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HomeMy WebLinkAbout6.1-1833 Revision 1KERN HIGH SCHOOL DISTRICTn PANAMA UNE CTERTC BUILDING &LOGISTICS IMPROVEMENT7301 OLD RIVER ROAD PLANS LIST OF MATERIALS ESTIMATED GUANORES NOT TO BE USED FOR MOVING PURPOSES. OLD RNER ROAD llru iMINVITY LENGTH OF ARTERIAL STREET IF AC. PAVEMENT 0.453 GASS l/ ACCREG7E B45E(1-557-YR8 1,835 CY D C RMf0/AN 1095 LF CURB 5,995 SF SIDEWALK 12,4J5 CRO55-GUTTERS AT DRNEWAYS CITY OF BAKERSFELD ~ITT STAMPED CONCRETE MEWIN SURFACE 1,600 LF STRIPING 815 LF LINES((ALTTLWS DETNL 9) FTURN lANf LINE 6ALTRANS DETAIL JB RIGH/ TURN LANE LINE C& RAN5 DETAIL JB) 110 CF GORE STRIPING TC4UWS DETAIL 384 1,200 IF BICYCLE LANE LINO PER CtRWS DEAL 39 ! 125 LF LIKE LANE SM801 00 PERSON J 54 BIKE LANE ARROW J EA LEFT TURN ARROW CALi24N5 TYPE IV (V ARROW 16 FA RIGHT NRN ARROW C.4LTRANS TIPS IVR ARROW 1 EA CALTRANS TYPE N ARROW) CROSSWALK STRIPING SIGNS 1 EA CAL TRANS TYPE 5-1 C41TRMS TYPE 6-1R C41 TRANS PEE -3 J2E4 C4LTWN5 TYPE R16 G 2 FA CALTRANS TYPE SW24-2 CA 3 EA GCTRANS TYPO SW24-J CA 6 CALTRANS TYPE SR4-IG CALTRANS TYPE S4-2 CALTUNS TYPE S5-3 J U CAL TRANS TYPE W9-1 I FA CALTRANS TYPE W4-2 I U STREET NAME SIGNS 2 U TRUNCATED COMES 62 SF CORNER RAMPS 1,470 5F SAII 1,110 LF COS. TYPE A• 3.5. OPENING CATCH LWFN 2 G STREET LIGH75 1 EA TRAFFIC SIGNAL INTERCONNECT B LF BERKSFAFE ROAD nxu ",,In, LENGTH OF COLLECTOR STREET 1,748 LF A.C. PAVEMENT 030 1,095 TONS CLASS 11 ACGRECA7E [tall 1.00 1,835 CY CURR AND GUTTER 1095 LF SIDEWAIK 5,995 SF CRASS -CURERS AT DRIVEWAYS 1950 SF STRTPINC CITY OF BAKERSFELD LANE LINOS CAL7RWS DETAIL 9 1,600 LF [EfT CUTIN HANE LINO CALTRANS DETAIL JB 815 LF RIGHT TURN UNE LINE GLTRANS DETAIL 36 455 LF CENTER OMONG CINE C4C7R4NS DfTAQ 22 200 CF RM -WAY MfD45N LINES GCTRANS DETAIL J2 1,955 L£ LEFT ]DVN ARROW FLOWUN£ C4L7RiW5 TME IV L ARROW 6 CA RIGHT RI PAD C4LTR4PI5 TYPE IV R ARROW 4 FA CROSSWNX STRIPING 485 L SIGNS m e LA TRANS TYPE R26 G IC EA ALTRANS TYPE W9-1 1 U CM TRANS TYPE W4-2 1 EA TRUNCATED DOMES SO SF CORNER RAMPS 1B S SAWCUT 350 LF COB. TYPE A JS OPENING GlGH RASH 2 FA STREET UGH]S 3 EA TRAFFIC 5/)NAL INIEACONNEC 6 I I iff, I Y I�41 REGIONAL TRANSPORTATION II ,a I IMPACT FEE (RTIF) BOUNDARY FOR ii iT' P•ti.._�._. 