RFl Number Subject Discipline Cai�sgory Monument Lettering Cion! Drawing Discrepancies Cc. Company Name Contact Name Copies Notes Question Date f aired: 121512012 I [)rowing; C-24 The monument sign detail on Dwg. C-24, Detail 1 shows what appears to be Helvetica font lettering, the drawing nags 12" letters to be used but the plan scales to 9'* lettering, Please confirm front type and sizing to be installed, Suggestion Answer , ' .� :. DateAnswered, Printed on, 11,12812012 Pmlog8� Template Page I R Ye" f3ENCH DETAIL 2" SCALE 1`1' 00 PUBLIC WORKS DEPARTMENT R 4 � a NMI 1. CONCRE7E SHALL BE CLASS 2. 2. REI S7FEL SHALL BE GRADE 60. J. ALL CAULKING & SEALANT SHALL MAIM COCRE7E COLOR. APPLY4. "; APPLICABLE 'SUBMIT FOR APPROVAL BY 7. SEE EXIS77NG MONUMENT SIGN FOR RMAMCE 8g_00 WRIFY SETBACK x '- _ ' t GROUND LIGHTING k do CONDUIT°--TYP. 1 J-16 HORIZ: BOTTOM BARS EQUALLY SPACED 2r 0" COMPACTED SU86RADE MONUMENT SIGN DETAIL SCALE: 1147_18-O" 2 -0 4 y 1 1 L; _J F "STA TE FART SIGN 6-14 HORIZ. WTH 14 HOOP TIE'S 0 18" ac. a Al A �i s� • b. 8-O"` x42 uu"EL W 48 O.C. DOWELS TOTAL) SECTION . N# SEE RECESS DETAIL "B" 0 HOOP TIES 0 18" o. c, 14 CONT, 0 12' o.c. 1 Y -l" CHAMFERED EACH FACE EDGES --TYPE. a4 °• 1 1/2" RECESS 14' < A -- 4 ° �1 EXPANSION 0NT TYPICAL 1 i - CONCRETE SLAB FINISH GROUND a 41 o. < l V 3 MINE 4 . CLIA TW, 4 COMPACMD SUBGRADE ovfEssI � �4 E REGISTERED C(V/L. /'J INEER �tl C 46515 * EXp.6---30-13 �I T V 1L01 I - State Farm Sports Village Phase 2 Project 0 1 L01 1 1501 TRUX TUN .A VENUE c j V 1 L���� 9001AsheRoad TO 661-827-4606 Fax: 661-827-6582 BAKER,SFI LD .A 93301 �F" CAS Bakersfield, CA 93313 RF1 if. 044 Date Created. 1112812912 REVISIONS Answer Company Answered By Author Company Authored By S.C. Anderson, Inc. Ed yac* 9001Ashe Road / Bakersfield, CA 93313 Co -Respondent ;Author RFl Number Subject Discipline Cai�sgory Monument Lettering Cion! Drawing Discrepancies Cc. Company Name Contact Name Copies Notes Question Date f aired: 121512012 I [)rowing; C-24 The monument sign detail on Dwg. C-24, Detail 1 shows what appears to be Helvetica font lettering, the drawing nags 12" letters to be used but the plan scales to 9'* lettering, Please confirm front type and sizing to be installed, Suggestion Answer , ' .� :. DateAnswered, Printed on, 11,12812012 Pmlog8� Template Page I R Ye" f3ENCH DETAIL 2" SCALE 1`1' 00 PUBLIC WORKS DEPARTMENT PLANTER SIZE VARIES ,SEE PLAN CONCRETE BENCH WHERE OCCURS CONCRETE SLAB FINISH GROUND ('REINF WERE OCCURS) a 77 SUBGRADE IMPORTED SELECT MA TERIAL Nt77E' SEE LANDSC0 N F R M E I") SE T APING PLANS FOR ADDITIONAL INFORMATION. PLANTER DETAII. SCALE*' l--l'-O" ,,. Mail SECTIONS & DE76A I L Z5fti STATE FARM SPORTS VILLAGE — SHEET Nth: 7.1-207 1 ASE ROAD C-24 OF 125 F_T_ I 0 1 2 ,y tl d PLANTER SIZE VARIES ,SEE PLAN CONCRETE BENCH WHERE OCCURS CONCRETE SLAB FINISH GROUND ('REINF WERE OCCURS) a 77 SUBGRADE IMPORTED SELECT MA TERIAL Nt77E' SEE LANDSC0 N F R M E I") SE T APING PLANS FOR ADDITIONAL INFORMATION. PLANTER DETAII. SCALE*' l--l'-O" ,,. Mail SECTIONS & DE76A I L Z5fti STATE FARM SPORTS VILLAGE — SHEET Nth: 7.1-207 1 ASE ROAD C-24 OF 125 F_T_ I 0 1 2 Cn -0 0 S: 1 a� Lg�Vryy �i✓ CL .-1 0 Q_ U) ro N 0 c� o CD z � Ln.n. W z Lir Li Li ca 0 Pa W TRENCH AC PAVING OR CONCRETE WHERE OCCURS SEE PLANS � T�-1! 1= -I (►..� i.//r.`/i.//i. .//i.//i.//ie%/ t i i --I I—I 11--I i I--! i I- i BACKFILL COMPACTED TO 859' o°i'xa°i�°� (NOTE.° WHERE PIPES OCCUR UNDER CONCRETE OR AC PA WING, COMPACT BACKFILL TO 57> X NN �. `' :s a +•• ..# 8'0 CLASS 200 RING TIGHT ^# PVC IRRIGA 77ON LINE AND IRRIGATION CONTROL WIRES LA 7ERAL LINES WHERE OCCUR 111 �— •wi,•�111 ....u. �_ ..__. ,_.....- .�_ ELECTRICAL CONDUITS'`... SAND BED PER ELEC, PLANS =moi}=�►?� " 1'-6" WIDE TRENCH ¢ TRENCH AC PA WING OR CONCRETE" WHERE OCCURS SEE PLANS �II1flltlill\\%\\%\\%\/��%\\%\%\\�%1ilII1E}11!!1�lliII�II I 2 %2"0 SCHEDULE 40 PVC PIPE PER WA 7ER PLANS - r #: :# LA 7ERAL LINES MERE OCCUR SAND BED 1'- 6 WIDE TRENCH AC PAVING OR CONCRE7E WHERE OCCURS SEE PLANS I � �. 't. s y '• rr. 800 CLASS 200 RING TIGHT' PVC IRRIGA TION LINE AND IRRIGATION CONTROL WIRES LA 7ERAL LINES w WHERE OCCUR 2 !12'00 SCHEDULE 40 - `:` ..z`, ` : ` ` " SAND BED PVC PIPE PER WA TERM LINE PLANS 1'-6" WIDE TRENCH AROUNDI. SEAL BASE COLLAR- SFLASHING WED GE DRY Y File Name: Base--KEN711-Ph ase2 Drawn: DP Job No.: P2K219 En gin eer: TA Date: 3115112 Checked By.�P.��Af � OF POLE/fOUNDA170N I FLAGPOLE SHAFT SLOPE TO DRAIN-TYP. f!NlSH GRADE 1�! ``�GAL V STEEL BASEPLATE �} STEEL SUPPORT PLA TE .Y. NOTE, 1. SEE FLAGPOLE MANUFACTURER'S 2' ®"� SPECIFICA 77ONS FOR INSTALLA 77ON RECOMMENDA TIONS. 2. SEE ELEC. PLANS FOR LIGHTING REQUIREMENTS. AM AO* API M SCALE: 112"=1'-0" O 9ROFESSIO�y9� F. E . �ilD.lX+� CO���P�eN M i. P C D `"i , REGISTERED CI VI L ENGINEER � C 46515 *. Exp. 6-30-13 CITY OF BAKERSFIELD 0.1 C/vi 1501 TRUX TUN AVENUE F QF cm_\i 0� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 11 l oil, STSEL WEDGES 1�! ``�GAL V STEEL BASEPLATE �} STEEL SUPPORT PLA TE .Y. NOTE, 1. SEE FLAGPOLE MANUFACTURER'S 2' ®"� SPECIFICA 77ONS FOR INSTALLA 77ON RECOMMENDA TIONS. 2. SEE ELEC. PLANS FOR LIGHTING REQUIREMENTS. AM AO* API M SCALE: 112"=1'-0" O 9ROFESSIO�y9� F. E . �ilD.lX+� CO���P�eN M i. P C D `"i , REGISTERED CI VI L ENGINEER � C 46515 *. Exp. 6-30-13 CITY OF BAKERSFIELD 0.1 C/vi 1501 TRUX TUN AVENUE F QF cm_\i 0� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 11 l CO FORMED SET IN SHEET NO. C-25 OF 125 1 2 3 IVA R = 05' R = 05" poll fig R = 05" (15mm) (15mm) Aw (15inm) 4 °4. R = 05' (!5mm) ° t 4• 4' °4 Q , .mre 4 .. 4 4 d I. A. • °' 4 d . 4 .q . . F ' A R= 05' ME 0B 0 (15mm) 10" (0.25m) Radius " 1 (15mm) 10 Weakened plane Joints or cold joints shall be constructed at 15' (4.6m) intervals Expansion 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 Engined, 12 Type 'A" curb and gutter is permitted only where approved or required by the City Engineer. 13 Type 'C' curb may be permitted by the City Engineer only in Mobile }tome Parks, and R -S -25A (Residential Suburban Two -And -One -Half Acre %lin;mum Lot Size) Zone 14. Permit for curb and gutter construction shall accompany actual work, 15 When constructing new curb and gutter, the existing pavement shall be sawcut a minimum of 2.0' (06m) from the lip of the gutter or as directed by the City Engineer. NOTE'S.• L All work shall conform to the applicable sections of the 'Standard Specifications, State of Coi;famia, Department of rrensportation ; approved cYnrent 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 90% to a depth of 6.0' (015%) below the subgrade: 3. Concrete for curb and gutter shall be class 'B' and shall be within 2.5' (65mm) to 5.5' (014m) slump. 4 Timber forms shall be surfaced on the on the side placed next to the concrete and shall not be less than 1.5" (40mm) thick after being surfaced 5. Top and face shall be troweled smooth, then givenn a final fine brush finish. 6. Where existing curb and gutters are to be replaced, new construction shall match existing construction unless otherwise directed by the City Engineer. 7. Concrete shall conto;n 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 90-7018 of the standard specifications 9. Existing sections of curb and gutter shall be sawcut at the limits of the area to be reconstructed. 4 4� *Gutter only allowed where approved by CtYy Engineer: FILENAME: ST-1REV Standard curb return radius Exponsion shall be 20' (6.1m) min. Join t Weakened on local streets and 3O' Plane Joint (9.1m) min. on all ortedals and collectors or locals at Gutter - intersections with arterials or collectors or as directed 4 by the City Engineer 4 4 4 Curb Gutter 4 Right -• of- way a AP)X d , 4 iii a, 3'Am) Ak ®..4 1W AWAAU °. or 21 J9 I '4 4 $mow dw 08=AXW"k 4 * 45' (1.4m) Minimum on all local streets e 55' (1.7m) Minimum on all arterials; collectors, schools, hospitals, commercial, industrial, or as directed by the Cify Engineer. 6.0' (1.8m) Mi»;mum on meandering sidewalk. 8.0' (24m) Minimum sidewalk widfh per Civil plans NO TES. 1. All work shall conform to Me applicable sections of 8 Sidewalks snail be scored to a minimum depth of 0125" the specifications entitled "Standord Spedficotions, (5mm) unless otherwise directed by the City Engineer: State of California, Department of Transportation, approved current edition. 9. New sidewalk construction In blocks with existing sidewalk shall confoma in dimension and location to 2. Subgrade preparation shall 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 05' (0.15%) 10 Existing sidewalk snail be sawcut and removed at the first scaring Ilse at or be)nnd the planned pint. 3. Concrete sholl be Clow "A" and shall hove a sump between 2.5' (65mm) and 5.5' (140mm). The surface 11 A permit for sidewalk construction and reconstruction shot/ be finished to grade and cross section with a float, sinal/ accompany actual work. troweled smooth, and finished with a broom. 12. Any variance .In fln;sh, color, or material, from standard 4 Concrete shall contain no additives unless prior approval wall require approval from the advisory agency Is obtained from the City Englneer. 13. Transitions in sidewalk t)pes must be approved by 5. Concrete shall be cured with a white -pigmented curing the City Engineer. compound complying to Sectlon 90-7018 of the Standard Speoifications FILENAME: ST-SREV DATE 6 Weakened Plane Joints shall be installed at 15' (4.6mm) s/s/99 intervals and expansion pints at 60' (18.3%) intervals °RAN" JcU F*onsion joints shall be located each side of a structure CHECKED s�lAw and at the end of curb retums COMBINATIONSCALE SIDEWALK N.T.S. 7 Expansion pint filler materiaf shall consist of APPROVED' "° pre formed strips of a durable, resilient compound I MJF B KE SFIELD 0.5" Rad Typical TYPE er (SEE NOTE 113 FOR MODRED "M' CURB) NOTES f. All work shall conform to the applicable sections of the 'Stondard Specifications, State of Califom;a, Department of Transportation ; approved current edition, and the following general notes• 2 Subgrade preparation Miall be constructed true to grade and cross section with compaction of 909 to a depth of 05' (0.15rn) below subgrade. 3 Concrete shall be Gass "B" and shall be within 25' (65mm) to 5.5" (0.14m) slump. 4 timber lams shall be surfaced on the side placed next to the concrete and shall be /am than 1.5' (40mm) thick after bekhg surfaced, 5. Top and Face shall be troweled smooth, then given a fins Arne brush finish. 6. here existing curbs are to be replaced, new construction shall match existing construction unless otherwise approved 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 90-7.018 of the Standard Spedficaiions 9 Existing sections of curb shall be sawcut at the limits of the area to be reconstructed. f0 Type "M-1' and "M-2" Median Curb only allowed as directed by the City Engineer. 11. Median curb to be constructed with fomhs or be controlled horizontally and verf dly with str'nyhe. 12. Men constructing new medic% curb, the existing pavement shall be sawout a minimum of 20' (06m) from the face of the curb or as directed by the City Engineer. a 13. Modified 'M' Curb: Depth of curb shall be extended to embed the bottom of curb 6" min. below the grading plane 14 Long. Rebar A Rebar, 80' (Od spaced at 40' (1.2 satin 1:1 P.C. and Sano' Mortar. MEMIW MW �. 'IM -- m (FC1RM% TWE -2A MEVIAN (FORMED) JOIN TS.• (a) Formed Curbs. • Expansion joints shall be constructed every 30' (9 lm) with weakened plane joints at 15' (4.6m). (b) Extruded Curbs- Weakened plane joints shall be constructed of 15' (4.6m) intervals (c) Two 14 longitudinal rebars shall be placed between the curb and the nose section. Bars shall have a 2.0" (50mm) minimum vertical clearance and shall be embedded 20' (06m) into the curb and nose section. Standard curb return radius Exponsion shall be 20' (6.1m) min. Joint Weakened _ on local streets and 3O' Plane Joint (91m) min. on all arterials and collectors or locals at Gutter -- intersections with arterials or collectors or as diretced by time City Engineer 4 Curb & 4 . Gutter 4 : o 4 _'�7 °. „¢ 4 Right-of-way ig '4 ®; . OF A . J FILENAME: ST 2REV 44 ) * EXP. 6-30-13 Actual dimension vary,; 30' (0.9m) minimum on all Depth varies depending on the street types or as directed by the City Engineer. REVISIONS See Rea & Parks Department for allowable trees t Uf ** 4.5' (1.4m) Minimum on all local streets Table 'B' below 55 (1.7m) Minimum on all arterials; collectors; schools, Nab hospitals, commercial, industrial, or as directed by the Zone City Engineer: all but the outer LO' (03m) of the 60' (1.8m) Minimum on meandering sidewalk. 3.0 - 5.0 1.2' 03►ih 80' (24m) Minimum sidewalk width per Civil plans NOTES: 55 - 65 l.5' X045)) 1. All work small conform to the applicable sections of 8. Sidewalks shall be scored to a minimum depth of 0125' the speclftcofiohs enticed "Standard Specifications, (5mm) unless otherwise dkeeted by the City Engineer. State of Califemia, Department of Transpotatlon", 85 OR MORE 2.5' (075m) opproved currant edition. 9. New sidewalk construction in blocks with existing compaction In all other areas r„ sidewalk shall conform In dimension and locatbn to 2. Subgrade preparation shall be constructed true to those in place; or as approved by the City Engineer. grade and cross section, with compaction of 90% to a relative compaction depth of 05' (0,15%) 10 Existing sidewalk shall be sawcut and removed at pipe zone to conform to notes 1, 2 the first scaring line at or beyond the planned pant. 3. Concrete shall be Class 'A' and shall have a sump -w between 2.5" (65m) and 5.5' (140mmj? The surface, 11. A permit for sldewalk construction and recotstrruciion shall be finished to grade and cross section with afloat, shall occompany actual work. troweled smooth, and Anislned with a broom. Haunch;ng 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 obtalned from the C;ty Engineer. Pipe or conduit COMMON TRENCH DETAILS. 6.0" (I. 15m 13. Transitions in sidewalk types must be approved by the 5 Concrete shall be cured with a white -pigmented curing City Engineer. compound complying to Section 96-7018 of the FILENAME: ST-9REV Standard - pedricafws. STANDAR 6 Weakened Plane Joints shall be installed at 15' (4.6m) Intervrils and expansion joints at 60'(183m) intervels Expansion pints shall be located each side of a structure STANDARD and at the end of curb retums SIDEWALK APPROVrDuu. 7. Expansion joint filler material shall consist of CITY OF BAKERSF pre formed strips of a durablg resilient compound. CALIFORNIA clTv ENCiNEER PUSUC WORKS Curb Face / Rowline mhbw *P adw qPWd by BOW. a Install handicap ramp at Expansion Jr oft) both curb returns per Joint C.08. standard ST 10. 4 191 Cify Expansion o i PLAN R/W Joint a�g 4 °4. 4° 4 4 . 4 4 -A,° ° 4.. 0 Expansr`on Expansion Joint Joint AM l0 .4 AAF I& 1 3 - 14 rebar each half of commercial drive (t)p.) NO TES. 1. All work small conform to the applicable sections of the specifications entitled 'Standard Specfrcatlons, State of Califomia, Department of Transportation'. goproved current edition. 2. Subgrade preparation for momptter shall conform to the requirements of the Standard Spedficoliona 3 Concrete for crossgutter shall be Class "A' and shall conform to the requirements of the Standard Specifications 4 Expansion Joints shall be constructed at every 30' (9.fkn) or as directed by the City Engineer. 5 For standard handicap ramp dimensions and notes, see City of Bakersfield Standard ST -10 or as directed by the City Engineer. 6. Concrete for gutter shall be withln 2.5" (65mm) to 45" (110mm) slump. 7 Concrete small oantain no additives unless prior approval 1s obtained form the City Engineer. 8 Concrete shall be cured with a white p;q- mented airing compound complying with section 90-701B of the Standard Specifications 9. An open street permit is required for all work done with the City of Bokersfreld's right-of-way. 10 Bearing soil shall be compacted to 95.'x' of maximum dry density as determined by A.S TM. D-1557 to a depth of 1.O' (03%) below crossgutter and 1.0' (0.3m) to each side of the crossgutte: 11. Die minimum slope on all cross gutters is 06f unless approved otherwise by the City Engineer. 12 All croagutter locations and sizes are to be approved by the City Engineer. 13 For major retarT commercial centers, the 12'(36m) wide crossgutter shall be afthated with the provision of other drainage facilities and with the approval of the City Engineer. FILENAME: ST-3REV Ramps and Driveway shall be constructed full width to the Right -of -Way line or 10' (3.tbm), whichever is less (See Section A A and notes) 1.0" (25mm) Score Joint ow aw at centerline of drive Expansion A' M -? *"'Z Joint VW r GutterPLAN Top Edge of Drive Approach Top of Curb Gutter Flow Line Curb Face ir Bottom of Curb N ON Atoo gr OWW Slope. 025" (5mm) R/W Line or per 12" (30Omm) 10 (3.Om) Min. 05" (l5mm) 6.0" (0,15m) x 6.0' (015%) �Q posJORINOW 2 - P41 df �a Amm df sr 5 077 A- A *0 boom of WWNk nim Expansion Joint 4 4W 1. Ali work shown shall conform to the applicable sections of the spedficotims entitled "Standard Speditcations, State of Odifomie, Department of Transportation', approved current edition. 2. Where driveway is to be constructed for a portion of sidewalk width (Section A -A), sidewalk shall be removed on each side of driveway for romp construction. Subgrade preparation shall be caistructed true to grade and cross section, with compaction of 95% to a depth of 60" (0.15%1 3. Concrete for driveways shall be Class "A" and shall be within 2.5" (6fmm) and 4.5" (011m) slump, 6.0' (015m) M14 and with light broom finish. 4 Expansion joints shall be installed as shown. 