13347 L.F. FOR ONE ADDITIONAL NORTHBOUND TRAFFIC LANE TO ;';` PANAMA LANE (PEI. SEPARATE I; I i , SEE EET ST02 M,v® SITE PLAN SCALE 1' = 250' ENGINEERS STATEMENT. THESE PLANS AND SPECIFIGRONS WERE PREPARED BY ME OR UNDER MY DREOPON, AND, TO III BEST OF MY KNOOL76C AND BELIEF, COMPLY WIN CITY OF BAKER97E D ORDINANCES STANDARDS AND AE96N CRIIERI AND THEY INCLUDE ALL IMPROVEAFENT REOUIREMIRT S OF THE ADNSORY AGENCY OR OTHER RENEW BOARD. ANY ERRORS OMISSIONS OR NOLATIONS OR THOSE ORDINANCES STANDARDS, OR 0690 CRI75WA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS RMECIED ON CORRECTED PLANS SUBMITTED TO THE CITY APPROVED BY., ROBERT T. SWANSON DATE R.C.E. 43032 (EXP. 03/31/20) �'A❑ APPROVED BY.' PUBLIC WORKS DIRECTOR NICOLAS FIDLER R.C.E. 61069 (EXP. 72/31/18) r: RENEWED BY.' ASSISTANT PUBLIC WORKS DIRECTOR STUART J. PATTESON R.C.E. 44898 (EXP. 03/31/20) d REVIEWED BY..- TRAFFIC ENGINEER RYAN STARBUCK DATE 10-3-18 p DATE �QfiP®g DATE SHEET INDEX STOP - STREET IMPROVEMENT PLANS - COVER SHEET S'CSi 3K - D 57R ET GONSTRLlC7/ON 55 SMS - STREET IMPROVEMENT PLAN N07ES & DII 5706 - BERKSINRE ROAD STRIPING PLW 5107 - OLD RNER ROAD SOPNO PLO 5104 - OLD RNER 8640 57RlPING PLAN ST09 - OLO RII ROAD & BERKSHIRE 8640 SWAG PLO $PFI - 5 c7' !/yRRO✓FM�AIT Pa/ud dETi6AGS BENCHMARK 70P OF CONCRETE MONUAFEF/I AT THE mNsECTKN' OF PNE aAr ERNE AND THE NORTH BOUNDARY Of TNACT AW N0. M. PMS£ -1. REVARON = 344.54 (0505 DAILY PER TR -6359-1 IMPROVEMENT PLANS) ADJUST TRACT 6825 STREET IMPROVMENT PLAN ELEVATIONS -0.1J TO MATCH 6240E ELEVATIONS FOR THIS PROSECT. THE ADJUSTMENT FACTOR HAS BEEN CONSIDERED IN THE RESIGN OF MESE PLANS BASIS OF BEARINGS THE BEATING o- MI BEING THE EAST LONE OF TT K' SE 1/4 aI` SECTION JO EMS, R27E., MGM. ALSO BONG RIE CENIE7WNE BE OLD RAER R04O WAS TAKEN AS THE 84Z OF BEARINGS WhW F/EREOh! LEGAL DESCRIPTION BEING A PORTION OF ONE NE 0 OF THE SE 0 OF SECRON 30, TJOS, R.17E M.D.M. APN 541-010-f0 UTILITY NOTE NOT ALL UDLLIIES WERE LOCATED BY THIS SURVEY AND SWANSON ENGINEERING INC ASSUMES NO RESPONSIBILITY FOR UNDERGROUND URUllE5 OR FACINO NOT SHOWN OR FOR INFORMATION OBTANEO FROM OU751OU SOURCES N APPraJV0 BY; RQ8ERT T.--<WANSorj DATE R,C.E, Rio- DATE i}3037- A- p2ovE_:1p 3(V/r ry71M Nl_ SCNt;�E"FEK . SCALE: III= 250' 250 125 0 250 500 PR L1,13LI _ RANZ13716 VA15 [-j - ECT - PA SITE e of cos Ro of � 1 ❑❑ FA �20 2l 22 24 ANAMA 25 30i� 29 L 2S 277c 0 6 5 McCUTC IIIINEN AOA) 2� o' 3 333A TAFT6 ❑h4N��❑ P,NAMAA To � I OLD RlV�px 419 W ��- - OE iTER 1 �l o x CURNGW s' z 9 �10 c it 0 ❑❑� ❑12 I 13 18 17 ❑16 15 �I ,4 ❑ ❑ WCIN77Y MAP N.T.S. LEGEND: (E) EVERNG TtP. LOCAL ED. FOUND BK BOOK PG. PAGE COK COUNTY OF KERN COB. CITY OF BAKERSFELD COM CONCRETE A.C. ASPHALT PAVEMENT FG KNISH GRADE EP EDGE OF PAVEMENT TO TOP OF CURB Ei FLOWUN£ IF FINISHED FLOOR FP RI PAD TP TOP OF PA CEMENT GB GRADE BREAK SD �. 