5. All existing concrete curb, gutter, and sidewalk small be saw cut at a tight an to the Sow line 6. Total maxiimum allowable rklveway width shall not exceed 6O% of commercial property frontage. Drive- way dimension as defined on pian shall be the basis Of such determination. 7 Use of Type "B" drive approach is only allowed by permission of the City Engineer, APPROVED 8 Permit for driveway construction shall accompany actual works W 0. 9. A minimum of 22' (6.1m) of full height curb shall separate driveways, except as noted on Tmfic Standard T-20, or as approved by the City Engineer. 10. No driveway construction is permitted in the street or in alley retums It No portion of the driveway or ramp is to be on adjacent property frontage without prior 4DProv41 of the City Engineer: 12 All driveway /ocat/ons are sub*t to approval by the City Engineer: 13 Concrete shall contain no addlO ws unless prior approval is obtained from the City Engineer. 14 Concrete shall be cured with a white pigmented curing compound compl)ung to Section 90-7.018 of the Standard Specifications FILENAME: ST-4REV STANDARD DAve x/2%99 DRAWN JCU COMMERCIAL DRIVE CHECKED APPROACH M. SHAW TYPE 99877 N.T.S. SHEET NO. CITY OF BAKERSFIELD T CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT 66 * EXP. 6-30-13 Cl T Y OF BA KERSF I EL D q�, 1501 TRUXTUN A VENUE Depth varies depending on the BA KERSFI EL D, CA ,9,3,301 REVISIONS street's Traffic Index (Tl.). See Backfill compacted to 95R'relative DESCRIPTION Table 'B' below compaction in roadway areas from (09m) be)aid back of curb, exdudng Zone �"i�`_ TRAFFIC INDEX DEPIN all but the outer LO' (03m) of the 2 3.0 - 5.0 1.2' 03►ih median areas, and in alleys, within 55 - 65 l.5' X045)) Me existing, accepted roadway 9 7.0 - 8.0 2.0 (0.6m) p 85 OR MORE 2.5' (075m) 847d*/ compacted to 90jr relative ' 4w.. compaction In all other areas r„ See Detail A -A V s Badchil compacted to 90Z relative compaction Backfill in pyre zone compacted to 90%relative compaction. Backfill material within the Upper limit of pipe zone shall be T0' (0.3m) above top of pyre bell or the outside diameter pipe zone to conform to notes 1, 2 -w of plain end pipe. and J. For public utilities , construction Haunch;ng requirements as per the Publics a DETAIL 1/C--24 FOR TYPICAL UlAitiss Commission General Orders Pipe or conduit COMMON TRENCH DETAILS. 6.0" (I. 15m gibe a� per 4 Testing of bodtfill materials shall be in accordance with the ASTM 0 2321 tests listed in Section 6-3.01 of the Standard Specifications, (or ASTM 01557, Method "C7 for trench width greater than 1.O' (OJ�n) NOTES• 1f trench width is less than 1.O' (0.3m), backfill with 2 sack curry. 1. Back& for Rigid Pipe 5 Compaction tests will be required and snail be the respons- Backfill material within the pipe zone shall be free of lKly of the DaWoper / Subdlvader / Contractor. The number deleterious material and shall have a Sand Equivalent of not and location of the tests shall be determined by the City less than 20 and shall conform to the following grading: Engineer. The tests dial! be in aaardonce with the tests Sieve Size Percentage passing listed in Section 6-3.01 of the Standard Specifications, (or 3/4" (20mm) too ASTM D1557, Method "C} No. 4 35--100 No. 3O 20-•100 6. Each layer of backfill material shall meet the compaction, This baccnl material Mall be placed in not to exceed one sand equivalent and gradation requirements before the next foot (1 O' loose)(O.3m) /avers, simultaneously or each side of the layer is placed. pipe in such a manner as not to damage or disturb the pipe on its alignment and grade Each layer' small be thoroughly camp- 7 For pavwrment patches within paved crew, see standard acted by mechanical tamping. Baekfl/ material shall be drawing ST -12 in this design manual. properly compacted to springMe prior' to proceeding. 2. Backfin for flexible pore T � Pipe and fittings shall be installed in accordance with the current ASTM specifrcotion D-2321. Only Class l and 11 embedment materials within the pipe zone wkl be considered suitable Wthin the p1pe zona, water flooding and jefting shall TA t REWM not be used for backfill compaction for flexible pipe The OR Smy bedding and haunching Sha!f be hand placed to the Spring line of the pipe and properly compacted. For sewer mains, Class l 1•0'`Q bo ado bedding is required for beddng and houncning. Core shall be %�i'CQ , Q�„ L Bangto taken not to dislocate the pipe. The remalning backfill in the Q' ) 949 Pipe zone shall be hand placed and compacted in lifts not to f. we exceed 6.0' (015m) th;dmess Backfill materlal shall be ��!'�Qar an properly compacted to siprOgIne prior to proceeding. 3. Back1111 material above are pipe zone shall be tee FILENAME: ST-13REV DAIS of deleterious material and lumps or stones exceeding s/2/96 STANDARD aRAvar 4.0" (75mm) in greatest dimension and shop be Jai placed in not to exceed one foot (1.0'loose) (03m) TRENCH BACKFILL cr+Er a layer's and each /ayor shall be thoroughly compacted AND COMPACTION M. sHAw by mechanical tamping RFCJU{RFMFNTS N.T.S. Ramps and Driveway shall be constructed full width to the Right -of -Way line or 10' (3.tbm), whichever is less (See Section A A and notes) 1.0" (25mm) Score Joint ow aw at centerline of drive Expansion A' M -? *"'Z Joint VW r GutterPLAN Top Edge of Drive Approach Top of Curb Gutter Flow Line Curb Face ir Bottom of Curb N ON Atoo gr OWW Slope. 025" (5mm) R/W Line or per 12" (30Omm) 10 (3.Om) Min. 05" (l5mm) 6.0" (0,15m) x 6.0' (015%) �Q posJORINOW 2 - P41 df �a Amm df sr 5 077 A- A *0 boom of WWNk nim Expansion Joint 4 4W 1. Ali work shown shall conform to the applicable sections of the spedficotims entitled "Standard Speditcations, State of Odifomie, Department of Transportation', approved current edition. 2. Where driveway is to be constructed for a portion of sidewalk width (Section A -A), sidewalk shall be removed on each side of driveway for romp construction. Subgrade preparation shall be caistructed true to grade and cross section, with compaction of 95% to a depth of 60" (0.15%1 3. Concrete for driveways shall be Class "A" and shall be within 2.5" (6fmm) and 4.5" (011m) slump, 6.0' (015m) M14 and with light broom finish. 4 Expansion joints shall be installed as shown. 5. All existing concrete curb, gutter, and sidewalk small be saw cut at a tight an to the Sow line 6. Total maxiimum allowable rklveway width shall not exceed 6O% of commercial property frontage. Drive- way dimension as defined on pian shall be the basis Of such determination. 7 Use of Type "B" drive approach is only allowed by permission of the City Engineer, APPROVED 8 Permit for driveway construction shall accompany actual works W 0. 9. A minimum of 22' (6.1m) of full height curb shall separate driveways, except as noted on Tmfic Standard T-20, or as approved by the City Engineer. 10. No driveway construction is permitted in the street or in alley retums It No portion of the driveway or ramp is to be on adjacent property frontage without prior 4DProv41 of the City Engineer: 12 All driveway /ocat/ons are sub*t to approval by the City Engineer: 13 Concrete shall contain no addlO ws unless prior approval is obtained from the City Engineer. 14 Concrete shall be cured with a white pigmented curing compound compl)ung to Section 90-7.018 of the Standard Specifications FILENAME: ST-4REV STANDARD DAve x/2%99 DRAWN JCU COMMERCIAL DRIVE CHECKED APPROACH M. SHAW TYPE 99877 N.T.S. SHEET NO. CITY OF BAKERSFIELD T CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT 1. All work shall conform to the applicable sections of the specifications enticed "Standard Specficatfo 4 State of Califomka, Department of Transportation , approved current edlMho. 2. Subrade shall be compacted to 95% to a depth of 6.0 (015%% 3 Concrete shall contain no additives unless prior written approval is obtained frau the City Engineer. 4 Concrete shall be aired with a white pigmented curing compound complying to section 90-ZOIB of the Standard Spedficacons 5. Concrete shall be troweled smooth and given a fine brush finish. 6. Minimum pavement section to be 02' (66mm) A.0 ow O.4' (012m) Class it Aggregate Base. 7. Weakened plane pints or cold pints shall be constructed at 15' (4.6m) intervals Expanslon pints shall be at eoch side of structures and at ends of curb retums 8 Structural sections for alleys shall be designed in acoadance with the Subdivision and Engineering Resign Manual. 9. Commercial alleys shall be constructed where multiple residential zoning is proposed T.1. = 3.O 1W pq CLASS "A" CONCRETE ETAiL -- * Proposed residential alleys honing slopes /an than Off shall have a 40" (01m) concrete invert. FILENAME: ST-17REV 9 Q9,cjf ESS / Quo Q� E. a r� 11Z: CD rn O 141ERCI L ALLEY * EXP. 6-30-13 Cl T Y OF BA KERSF I EL D q�, 1501 TRUXTUN A VENUE T.1 = 30 (COMMERCIAL) BA KERSFI EL D, CA ,9,3,301 REVISIONS TI. = 60 (1NDUSMIAL) DA TE DESCRIPTION Date: 3/15/12 Checked By , C-26 OF 125 LQ 0 � 2 4 4w.. � a See Detail A -A � 1. All work shall conform to the applicable sections of the specifications enticed "Standard Specficatfo 4 State of Califomka, Department of Transportation , approved current edlMho. 2. Subrade shall be compacted to 95% to a depth of 6.0 (015%% 3 Concrete shall contain no additives unless prior written approval is obtained frau the City Engineer. 4 Concrete shall be aired with a white pigmented curing compound complying to section 90-ZOIB of the Standard Spedficacons 5. Concrete shall be troweled smooth and given a fine brush finish. 6. Minimum pavement section to be 02' (66mm) A.0 ow O.4' (012m) Class it Aggregate Base. 7. Weakened plane pints or cold pints shall be constructed at 15' (4.6m) intervals Expanslon pints shall be at eoch side of structures and at ends of curb retums 8 Structural sections for alleys shall be designed in acoadance with the Subdivision and Engineering Resign Manual. 9. Commercial alleys shall be constructed where multiple residential zoning is proposed T.1. = 3.O 1W pq CLASS "A" CONCRETE ETAiL -- * Proposed residential alleys honing slopes /an than Off shall have a 40" (01m) concrete invert. FILENAME: ST-17REV 9 Q9,cjf ESS / Quo Q� E. a r� 11Z: CD rn O n REGISTERED GI VI L EN GI NEER Iz C 46515 X * EXP. 6-30-13 Cl T Y OF BA KERSF I EL D q�, 1501 TRUXTUN A VENUE F ®F` CA��o� BA KERSFI EL D, CA ,9,3,301 REVISIONS No. DA TE DESCRIPTION Date: 3/15/12 Checked By , C-26 OF 125 0 � 2 x rems 2 L MM 1111NI, Arm NDA RD DE IL y" File Name: P2K219 Drawn: DP -- 1%(�.OWORKS DEPA J®b Na. ; P2K219 En gin eer. TA LA I I OF BAKERSFIEL CALIFORNIA PUBLI tyl MENT 7. 1-207 SHEET No. Date: 3/15/12 Checked By , C-26 OF 125 0 � 2 to 4 Construct Inside Drop Space at equal Distances t .n Standard Tee INSIDE .�---- Pavement Standard 90° OUTSIDE DRAT' d Manhole nd Collar SW -6 l Tee eat gasket) Standard Manhole Cover and collar per city standard SW -6 Mortar Seal Water Seal (rubber gasket) Min. 2 stainless steel straps at max. 3.0' (12m) spacing attached to manhole shaft with stainless hardware Standard 90° Elbow Class 'A' Concrete NO TES. 1 All work shall conform to the applicable sections of the specifications entitled 'Standard Specifications, State of California, DVartment of Transportation' adopted current edition. 2 Drop manholes will only be allowed with the approval of the City Engineer: 3. All manholes shall conform to Sea 3.2.3 of the manual text. 4. Drop manhole is only allowed If drop distance fs 30' (0.76m) or greater. * Maximum slope allowed inside manhole. FILENAME: SW-3REV 1 12' (03m) concrete collar (If not located in sidewalk) Woterproof next location tag L Ike, •, . A �*��`� fi �=tri +� •W • •r �!� •t 12 (0.3m) Min. Radius To Street Light NOTE5:° L Locate street light pull box in sidewalk within 50' (1.f) of street light standard. 2 Remove cover before placing concrete. Keep inside of box tree of overspill 3. Pull box shall be size 31/2 and shall be located within 50'(1.4%) of the street light and installed flush with the sidewalk Gravel (0.75" or 20mm max.) shall be placed under the pull box for drainage Pull box cover shall be marked to Notify it as street lighting. Pull box shall be pre cast concrete. Slope oway from Pull Box ,,.It III . ITf a e+ 20' (50mm) Alin. D Q O 075 (20mm) Max. size grovel bed 0°5" or 0.625' x 8.0' (0mm or 16mm x 2.4m) !rounding Rod (at street light pull box only) UU BOX DEW 1.5'- 2.0' (0.5m - 0.6m) - siaek wire between connections To Utility Service -- --.•� Coil 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 BOXTAIL FILENAME: S7-23REV Note• PCC Slab not to he aced until PC. C, stab not to be poured until paving Pi and imbedded into is in place. Slab and lid to be 0.125" to pav4ng is in place. wail 1.0' (0.3m) tfP. PLAN 025" (3mm to 7mm) below new paving A.C. Poling Edge Pick Hole Sawcut (optional) LO �25mm) Letters,"v/ 025 (5mm) Hign ' 05' x 0375' Diamond Mat, '' '° ' �• ", 4°0' -10annm . :•.. d :fik 0.125'° (3mm) Deep a wye or tee: For pipes 18' (046m) or large; a manhole must be constructed where wrings are made. The at U EN AL to cores plate detail Building paper or Top of a' " '' • °; • '• Plastic in joints °•` ' Monument BKSF •� ••` '" ' 0.5' (12mm) Hole Coast Standards of the day pipe institute. Gaps formed by uneven hole cut 4. 0.75" (20mm) Letters Pipe Casing 0.125 (3mm) High 2.0' (06m) Square PLOW Concrete Pad ELM 1t12�' RU U T (am' .�. Q NOTES: 1. All work shall conform to the applicable sections of the sped cations entitled 'Standard Spedflcollons, State of Caiifomiq Deportment of Transportation" approved current or { , _ 1r"" edition, and the following general notes. Water stops 2 Castings shall conform to the provisions of the spedfications ----- for grey -iron castings, serial designation ASN.- A4$ doss no. JOB pipes �Qar 3° Ae frames and covers shall be tough, grey cost iron, free from warps} crackly swells, and cold sheet, and shall have a warkmanikre Anish. `Y' must not extend into SEr"n A A 4 Ike seats of frames and bearing faces of the corers shall be Stamp Disk with R.C.E. machined for a smooth, non-rockbg fit betwom the two castinkp or GS. Number. 5. Casting shall be thoroughly cleaned and dipped twice hm a Concave depression for preparation of asphalt or coal tar and oil applied at 300* F Surveying purposes to form a firm and.tenodous seal 6 Concrete shall contain no additives unless prior eriften approval is obtained from the City Engineer. 7. Concrete shall be eared with a white pigmented curing compound complying with section 90-7.OIB of the Standard Spedfications 8 The surface shall be finished to grodk troweled smooth, and given a light broom finish. 9. All concrete user#,' l be Class 'A'. 10 The name of the manufacturing company shall be on the '� ' underside of the cover. Disk shall be Leltz Disk and Stem to be 11. Pipe casing shall be 10' (025m)1.0. steel, AAS, or as No. 8134-13 or cast together of Bronze directed by the City Engineer. approved equal FILENAME: S7 21REV 0.438' x 2.0' Shank (11mm x 50mm) °A 6/2/99 to 4 Construct Inside Drop Space at equal Distances t .n Standard Tee INSIDE .�---- Pavement Standard 90° OUTSIDE DRAT' d Manhole nd Collar SW -6 l Tee eat gasket) Standard Manhole Cover and collar per city standard SW -6 Mortar Seal Water Seal (rubber gasket) Min. 2 stainless steel straps at max. 3.0' (12m) spacing attached to manhole shaft with stainless hardware Standard 90° Elbow Class 'A' Concrete NO TES. 1 All work shall conform to the applicable sections of the specifications entitled 'Standard Specifications, State of California, DVartment of Transportation' adopted current edition. 2 Drop manholes will only be allowed with the approval of the City Engineer: 3. All manholes shall conform to Sea 3.2.3 of the manual text. 4. Drop manhole is only allowed If drop distance fs 30' (0.76m) or greater. * Maximum slope allowed inside manhole. FILENAME: SW-3REV 1 12' (03m) concrete collar (If not located in sidewalk) Woterproof next location tag L Ike, •, . A �*��`� fi �=tri +� •W • •r �!� •t 12 (0.3m) Min. Radius To Street Light NOTE5:° L Locate street light pull box in sidewalk within 50' (1.f) of street light standard. 2 Remove cover before placing concrete. Keep inside of box tree of overspill 3. Pull box shall be size 31/2 and shall be located within 50'(1.4%) of the street light and installed flush with the sidewalk Gravel (0.75" or 20mm max.) shall be placed under the pull box for drainage Pull box cover shall be marked to Notify it as street lighting. Pull box shall be pre cast concrete. Slope oway from Pull Box ,,.It III . ITf a e+ 20' (50mm) Alin. D Q O 075 (20mm) Max. size grovel bed 0°5" or 0.625' x 8.0' (0mm or 16mm x 2.4m) !rounding Rod (at street light pull box only) UU BOX DEW 1.5'- 2.0' (0.5m - 0.6m) - siaek wire between connections To Utility Service -- --.•� Coil 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 BOXTAIL FILENAME: S7-23REV FILENAME: SW-7REV' 14 bars bent down NO TES. and imbedded into t For pipes 6.0' (015m) to LO' (03m) in diameter, a wail 1.0' (0.3m) tfP. PLAN licensed contractor who has the proper eWoment and DA TE permits is considered an approved agent and may core 4°0' -10annm . Into the city's lines or remove a section and construct cover /A1530 with 275' (70mm) a wye or tee: For pipes 18' (046m) or large; a manhole must be constructed where wrings are made. The at city inspector must observe the installation of saddles AL to cores plate detail 2 Vitrified day pipe saddles shall be extra strength day pipe and shall conform to the requirements of the West Cement Joint Coast Standards of the day pipe institute. Gaps formed by uneven hole cut 3° VCP saddles may have either lugs or collars into existing sewer main shoe be plugged with paper before 4 The bell shall be true, circular and concenNo with the cementing Do not use oakun. bore of the pipe and shall be scored on the inside of its entire depth. ELM 5. Openings in existing sewer shall be made only large enough to admit all of saddle fiifing. Lugs or cWters not resting on pipe shall be blocked up and sealed with epoxy glue 6. All installations shall be inspected by the Public Works Department of the City of Bakersfield prior to backfill 7° For PVC and ABS pipe, fittings shall be injection molded Water stops and shall be installed in line on new plpellnes; cut -in ----- fittings are not permitted on new subdivisions or new pipes new main lines 8 PVC or ABS saddles shall be rubber gasketed and shall be fastened by stainless steel bands r 4 4 Mor -goof 4 `Y' must not extend into sewer main. FILENAME: SW-7REV' 14 bars bent down Gutter and imbedded into Curb wail 1.0' (0.3m) tfP. PLAN 20 = 5Amm DA TE Alhambra foundry gdv. frame & 4°0' -10annm . 11 cover /A1530 with 275' (70mm) - stainless steel socket head set 3 screws (set opposite and finished See steel flush) or equal plate detail u 00 4 No. 4 bar see note 14 R=44 R=ppe 4'1' wall thka WS Slope to outlet from all directions A O4'' Subgrade is optional with contractor Water stops on plastic pipes her 4 A r 4 4 Mor -goof 4 10' 4 4 , Itow 44 (2Smm) ° ' CLR a .'4, $" ere • v '® •• d �APF nig PW Street Light Toward center Toward Street of intersection NUMB&ING ORENTA770M NO TES. 1. For metal poles, apply backing to a dean surfaca 2. Baaft plate shall be Almetek EMP - 2,5V3 or approved equal on all city approved poles 3• Numbers used shall be Almetek PS - 25 series or approved equal. 4. Pressure sensitive markers of reflected scotchlite blue numbers on a white background. 5 Bottom of letter block is 9.0' (2.7m) from grade f sldewalk elevation, adpst as needed to dear hardware or appurtenances 6. For street light pole standardly see detail ST -22, 7. Developer / contractor shal Install city approved numbers on alt street light poles Reinfordng steel, see plan view. .' Alhambra foundry curb or IA -3911 with anchors or equal Protection bar - (see note 7) / O5' (15mm) Dir. Stirrup-�/ L0' x 17' (25mm x 0.4m)/ support bolt with hex nuts % R--3.0' (75mm)�j ---- Expansion material FILENAME: ST-24REV I Adusting nuts to be tightened and secured in place when plate is in proper position. R=0.25' (8mm) 44 Normal gutter Aowiine Awl s 4' 4. 0, a' .a ' R=1.5' (Ohm) or 2.0 deep faint between box and depression 67M RA 7E /VL N07ES.' L All emcrete $brat! be class 'A' and shod be o thh 25' (85mm) to 5,5' (0.14m) slump. 2. gab to be poured monolithic with sidewolk where sidewrdk is required or needs rg9xi e.g. Surfaces of all exluosed concrete shall match s/opey frntsa, color, and savAg of adjacent concrete: I W fh T--60' (0 15n) e t when Ham' (24m), T=8.0- (ooh) or U8' (2.4m), r=8.0' (0.2m). Catch basks walls shaV be hrareased by 20' (5f,bnm) m nknrnn ka thielmess if poured a9dist noturd ground in Bert of outside face lams 4 Wraha3�ud7g not mWihed who H=80' (24m) or less and L=X 0' {2.1m) or lees Walls moseAg these kraits shall be rokforcod with No. 4 bars at 1.5' (oft) 0°C both ways All rehfm*g she! be No 4 bars 1°5' (4ftm) dear of hskle face unless ofherwise sho+m. 5 All exposed metal parts shay be galvanized after faWcabon. 6. Sapparf bolts shall be hstalled when Angth of ape by exras* 50(LSm) OC and stall be spaced betxaen 30' (0.9m) to 50' (t 5m) 0C 7. iilren crrtb openkg exceeds 55' (014m), a ploba round steel proteption bar 1.0' (2fnm) err aro. stiedl be kstdled Bar steal/ be ftedded 50' (1.5m). at web end 8. Poe shall be as Vw1fW or as directed by the City aghwr As angular cut On the poe shall be mode acs directed by the City Enghm 9. All work sirdl conform to the aPplk&e sections of the spedficagms ent/ted 'Standard *cifko11hn4 State of Califomio, DVartnient of Trrxasportatiw t""W current edtim. FILENAME: A-14REV �` {d Auden '""' mere in and outgoing sewers in a manhole vary in ; ' ,, 4,, .':a, s a ' Tal , 'r• 1. , , ; t t < :`° • size, extend lower halves of --w- 1 , < •` ° 4 ` "' .: sewers 8.0" (02m) beyond ®� inside of wall and shape transition channel between , <. I ends of lower halves of pipes: ' Shelf � Where incoming and outgoing : sewers in a manhole are of 4 4, the some diameter, the top ...®..r.., *.r..,G half of pipe shall only be I between walls and Inlet I the broken edges shall be plastered smooth with t>-�. cement mortar. ELM . + IL AT BMW P.C.C. slab not to be poured until R=0.5" paving is in place Slab and lid (12mm) to be 0125" to 025° (3mm to 6mm) below new finished poling. Special --r Aggregate SEC170M (Calcareous) APPROVED NO TES. 1. All work shall conform to the applicable sections of the sTedfleatians entitled 'Standard Spedfrcalkas, State of Califomiq Department of Transportation ; approved current edition. 2. All unlined manhole jafnis shall be filled with Kent seal or approved black mastic equal. inside of manholes must be mortared and neatly raked or wiped on inside of Poe. 3. Pre cast reinforced manhole sections shoal be constructed in accordance with the provisions of ASTM C-478, current edition. 4 All sewer manhole4 for sewer lines larger than 18' (046mJ In dkinater, shall be lined with 7=Lock' or approved equal. 5 Concrete pad shall be cured with a white pigmented curing compound as per section 90-ZOIB of the standard specifications 6. See standard drawing SW -6 for frame, cove, and amp manhole details 7° Al channels shall be smooth finished with steel trowel. Self shall be broom finished for sip resistance. FILENAME: SW-2REV nATE 6/2/99 STANDARD DRAW Jou MANHOLE ` E M. SHAH SCAM TYPE err ala N.T.S. SHEET NO. CITY OF BAKERSFIEL. - CALIFORNIA 3TY ENGNEER PUBLIC WORKS DEPARTMENT Normal Normal Normal Nokia/ C.H. C.H C.H C.H. hitter Vie,-.-'' H&0 .,�Q►/e (fit ' Valle �,r...- H&C PIAN PLAN Normal Normal C.H. Clea �` C.H. Normal JWM Normal thing C.H. r C.H. CH&Dwow wow Emits r A , I �7. r�•/ C'l A , , .• ^ lI�l•-i ! .t _. r 'cr•-,'r ., t� i., rFA1 .. .;c NO TES. Round_ 1. D = gaiter a4�ressfan, it shot! be 20' (5Amm) far t}pe 01f A and A-1 catch basins and 36V (75mm) for Other ktlet tow unless otherwise shomt. C.H. = curb height CH. t D Lsnits = !knits of luted depression In gutter. 2 Gutter depression shall be dais T' P.C.C. 60' (0.15m) thick 3. GDO, 00, and IFIL inlets may be used with approd of the City Engher 600, 00, and C4 inlets shall be constructed without steps, h conformance to the State of Cdifomk Department of Transportation Standard Pians D72 & 074 and #rotes Mail be * 24 is conformance to sfamdard plea D77-6 4 Detads for AC Pawment: Khan P°CC pavement Is used comers surd1 be spored off. 5 &FORsian materid or 20' (SAmm) dego joint betwem box and wkags: 6 Grates only allowed with the gaprowd of the City APPROVED Engineer :mss �•.r Gutter Slope, FILENAME: 0-17REV ® Q?f ESS l y0 E. Cl) REGISTERED CIVIL EN GI NEER C 46515 Exp.1501 -q�, CTRUXTU � VENUEt�.�301 � BA KERSF EL Di C ®�` WF AF W No. DA TE DESCRIPTION 1 11 2 3 00 ti. VR 51 ^NDARD DETAIL%7 File Name: P2K219 Drawn: DPA GE SHEET lV D. 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HOGGA TT Engineer: D.HOGGA TT Checked By.• 7.1-207 11 � 40 D SHEET No. IR -7 OF 725 1 2 3 p00FESS/0�9 E. cD REGI ,S• TERED CI EN l EER C 46515 Exp.6--30--13 CITY OF BAKERSFIELD C1V1�- 1501 TRUXTUN AVENUE CSF BAKERSF�I,ELD, CA 93301 CALt��� REVISIONS No: DA TE DESCRIPTION SJJ�AFW UBJEC T S TA TE FA RM SPOR TS VIL LA GE -PHA SE 2 /1 ROAD SEE ENLARGED PLAN ON SHEET JR1.2 SEE ENLARGED PLAN ON SHEET JR1.2 � o 1 I . � c � PROPERTY LINE iE l 4 84041 SENSOR /NSMU, ASR 4-41 NEW MAIN STORM DRAIN LINE EXISTING 10"0 IRRIGATION LINE PER STORM DRAIN PLANS (VERIFY EXACT LOCA TION) 11IRM R,F401ll!'I,E/1 PIgr1ONS " NEW 100 IRRI GA TION'IEX15STING SOCCER FIELDS " 400411r14117 1:40141 SENSOR BYPASS LINE -- Q (41 1411RF FOR CONNFMON TO INK.MO%? 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A I THIS ilEET PLAY FAIR DRIVE KEY MA p" KOM ;' ,,.'.... .,..t ,..... ti, .:f LINE TO SHEET IR4 TOP .' a SCALE: 1 30 .. .... .. ,_, ... .. n. 1, IRRIGA TION PLAN STATE FARM SPORTS VILLAGE a F h 1 i{ ...x..«.....w,...-..«-.re..,ten-x..w,....�.m-...,..«,-m-+.. ...,.:..............«...a..«.,r..-.,-.,.._........«...uw-+..-e-.m...,..w.,m.n..+...+x..,..,.........:...-..-.m.�.-... ..-......--e..-.+.. »+».. ,..nw+ i. awaits J G... PHASE 2 7.1 207 ,9001 ASHE ROAD IR -2 OF` i -5 3 0 2 >r,� ARCHITECT'S SUPPLEMENTAL INSTRUCTION Date: September 26, 2012 ASI No. 002 Project Name: State Farm Sports Village - Phase 2 To: Randy Thornburg, Construction Inspector " From: Taylor Abernathy, Civil Engineer III Project No: P21(219 RFI No. 22 The position of the City is that the instruction herein: ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformation with Section 10.1.1 of the General Conditions, within (14) Calendar Days of receipt of this response. „ ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response, issue to the City a Notice of Potential Claim (NPC) referencing this ASI Number. The Contractor shall file the NPC along with the required follow-up documentation in accordance with all of the provisions of Section 6.18 and Section 1 1 of the General Conditions. DESCRIPTION: Per our field discussion, please cap existing 6" water main north of the southerly valve cluster. Relocate the northerly valve cluster and fie into the 8" water main within phase 2. Contractor shall keep the northerly valve cluster operational except during the final switch over. Rewire the northerly valve cluster to be included in phase 2. Remove 6" water main and compact to the compaction requirements for the fields within the Technical Specifications. Referenced Drawings: Sheets C-3 & C-5 Referenced Specifications: Section 8-1 Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer ❑ Landscape Architect ❑ Electrical Engineer ❑ Civil Engineer ❑ Mechanical Engineer ❑ Other ❑ Architect S:\PROJECTS\201 1-2012\P2K219 Sports Village Phase 21ConstructJ6nLAS1s1AS1002.docx r10A1 NO rr 0A1 5,0�7Tr X 5,4T z�F.141,FRWI, IRR149W ------------------- ROAD McKEE ----------------- Ar IM141,94K 4' 2-712 241,911< 2& 20 7T/-�-- 3 7-112 0 2112 4- -- — — — — — — — — — ---- 547 au oilman 3 3"t,_ I I i if NOW _7 .... ....... 7--,7jWA1a'A&W It oz/,;w or 103" 4 AWAIMK� f7 �V < 2 31#'l 00 IV -f /'j'v & — 3 J I AV, "P. 5,PoR r r/A ap #i wp5 3 S48 W ROP)MO 04 /A/ kXCUf $'RwR---p f), C/ry k'v#1A$'rR 2-112 1*1A1 '46 2e AlK51- 0,4'+ ov. -rxf/ 3 Ito �12 AAV t7Z MW go 7e 0INXISP 2 A/ jeo ;701 , P -f, fiN 2, 7776- RMA100 -T (D 76o ;v, Rmmmo #20 A0Z270Aff 1- 112 oil, 00 OWN 4 11'�"��'y -112 4-1 1 -40 1,11r-AW-2#5SIRV lW7,96VIK41 6*5,1-521-q41 0 0 MW 41,034P 411rq 2# VO4 r,;94�IP MV2061RO IM02051 R0,MV10,1111M #101VO �'J IRRIW170W C,0,411R,9t alX-0(1) MMMaz�.XR le 0 r ff Z#,WRO /V790a, K4P CM-521RO 0' 6 tV­4 IRR?W 170,V WAIMN eW4XV) 4�WM04a' 01060 t C4W,0VA11M', W CXffacXW M1517N& 1112- 1<0 rO A1441 COVWI 1,05 T,, of *40 llrO)WOW 067, t1-1 J, -11211 7 mff-1 Al Mri'V#411-lf 2004VPlq 1-112 k -A 6 7 �v 'w'r t I 21ot ho 2 2-712 Im-f rf-R ilwwi)� mmw jvp, Aw 3 i0i -w IAJ,# R,#1q1x1)W i/F SMYS C) moo eyR C'4 ma 00M # Pilf-iloep-11 JU/9W, rf 4WROZ V,44 Vf$ S�Wl 4 X.F 94/A/ ORP 3 I'RAW K Ulf -Ty- — A0 it 3"' 412 'lip -l", 3 -R W PR SOC FIELDS 3 -112 NEW 3 162 1 2 INN"* XIM jvy, 24v 0,0/0w IRRIOWN a1XRK4 UNO lr#At� .54V V PVC �444 AIRP4F RPr 1-112 -Vol r 7 -0A1 101flIV 41W McKEE ROAD rA 4F Z� 7' A151W Alr5r RIN6, 01Nr 0,�C'5AI9 I 172 0 it CL M# x 4N. low 4�IWK 4 PURS 44'1� fln If T W I 2 mo v 2 an =71, a �42 ............ 3# 3 0 .......... 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INAL q1pb*n: D.HOGGATT LAGE - PHASE 2 Re Nom DonJ- 10-2012 F.—"- STATE FARM SPORTS VIL 7.1-207 IR -3 OF 125 '�ob No,: P2K219 neer OH Pui3LIc woRKS DEPARTMENT 9WI ASHE ROAD CALIFORNIA . ....... 12 jChecked OF BAKERSFIELD7 oote: 2 s 104� E EGI TEIR� F�D Cl V1 N -FR C`2' C 46515 Exp. 6-3 3 CITY OF BAKE-RSFIELD Ivi 1507 TRUXTUN AVE'NUE OF CN, BAKERSFIELD, CA 93,301 REVISIONS No.— DA TE OESCRIPTION 2 3 [-1:4: IRR19,4 r1o1V A��w.05 t4F94FN-P-# irz - AP, - A0 - K7 - )W# k, J I AV, "P. 5,PoR r r/A ap #i wp5 3 S48 W ROP)MO 04 /A/ kXCUf $'RwR---p f), C/ry k'v#1A$'rR 2-112 1*1A1 '46 2e AlK51- 0,4'+ ov. -rxf/ 3 Ito �12 AAV t7Z MW go 7e 0INXISP 2 A/ jeo ;701 , P -f, fiN 2, 7776- RMA100 -T (D 76o ;v, Rmmmo #20 A0Z270Aff 1- 112 oil, 00 OWN 4 11'�"��'y -112 4-1 1 -40 1,11r-AW-2#5SIRV lW7,96VIK41 6*5,1-521-q41 0 0 MW 41,034P 411rq 2# VO4 r,;94�IP MV2061RO IM02051 R0,MV10,1111M #101VO �'J IRRIW170W C,0,411R,9t alX-0(1) MMMaz�.XR le 0 r ff Z#,WRO /V790a, K4P CM-521RO 0' 6 tV­4 IRR?W 170,V WAIMN eW4XV) 4�WM04a' 01060 t C4W,0VA11M', W CXffacXW M1517N& 1112- 1<0 rO A1441 COVWI 1,05 T,, of *40 llrO)WOW 067, t1-1 J, -11211 7 mff-1 Al Mri'V#411-lf 2004VPlq 1-112 k -A 6 7 �v 'w'r t I 21ot ho 2 2-712 Im-f rf-R ilwwi)� mmw jvp, Aw 3 i0i -w IAJ,# R,#1q1x1)W i/F SMYS C) moo eyR C'4 ma 00M # Pilf-iloep-11 JU/9W, rf 4WROZ V,44 Vf$ S�Wl 4 X.F 94/A/ ORP 3 I'RAW K Ulf -Ty- — A0 it 3"' 412 'lip -l", 3 -R W PR SOC FIELDS 3 -112 NEW 3 162 1 2 INN"* XIM jvy, 24v 0,0/0w IRRIOWN a1XRK4 UNO lr#At� .54V V PVC �444 AIRP4F RPr 1-112 -Vol r 7 -0A1 101flIV 41W McKEE ROAD rA 4F Z� 7' A151W Alr5r RIN6, 01Nr 0,�C'5AI9 I 172 0 it CL M# x 4N. low 4�IWK 4 PURS 44'1� fln If T W I 2 mo v 2 an =71, a �42 ............ 3# 3 0 .......... 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LLJ LJ z 0 LL1 I m : r 191 Mlat?rION 40NM04rCK5(l) 40NrR0U,,FR 1w 111r-99-211551RX-9 90 P 01060 IftigWrION CONRM r: r /r -: `ri , 07060 e" AND 10 rlAN940 AW re0-N0R4#.PZ1C rlU IRON RKSIUMr ".A0,F-NRf Al rF 14,44 VAFf 200410M r 1► � I r I /► / r r r it i r> r / j rr rr r f • oe I I 'J` 4 Job No.: P2K2-1-9 ��ngglrneer: l Date: 311512012 lChecked By to, • r REGISTERED C/0�1f---7- C 46515 Exp. • Cl TY OF BAKERSFIELD 1501 In � !r► it • rzEvisioivs No. DA TE DESCRIPTION IS371 MdKEE ROAD AREA OF WO (SEE ENLARGED PNZ7- e THIS SHEET), { v= 0 w Q I 7 - PHASE -1 FAIR PLAY DRIVE STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET 1V0. IR -6 OF 725 T -r- Q 1 2 3 i ,► • ,' rl i sr Ar ;i ♦ r i /� i �►r A Q MEOW I 'mmmmmm r 191 Mlat?rION 40NM04rCK5(l) 40NrR0U,,FR 1w 111r-99-211551RX-9 90 P 01060 IftigWrION CONRM r: r /r -: `ri , 07060 e" AND 10 rlAN940 AW re0-N0R4#.PZ1C rlU IRON RKSIUMr ".A0,F-NRf Al rF 14,44 VAFf 200410M r 1► � I r I /► / r r r it i r> r / j rr rr r f • oe I I 'J` 4 Job No.: P2K2-1-9 ��ngglrneer: l Date: 311512012 lChecked By to, • r REGISTERED C/0�1f---7- C 46515 Exp. • Cl TY OF BAKERSFIELD 1501 In � !r► it • rzEvisioivs No. DA TE DESCRIPTION IS371 MdKEE ROAD AREA OF WO (SEE ENLARGED PNZ7- e THIS SHEET), { v= 0 w Q I 7 - PHASE -1 FAIR PLAY DRIVE STATE FARM SPORTS VILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 SHEET 1V0. IR -6 OF 725 T -r- Q 1 2 3 e -- J CL Q I N o 0 0 0 a J Cy% N C- 0- 0 - CL I rn } L.. 0- V) I v-- W r^ N e-- 0 N Z_ CL' LJ LJ _z 5 {. d Li SEE GENERAL /RR/GAT/ON NOTE ON SHEET /R 2 T t r McKEE ROAD I !*]Boom I r i` I I 7;i IUD _ � � �� r ♦ ; �, w, / I r I I AREA OF WOR {SEE ENLARGED PLAN I < f r NONE ® �t ■ I IRON,raw► r i rr�w rc�nNrrvrr r��► - rrw���rrc:; .. _ wrroww1w � r •...rrrw►...�rr..�,r.r�..:� NOWWI i+.r..rr....rw�+.►�r.a.r..r�rr f�iMM IMIci1 i ;. 1 mitumlisi�� �r..��.�.+a��.. ..� 1�k)W ����i,rr~i►�F��■■'��l�f�fl�LfiUi�i�G'i��:fw7���■�_�ffiifl�lt����iiwGi' ,�-�������_��-�� r► rrrnriww - wrrrrrr+ wwrrt rfrsr �rrw��rr �r�ir�r- wr�.w.rrr.,�....�,rr �sr■ri.r�. :. 1► C ►/ r \ AP►rwr�iXV '�►� f / MSA q MI 11 oil MOW IC 441MR atMICK OMPI.,iIJim t` 1 1 yy I , mum Nli I ii .#a ' ' ' tit�► �, I : r_ I i i t .1 t ..�rr�r�r►;�rrrnrw wrwrw�r�r..� rrw\'�nr�rr► ,�rrw�w\wr r�� wrwriw , � �T, /W"l"Y. � ... �������'1111��-���'�����tt������������ifr.����i��iiri■�firiit" 1 e i �-����U�I���� 1 ._ r E ..��.:ttr,....nru� J �....�.rw..�t�,..,Mw�r�r..�...• .a....�D�..aa.�.rllt.�..r...a r �i�.a. �.�.. 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HOGGA TT STATE FARM SPORTS VILLAGE - PHASE SHEE T N0. C/7Y OF BA KERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT ul Job No.: P2K2 i 9 En gin eer: D. HOGGA TT 7.1-207 Date. 3/15/2012 checked ey.• IR— % OF 125 0 1 2 3 r McKEE ROAD I I I 7;i IUD 0 AREA OF WOR {SEE ENLARGED PLAN THIS SHEET) < f FAIR PLAY DRIVE ® ,!,r,%g wo r IRRIGA TION PLAN ,,,,',. a� � a•"�,'i age File Name: Donk-1®-20i.2 FINAL n: D. HOGGA TT STATE FARM SPORTS VILLAGE - PHASE SHEE T N0. C/7Y OF BA KERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT ul Job No.: P2K2 i 9 En gin eer: D. HOGGA TT 7.1-207 Date. 3/15/2012 checked ey.• IR— % OF 125 0 1 2 3 0 z 0 Li 0 CL Q c-- C- R 0- z N V e'er 0 t� -0 e N W 0- I (3) ®C) U) CL 0 ls.J r� t� r - N 0 z t2_ W z C9 t L SEE GENERAL /RR/GAT/ON NOTE ON f� VEET /R 2 C&I fs"All A If tE tl i IRRIGA TION PLAN ## !1 � w /'1 �► 1/2" .71211 4—i ' l'® 3111 P t! it . Yrs. 1/2' 9211 !11 Is•►,.INI sr /Y 2 tt 1 li 112" t ; # AP AA I' ttp it SHEET NO. ry Fn g,n ee�-e D. 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If t! u 7-11240 /0- }1 t # t! #t tt ARXI G GOT . it ii I# # tf # ( i# ## ii tt zz A IIJ TOI l llill 14 W .............. i Al ' , r Ap I'll 1 I 11211 r" .r < r r .► ' I R r wrIoN coNlmm reo(l) CONR944FR s /i ! !/ r s r I/ 01060 / s I i► / r � A s� PAYMMAJ11 l ,r r r'ME ♦ v t r r Mv rr'tr �/11,27AMM, I/ / , f SIZAAMMAYMMIA �S - err. r �►r . 1. / r ► r ffNIA r a r ,r IRR19.4 r s elw#55 / r /44 p► 'I . .' FEsslay� R G1 TERED Cl V1 EN 1NEER Lj C 45515 Exp.6--30--13 Cl TY OF BAKERSFIELD `��C J V i 1501 TRUXTUN A VENUE BAKERSFIELD, CA .93301 RHVISIONS No. DA TE DESCRIP TI oN 3 /I / J Iul.�� R SAD IRRIGA TION PLAN r w r r� r � w /'1 �► � t # OT I r OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Frle Name.' flon,3 10-2012 FINAL n: D. HOGGA TT AP AA I' SHEET NO. ry Fn g,n ee�-e D. NocGA Tr I' W {SEE ENLARGED PLAN 9001 ASHE ROAD cin NONE ! i IR --8 OF 125 PH"A,.SE--I .r < r r .► ' I R r wrIoN coNlmm reo(l) CONR944FR s /i ! !/ r s r I/ 01060 / s I i► / r � A s� PAYMMAJ11 l ,r r r'ME ♦ v t r r Mv rr'tr �/11,27AMM, I/ / , f SIZAAMMAYMMIA �S - err. r �►r . 1. / r ► r ffNIA r a r ,r IRR19.4 r s elw#55 / r /44 p► 'I . .' FEsslay� R G1 TERED Cl V1 EN 1NEER Lj C 45515 Exp.6--30--13 Cl TY OF BAKERSFIELD `��C J V i 1501 TRUXTUN A VENUE BAKERSFIELD, CA .93301 RHVISIONS No. DA TE DESCRIP TI oN 3 /I / J 0 1 2 Iul.�� R SAD IRRIGA TION PLAN 141WF� r t � t # OT I I OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Frle Name.' flon,3 10-2012 FINAL n: D. HOGGA TT 0 SHEET NO. ry Fn g,n ee�-e D. NocGA Tr AREA OF WOR W {SEE ENLARGED PLAN 9001 ASHE ROAD cin THIS SHEET)`t ! i IR --8 OF 125 PH"A,.SE--I FAIR PLAY DRIVE 0 .. 0 1 2 oil IRRIGA TION PLAN 141WF� r t cb yr ,t tN t. OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Frle Name.' flon,3 10-2012 FINAL n: D. HOGGA TT 7.1- 2 0 7 SHEET NO. J®b Nn.: KENT' 1 Fn g,n ee�-e D. NocGA Tr Date: 3115/2012 Checked By: W.Ptk 9001 ASHE ROAD IR --8 OF 125 0 1 2 0 0 0 a m 0 0 0— 'Q. U_ e-- 0 N W i Q_ 9) d✓ N -r_ CL V) D Qr U3 { r-- h z LFJ C�1 Q Cel 0 N O 0 z LL Li Lei z 0 z Ld I Q Y 0 tINOAAsr wrlRRwngNmimm AMP /RRIMIAON tONM& 4 2202011 MON. fMIP fWr ii iF !i E rog mp, Ei ti , t! F! !! t Ft t E 1/2°° / 4� LO 1N 1/2°° 3 Munnr { ' 12-2*- o// > .r MAIN S /P -r,#Sr F i! iF i! E! t !I ! Ei Ei Ei ii 19 2' it Ei Alp 3 4 j j rog mp, t Ft t E uwrm� 1 4� LO 1N 1/2"------------- 1N Munnr { ' 12-2*- o// l �► .r MAIN S /P -r,#Sr r , r , t !I 3 CPINCKSSAON ! F , LANMRf(4646;9 IIAwiwww 10.2° RAW 70.30 ® � ----..--ti'"-'." ?o ->;i 1 iA 712 SOv A P AivrERs 44t . V. L� 1121, p ftp ,I > V3111 1/2" 70,,30 f ` 2220 20ff i + i 44,01N EA5 n f _' G tt ti 1N ( CONCESS/ON Pt�9NrER NOR + ! ii "I 1/t'" 3/9" 3/Q1' 1" 1" a/'v" 314" 1/,0- 1/.2" .- -- — .- - - - _VU420 tp TNrEBvlfwa 61NB 3 4 j j rog mp, t Ft t E uwrm� 1 4� LO 1N 1N Munnr • - l �► .r r , r , ;MENEM 3 CPINCKSSAON LANMRf(4646;9 IIAwiwww T 1040- FU U°1G # ® � CR N6 If EEFi' iNRHON 1 iA 44t . V. L� p ftp ,I > 1/2" 70,,30 f CONCESs/ONGANrER 50,,,r1v 2-240-20,17 LAIN srRiP EAsr 10-30 h CONC,FSS10N P4AA1l, R5(hX_fr) 1/.7" 3 F1 ------------ ..^,....,....,�.�., �. P/2N tl Y e �`I K Y e V. d® .w 4 i{ i4 < < < <° /NSrALL NEW ARRAM7 ON CONTROL A&WAOR PW z t , . W. V. /NFX/s?1NG �f" GON�U/T FRO/ii p0/Nr °'B" rO Po/Nr'A" M15T/N$ ," CONPOrAN EX/srANG PULL BOX OIRKSG "44 NEN #1 CONNyGONIROG POINT , p„ r0 AW #0 $r,4WAI IRRtGArAON CONTROL CLOCK$ ''D ; Ir ANP T FOR PW$T 2 »wry IOUs AND EXTRA ftp/RES /NEX/^)iN8 �f" CONDUPl 4y P116G Sax r` A41/E LOCATIONS AS , ... ,T INSIDEEXISMS BUILDING cONN�CrmlxorE Cow;* 11e w-7 ro 1RRioArioN 40AIMOL GLOGK "0" (sP0 rs FAEGD lvrs'7 caNNhrrRr1nOrE CONTROL 11AL11Bs.211- 116 r0 ARRAGATAON CONTROL CLOCK 'E'ISPO rs r -la, s,4f7% ..� CONNOCrAFINMY CONrROG 11AL11,S A - rO ARRIMMON CONrROG CLOCK 'F'''( NOR*PARKING KO':1 iNsracc NElV2pcONourrwPry�e3XrrOincABtEa OrMP FXASTANG Af-" MAX 010 GDN 0G CABLE OM MIMS 2'CONAUIrAl P4111 BOX f'O/Nr N°J" r0 P�tr " ep A FROA! EX$Wa ARR/GATAON CONTROL C CK r0 NEGr1 'D", "E'' ANli '/ ' ARRAGRrAON Of IMM CLOCKS 400770N i ShT 44AC MIMI. FOR r1,4 LA' ANZ) 4/a ?" AMFS �OU/Vl�� TION 4NP )'Gr%fNr 0 EXISTING BUILDINGS"�' AW i •► A AK i �► i i 1� 1PU rog mp, tax V, uwrm� �rr�� ZVI- 4� LO >3 Munnr • - l �► .r r , r , ;MENEM 1 iA 44t . V. L� F1 ------------ ..^,....,....,�.�., �. P/2N tl Y e �`I K Y e V. d® .w 4 i{ i4 < < < <° /NSrALL NEW ARRAM7 ON CONTROL A&WAOR PW z t , . W. V. /NFX/s?1NG �f" GON�U/T FRO/ii p0/Nr °'B" rO Po/Nr'A" M15T/N$ ," CONPOrAN EX/srANG PULL BOX OIRKSG "44 NEN #1 CONNyGONIROG POINT , p„ r0 AW #0 $r,4WAI IRRtGArAON CONTROL CLOCK$ ''D ; Ir ANP T FOR PW$T 2 »wry IOUs AND EXTRA ftp/RES /NEX/^)iN8 �f" CONDUPl 4y P116G Sax r` A41/E LOCATIONS AS , ... ,T INSIDEEXISMS BUILDING cONN�CrmlxorE Cow;* 11e w-7 ro 1RRioArioN 40AIMOL GLOGK "0" (sP0 rs FAEGD lvrs'7 caNNhrrRr1nOrE CONTROL 11AL11Bs.211- 116 r0 ARRAGATAON CONTROL CLOCK 'E'ISPO rs r -la, s,4f7% ..� CONNOCrAFINMY CONrROG 11AL11,S A - rO ARRIMMON CONrROG CLOCK 'F'''( NOR*PARKING KO':1 iNsracc NElV2pcONourrwPry�e3XrrOincABtEa OrMP FXASTANG Af-" MAX 010 GDN 0G CABLE OM MIMS 2'CONAUIrAl P4111 BOX f'O/Nr N°J" r0 P�tr " ep A FROA! EX$Wa ARR/GATAON CONTROL C CK r0 NEGr1 'D", "E'' ANli '/ ' ARRAGRrAON Of IMM CLOCKS 400770N i ShT 44AC MIMI. FOR r1,4 LA' ANZ) 4/a ?" AMFS �OU/Vl�� TION 4NP )'Gr%fNr 0 EXISTING BUILDINGS"�' AW i •► A AK i �► i i 1� 1PU s, 'r /;/ ',r s i /: / ♦ , ' i '.I AIM020,51 'r Imm51111v tlio-vo io w r i mF i1 I .e ■ r " i / w r r r11.44 VAF5 ,i j mwl i/ ~r r I f ' w w r s ♦ / 1101 FA4,0J 211 RFI#OrF O'rig' w 51.041 '"s f I mp! // / i t ory /r Sir / r > Rx"rem a / n r ,/r ,° r w w / ► / r r +/ w !• / t Uk, N m ♦ 0 ME BLIC'Engineer ♦.311512012, - r s eROE ESS �® I D�� �E . sR F REGISTERED CI VI L EIV GI N ERuJ cy-C 46515 m Exp. 6-30-13 *, CI TY OF RA KER SFIE L D q�. C V t 1501 TRUX TUN A VENUE F a� CAt-,��� RA KERSFI E -L D, CA 9,3.30 1 REVISIONS No. DA TE DESCRIP TION /1 cr � i rog mp, tax V, uwrm� �rr�� ZVI- 4� LO Flo Munnr • - l �► .r r , r , ;MENEM s, 'r /;/ ',r s i /: / ♦ , ' i '.I AIM020,51 'r Imm51111v tlio-vo io w r i mF i1 I .e ■ r " i / w r r r11.44 VAF5 ,i j mwl i/ ~r r I f ' w w r s ♦ / 1101 FA4,0J 211 RFI#OrF O'rig' w 51.041 '"s f I mp! // / i t ory /r Sir / r > Rx"rem a / n r ,/r ,° r w w / ► / r r +/ w !• / t Uk, N m ♦ 0 ME BLIC'Engineer ♦.311512012, - r s eROE ESS �® I D�� �E . sR F REGISTERED CI VI L EIV GI N ERuJ cy-C 46515 m Exp. 6-30-13 *, CI TY OF RA KER SFIE L D q�. C V t 1501 TRUX TUN A VENUE F a� CAt-,��� RA KERSFI E -L D, CA 9,3.30 1 REVISIONS No. DA TE DESCRIP TION /1 cr � i rog mp, tax V, uwrm� �rr�� ZVI- 4� LO • - SCALE: 17--201 -- 1 IRRIGA TION PLAN .. .. •• M �► ,► 7.1-207 SHEET N0. IR -9 OF 125 2 3 rog mp, tax V, g 4� LO 7.1-207 SHEET N0. IR -9 OF 125 2 3 I I IsYINaat 0 0 z 0 m 0 LJ 0 0- _j 00 L0 u') CF) -C C 0 m 2� Q_ z E N Ir - 0 0 5' Q) C14 Q) U) a -C V) 0 V_ z Ld N 0 z Of LLJ LLI z 0 z LJ I RFINO rF 40NM04 V1q4 W IWIN FA4 m"W 5IZ4F 51qllfF AS RCV 51Zr R� FIX0 r, F CON rRO4 1IN4114F SOX ANP 41P 7 Y PICI q4 POIN r 0, r CONM FC rION o rOR R4 FINO r, F , CON rRO4 11,44 114 F QRpFESS A FRAORIMA A CF A4 rA P COR eOO555 #4 F1 1. P5 alpIN IP51 A 10 rF E. a HR(/19TERED CIVILGEN611V(ER IAJ C 46515 RMA1910 6'005 - Pe -,.fS - NP - SAW - NOZ #76 77.2 5;P1X 70 P51 APJ AIM#& ro aff r,41ZIIRFP Exp. 6-30--13 AY CITY OF BAKERSFIELD civi 1'415116/7 1501 TRUXTUN A VENUE RIVNAIRP eOO5 - Pe - ff - NP - MIX - NOZ #22 25.2 4�Pl# 70 P51 BAKERSFIELD., CA 93301 ®F CAO rm i0r1kfs 4m Al 4Q ff - AP - ��W - No. DA TE DESCRIPTION MINMR-0 eOO5 AC 'U - NP - MIX - NOZ #2 270 70 P51 Ale FI rION AMPS ASS#041N ON AZANS AND 95PIRFC rSP NY kN40MMM IRRIag rION fYS r, FIX 4 ///., t OPfRg r, F A FFFICZ FN r4 Y, e4 F r4 1h TN 60 P51ANIN110VIN / 9NP 70 P51At 011ft //X IRR16f r10NI4R F1#0 r, F CON rRO4 2 40NMW rOR 5*I1V 944 RROaRgl# RRIag r10AS R,�IIIRFP rO 1 09r,4N IINIFORIN COMFRtlaF ANP PRhUPIM r10N Rlq r,�S' CONROI.. 0CK 0 00 11,44 1 1A F NZ 11#94 FR R1CI CL 0 a 44 4F aRaT 1 RIV415 RRX!�g r10N r iiw NoINrmlifurp oN sglxF CI 411rl-1 r pw Clanw 4lgRaF mplv5 1-axos., 3 0000000 0-1 GG 1, IRRA W rION 1-1, FR P5 51-1,44 4 94 F 9PJI /5 7 2. 0 ON 51 r, F A5 Ri V!// F. D 9NP 95 PIR FC r, FP 9Y Cl I Y � FNaINh TR V94 114 F 54 Rzip- a� qz, 4 oNs P, rR InNa r� 4 7YIPIC94 R,61#0 rT CONrRO4 1414 t1F �' / 1-0-I)L7 'P1710)CoCC h11107J A//)/) �?/ CACW fA^m #1 03 AA 17) 01A A 04 FN rlFIC, I r10N W10, I,r I , PU JNo-: P2K219 ,Engineer. DH Bob LIC WORKS DEPARTMENT l� Checked By. Date: 311512012 GENERAL REMOTE CONTROL VWAVARL VE DA TA � Almh'� IRRIGA TION CON OL CLOCK t�-uiy STATE FARM SPORTSMILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 I SHEET NO. IR— 10 OF 125 1 2 3 r CK/r (R4 FINO r, F CON rRO4 IRRIo 9W rION 5CII� FPI 14 � F Nh W P111 q 51 F 2 P/ iRKlm g WAWA t o r . . . . . . . . . . . . . . GENERAL REMOTE CONTROL VWAVARL VE DA TA � Almh'� IRRIGA TION CON OL CLOCK t�-uiy STATE FARM SPORTSMILLAGE - PHASE 2 9001 ASHE ROAD 7.1-207 I SHEET NO. IR— 10 OF 125 1 2 3 ® Q�kpfESSI®��` REGI TERE D CIVIC ENGINEER C 46515 � Exp. 6--3®x-13 CITY OF BA KER S FI EL D C! V 1 15071 TRUXTUN A VENUE 0 ,fag., BAKERSFIELD, CA 9,.33071 F Cr��. f REVISIONS x x X_ x x x x x x X -x- x x xNo. DATE DESCRIPTION 3" STILL WELL 0 4' MIN CLEARANCE � x c x a x _ SAFETY LADDER ' 16'-6"(D) WET WELL OPENING FOR �- NEW IRRIGATION PUMP 0 PUMP SKID x a X WELL ACCESS - 1 30" INTAKE x x FUTURE PUMPS e 4250 2000gpm @ 85► , 60HP, PII E 3PH, 100RPM __�____ _ x FILTRATION ---}--- NEW 75 H.P, 750 GPM x IRRIGATION PUMP � EXISTING IRRIGATION PUMP 1100010 0' SNP PRESSURE 6'--0"x8" STANDARD GRATING FLUSH W/ FLOOR �- L x MAINTENANCE PUMP 'STATION PRESSURE ISOLATION x C RELIEF VALVE VALVE (10"} N 83.5 x 1 —0 REF F 36" MIN. I x Now E CLOSURE SIZE x IOHMMEN I FILTER - �, I x I FLUSH 15.5 I LINE REF I . d 44 i - �: , 4. FF 336.0 I � I z x"3.5 18 MIN CLR Cn I BYPASS REF 6" THK. SLAB I REINFORCED HWL PER PLAN I MAGNETIC x W/ 5 @18 3' MIN. °°- I FLOWMETER - - �- O.C. EACH I 10 X 14"WAY I x Z PIPE ASSEMBLY NWL PER PLAN x T- N x i _ --- -- --- -- -- -- ---- --- PUMP DEPTH REF " x 90" 15.5 FT. x ` 21'--0" 110'--6" WELL DEPTH Q. MIN. SLIAB 16.5 FT. ° x v x MIN. ACCESS AREA FOR x NOTES® ,o x Z—PIPE. DO NOT 1. A NEW IRRIGATION PUMP ASSEMBLY, VALVES, PIPES, PIPE FITTINGS, AND ALL CP POUR SLAB IN x THE NECESSARY COMPONENTS PUMP ELECTRICAL SYSTEM SHALL BE INSTALLED X THIS AREA AT THIS EXISTING PUMPING STATION. FOLLOW MANUFACTURER'S RECOMMENDATIONS. TOP. 323.5 x 2. VERIFY ALL EXISTING JOBSITE CONDITIONS, EQUIPMENTS, AND DIMENSIONS PRIOR ° x . 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 �—�--x x x x x x x x x x x _ x x CP FF 320.0 FENCE 6" GRAVEL BASE 101 J11 Iff ----11 IIIh v, COMPACTED SUBGRADE PER SPECIFICATIONS r-- in fl k rLAN 0�� „+`Y r 2 CONFORMED $ET r-- C� N rr _z W Lei _z t7 z 7.1-207 0 a m Am _j 'UMP DETAIL 5 `sem. File Name; flon3-14-20,2 FINAL n: OP STATE FARM SPORTS VILLAGE PHASE 2 SHEET NO. OF BA KERSFIEL CA L IFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2K219 Engineer: DH Date: 3/15/2012 Checked Qy.° _ IR --11 OF 125 0 1 2 3 or r �.w., •�il�IllA 1 �i i 1 i �1 1�11lrii it I ital OkOVESS>a�,�l 2 REGISTERED CIVIL ENGINEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD `��q� /W BSFEDN933AE OF CAiY IL,CA 01 REVISIONS PLASTIC,�-1 GREEN RECTANGULAR VALVE BOX No. DATE DESCRIPTION < 1. PLASTIC VALVE BOX WITH LOCKING COVER, HF^AT BRANDED WITH LETTERS OGV' - REFER TO IRRIGATION c#€ SPITICATiONS 0 3, CHRISTY'S Tufa #IIS MA>- P2-RC1P2 4° SPEARS US 600 DRi -SPLICE WIRE 2, LEEMOO FLANGED JOINT RESTRAINT SYSTEM 3. FLANGED GATE VALVE „ REFER TO -' CONNECTORS I S. CONTROL AND MASTER VALVE WIRES WITH IRRIGATION LEGEND 4 CHRISTYS TAC # P2-RC1P2 EXPANSION LOOP 6. BCH. T30 PVf ADAPTER 7. PVC IRRIGATION MAINLINE TO FLOW SENSOR 6. FIT ISH CGRADE- w 9 ver BOX LTTE IN TURF Ye:BELOW BOAC LITS IN SHRUB/GC frf�, -1 6 IRRIGATION LEGEND S, FINISH E� S. PLASTIC RECTANGULARVALVE 13OX WITH EXTENSIONS AS REQUIRED -Ye BELOW LID ilii TURF BELOW BOX LID IN S SPEARS SOH. PVC UNION B-FIPT X . # SSI RIZF.D MAINLINE WITH GASKETS 8, INSTALL PEA GRAVEL BELOW "THE VALVE BOX CL . tail PER SPECIFIED DIM ENS IOM `I 'C'I # -PIPE S€ H -FII , . CONCRETE SUIT Rr WITH 10, PVC IRRIGATION MAINLINE FROM PUMP LIRE PRODUCTSTIPE SUPPORT �~�- _ 11 . SOH, IVC OLCIST"C3.Ik#IPPLE 12, PEA GPAVEL SUMP - 4 CUBIC FEET, MIN, 4 a 1. i�t� �.• "� � � - J"" � t r. ..A�� .� f � t FIE f �.«» r�' 00 Ln 73`{.W"" ray �y ,moi-€---! 11-111 cvI1111t, 111 .11 /1 _--- �,_:....� 1EI I F 1 1=11 11" I.. ...� c Flanged Master Valve Flanged Gate Valve 4 .�p Scale: 3 C 'GC RECT)WGULAR, GREEN PLASTIC VALVE BOX z+ WITH LOOKING COVER 2, FINISH GRADE- -Ye BELOW BOX IJD IN TURF 1. GREEN PLASTIC VALVE BOX WITH LOOKING COVER AND VALVE IDENTIFICATION w SEE N..1 0 _ Y, BELOW BOX LII IN SHRUB/GC FLOW -SENSOR SPECIFICATIONS 2, WATER 10 TAC Cd . .4 REFER TO CONSTRUCTION NOTES FOR TYPE 3, ATRA(ACUUM RELIEF VAI..! �- LOCATE TOP OF 1 4 -INCH GRATE ®_ I - OF CABLE FROM FLOW SENSOR TO ``� CONTROLLER CONDUIT BUSHING1 AIR AELIEFVALVE 31 M BOTTOM OF LID 4. PVC MAINLINECOIIT'iNG $ x T -SEE IRRIt TION SPECIFICATIO S R PVC � �.�0 2 ROOT WATERING SYSTEM, RAIN BIRD 3OC 5 S. (INCLUDES BUBBLER, O -'� ; 6. WATERPROOF DRY SPLICE CONNECTOR `' , 7. V DIA. ELECTRICAL CONDUIT ANIS SWEEP ELBOW SCHEDULE TYPE AND MANUFACTURER 6, SCI••/, 8D NIPPLE - SIZE NIPPLE 81SETA ON THE 2 WIDTH OF THE SERVICE'T`EEAND THE 3 CHECK VALVEANIS GRATE) BBI ER . Fi. IRRIGATION MAINLINE FROM TER VALVE .,. 9. SCH, 4th TRE' iJCING COUPLER 10. CHRIST`fiS TAG ID- -P2 ROIP2 3 LENGTH NEEDED PER DIMENSIONS 3. LEEMOO DEEP'BELL SEf MOE TEE WITHCHECK LEEMCO JOINT RESTRAINTS WHERE 4 �� � � � 4 E FINISH/ CE VALVE � 2 ^_ 11, MAINLINE TO REMOTE CONTROL VALVES �` 8 REQUIRED PER IRRIGATION SPECIFICATIONS) . - �Op �� b rs�a caCs O 6 �.e?i�� 81C.11'iF•5�.... EA RAVEL .12. PEA GRAVEL, 2 CUBIC FEET -MINIMUM _ T, FINISH GRADE 4 �. w F, Y SOLS' OR I S. PEA GRAVEL {3j CLIS FEET 9. COMPACTED BAC-KF1T: L Stili.. - SEI � � 1/2.-INCHISI SCI�I SIS NIPPLE _I i1._11r~X11 . ~# M IRRIGATION P� IFI ATIONs FURTHER INFOWATION 8 1/2dN'CH 90 -DEGREE ELBOW S�1Ii�iG PIPES 12-1 CI 5111 1111 i i f aT 11.1 1 1 . F rC Iii I LI E - SrE LEGEND FOR FURTHER - `� INFORMATION SO ASSEMBLY �. ..:.., .. . - 10 1/2 -INCH MALE NPT INLET . CL ., I 1 PVC SCH 40 TEE OR ELAh aD Cn _ _ I 12 13 LATERAL PIPE. 4 -INCH BASKET WEAVE CANISTER �..� ....._ Ia ;11II1f "1 111/ -111-111-"11d ;-1Ii11f f11 6 i Q. y E -.^-.i 120— w 10 T r�x I r-- IV31N. DOWNSTREAMi MIN, iOYVI�IISTR€T OISiIMk DISTANCE INCHES N INCHES) TO MASTER VALVE ,`� '� k P c 'a k @ z SIN S x FLOW METER SIZE 10 x FLOW METER SIZE > ° ` PIA Flow Sensor scpyq ygam. Alr/Vacuum Relief For Mainline, 111=11-01 1, 1-}01 Scale; z N, Root Watoring System _NTQ 3`=1w ca N I �.. Y �w .i .1 CONFORMED SET zJ��' w Li W�y w.. /. V tJ Li I.J ) S&i IN AANDARD IRRIGATION DETAILma5 7.1-207 C-- BAKERSFIELD, e-% ALIFORNIA PUBLICOF Fde Name.' Dona -10-2012 FINAL n. DP STATE FARM SPORTS VILLAGEPHASE 2 SHEET 1V0. glob No,: P2K219 Engineer: DN 9001 ASHE ROAD IR --12 OF 125 Date. 3115/2012 Checked By W4K 0 T-1 1 2 W-4, 1 10 (020 '*"-�IIITY OF BAKERSFIELD DETAILS FOR PIPING, TRENCHING, AND BACKFILL Pl-AN No, girl' —�— (vi: --A4— APPROWD KIP , xx"x DATE L-2 la tom) rm BRAYto Cott WIVS W mw 60, oxvo) OTIOR I 0 Xx Im ATFL LIZ IMM4 TOP MAD OM' fb5T4 A4 IV7 Flo, FOR PART 61WA9 AW 44- 600w FOR fuL MILE. RIO, TO" 4'6 10"WT rY Q\' LATMAL LIM ELL 00 im OR LAt"L VA W fYr/ Him- 010 TFJPLE 5Yl' A5 JON LATMAL LIM— I 2, ALL RISM AW NIMUM Wa W SCH, 60KC,. ALL FITTIM SHALL W %K 40 IRK tC ALL LAM&S %0LL BE aA65 200 FV6 OR AS REWIFEV ON MAN$ - 4. W0 IRMOATION WA;$ ARE IWDTAUW HTHN "AWOoM, A MNX VALVE OR C4aK VALVE IS RMIRW TO PREVENT ORWOK WK VALYMAV MIN VA.VM %ftl BE lW71AUM AT LO * AS MMIRIBM BY THE WMIMIT CMITIM No SHALL w APFROVW BY 1W FURMT10H AW PAP* OW4711OR MOR TO MAW�UNT i. ALL POP IP HEAPS SIALL M 20 OW MOM OMRM AND A6RKT AFV6 ALL LAME 0M 01&kTION WAVS (PART 01WAX-) %KL W 40 (100" MH WN44tZE AND ASRIALT APZA6, HE16HT Of POP W �M %JALL W AS 15MM. 60*015M)FORLAWAMAS rox "um fo (mw r -OR mam cmm- 6KM PART ralAcLe IRAIsATIog WJVS AM ADJAM TO A EWILVINS MU, LOCATE WAM MIN R' (*:hyW fWM FACE a BUILDIN& KALL TO OF IKR16ATION MAD. FIN MAM 6RAVE IN AMAS 4' MIN. 6TANZ55 SM aW . . . . . MIKE 4w 1011ir '%W RZK,1M16 M CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION DETAILS FOR VARIOU'S IRRIGATION HEADS REVISIONS 777777 ,-7 :22 1/20 ELL qO* ELL & CROSS g pl-ve 4. T+RST %4M %IALL ft WW M wmm' wvm)' AM Pin lx4v E". 5. *0 VUT MOMS AM- M, IM SIZE AND TO 450' EL TYM OF lTe MO. M ON I'HE MAXIM TH"T FO%E, W%Ml AM l+E LOAD- BEA100 CMACITY OF TW SOILi k A" MrAm IWIST OLMS 6HALL BE IN AC(=4a WRE LAIMT AFMWVW WITION a ite INIMM R"146 =� 7 Q 45" TEE ELEVATION rF REVUCER CITY OF BAKERSFIELD DETAILS FOR THRUST BLOCKS SHT —i % 14 RCEXXXXX DMIE "0ON, .I j,'r S UJ- —14 APPROWD PCE" xxxxx DAM,', L-8 A` m"w A NDA RD IRRIGATION D E min wA IL !0 iqh ibilA VALVE ANCHOR 31 TAZT 15LOCK frm(14) f a Lz\ll =\\1 777777 ,-7 :22 1/20 ELL qO* ELL & CROSS g pl-ve 4. T+RST %4M %IALL ft WW M wmm' wvm)' AM Pin lx4v E". 5. *0 VUT MOMS AM- M, IM SIZE AND TO 450' EL TYM OF lTe MO. M ON I'HE MAXIM TH"T FO%E, W%Ml AM l+E LOAD- BEA100 CMACITY OF TW SOILi k A" MrAm IWIST OLMS 6HALL BE IN AC(=4a WRE LAIMT AFMWVW WITION a ite INIMM R"146 =� 7 Q 45" TEE ELEVATION rF REVUCER CITY OF BAKERSFIELD DETAILS FOR THRUST BLOCKS SHT —i % 14 RCEXXXXX DMIE 9�rjf ESS/o ,t' E. REGISTERED CIVIL ENGINEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD '�F>- civIl 1501 TRUXTUN AVENUE OF CP,0� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION lrl& / I '4271M 4'7 "I 1:11 Am M. "0ON, .I j,'r S UJ- —14 APPROWD PCE" xxxxx DAM,', L-8 A` m"w A NDA RD IRRIGATION D E min wA IL !0 iqh ibilA (00.'l%e/7mY OF BAKERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT Re Name.• DonJ— 10-2012 FINAL QAWn: DP STATE FARM SPORTS VILLAGE - PHASE 2 7.1-207 SHEET NO. Job No.: P2K219 Engineer DH 9001 ASHE ROAD IR -13 OF 125 Dote. 31512012 Checked By. Wt. -W, aF CITY OF BAKERSFIELD DETAILS FOR REMOTE CONTROL VALVES STA PLAN NO� L-6 9�rjf ESS/o ,t' E. REGISTERED CIVIL ENGINEER C 46515 Exp.6-30-13 CITY OF BAKERSFIELD '�F>- civIl 1501 TRUXTUN AVENUE OF CP,0� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION lrl& / I '4271M 4'7 "I 1:11 Am M. "0ON, .I j,'r S UJ- —14 APPROWD PCE" xxxxx DAM,', L-8 A` m"w A NDA RD IRRIGATION D E min wA IL !0 iqh ibilA (00.'l%e/7mY OF BAKERSFIEL CALIFORNIA PUBLIC WORKS DEPARTMENT Re Name.• DonJ— 10-2012 FINAL QAWn: DP STATE FARM SPORTS VILLAGE - PHASE 2 7.1-207 SHEET NO. Job No.: P2K219 Engineer DH 9001 ASHE ROAD IR -13 OF 125 Dote. 31512012 Checked By. Wt. -W, I 2 ti , Q�� ��r �S It It p�9{ Q\A t i 1 ! i t j� �. N/9�p I i t I I 4144k 4 s r- ++�... i t I i I 1 t{ Q> TERED Cl EN c. 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CITY OF r CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P2k°219 Engineer. • DH� 7. 1 -207 LA -1 OF 125 Date: J1512012 Checked By.' ASHE ROAD 0 1 2 3