4°> EXISTING ETRE HYDRANT <.) EXISTING POWER POLE EA7SRNG STREET LIGHT AND NUMBER - o EXISONG 57REET UCXT Q1 CURVE NUMBER O TAPER NUMBER U FOUND MONUMENT fXISRNG TRAFFIC SIGN b PRO°OSFD FIRE H?V RANT T PROPOSED TRAFFIC SON EA7SRNG STREET LIGHT AND NUMBER -psJoo3 PROPOSE) STREET UGHT AND NUMBER Q1 CURVE NUMBER O TAPER NUMBER O7 CONSTRUCTION NOTE ENSING STORM DRAIN UNE EXIS7NG EOBfR OPTIC UNE £RISING WATER UNE ENSTNC SEVER UNE fNlS77NC CAS LINO OVSTNG FENCENNE £RISING ELECTRIC LINE £X151#16 OVERHEAD ELECTRIC UNE EXIS77NG PROPERTY UNE EXISTING RIGHT-OF-WAY £XI57TNG CURB & GUTTER EXIS17NO GRAPEWNES PROPOSED STORM DRAIN UNE � Sc 1L}1.rfi PROPOSED DESIGN ELEVATION CALIRANS TYPE IV ARROW LEFT OR RIGHT AS APPUCAULE CAL TRANS TYPE NI ARROW LEFT 1-11V CAL TRANS TYPE N ARROW LEFT T NEW TRAFFIC SIGNS R#' RI -I' - STOP R3-7' - RIGHT LANE MUST TURN RIGHT R5 -T" DO NOT ENTER R6 -1R' - ONE WAY, RIGHT R9 -J' - NO PEDESIRIAN CROSSING SYIABOL R67(CA)' - BIKE LANE R8lB(CA)' - END R26(CA)' - NO PARKING ANY TIME SW74-1(CA)' AS2WYA - SCHOOL ZONE 'SW24-2(CA)' ASSEMBLY B - SCHOOL ZONE SW24-J(CA)' SCHOOL CROSSNG AHEAD S7?4-1(CA)' ASSEMBLY C - SCHOOL SPEED LAWT SIGN 55-3' - END SCHOOL SPEED LIMIT 'W3 -I' - STOP AHEAD "W4-1' - LANE ENDS MERGE LEFT 'W9-1' - RIGHT LANE ENDS -"CA)' - IHRU TRAFFIC MERCY LEFT NEW STRIPING- 5EE PLAN FOR CAL TRANSDETAIL -------------- SAWL•UT L 801 STAMPED COVCREIE 4� �4 fiSiKS 4; Y NRf ROAD - 030• AC/L' CL 11 ACG BASE/ l.Z'XOO LLS' NATIVE COMPACTED 70 95% OLD RIVER ROAD - 0.45• AC/ L55• p. A ACG BASE"/ 0.60' NATIVE COMPACTED TO 95% zo m eN z z_ O O Vi m NI F zW rr� W VJ �_ Q m e a� g EltREW o 0 cI , - I 7 m � X14 2 � I C'J W fk o Ih I h SC W � O xll � NI I 4a 2 Cpl I U Ali I b a � Loz 'm z (in o U � W g Z O a Z ¢U Uo Q 1 c W �ooz� FJ cc Lo 8 II O= F" -i co m0 aI ¢ 1!;s W N azo 57 D Y � m m F-4 W F- W "IJ In - U 94 o° Ei ® O O 1� II r 2 2 2 W " $ gv W gcr Cco g < N J ¢ f'— J 4 p j J W 4i U W U W W U W n - N N Vqq_ �O`4i� R� WOry W9x} �� Z I mNh 41nW �R� 4NSJ YNW �� �b ® WWU 'TRACT I h 4 4 2 L916 oa i e- (E) CURB GUTTER, SID£WAL HALF SIRFFT PER TRACT 6916 19+00 20 ' v _ SA CUT AND MATCH _..... (E) A.0 PAVEMENT \\ 6 p w FOUND 2' PC LS8J18 R/W PfR OUq218086796 PROPLRIY LINf� , J52 J50 J48 J46 J44 J42 J40 J8 11 II 11 II 11 II II 11 II II 0 0 'JJ JJ JJ uv civ csv uv csv til: isv �.I u� till u 2NNAF,"c'� � R RRUN� 2FiN �NNZNN �NN NN lNN lNN N �atitia?�ti titi}�}ti� ti���� �� otic o¢i In4<n <nWhN �N<nVNIn�Iny Whln In <n Ni NN ANN In II II 11 '` p N p� W II II b O p z o J JJ �i OJJ JJ N JJ SIJ q W J W UC IU 2Ut� U UW UC n� Y� WCi tin es �iti� � _ _ $ tg q * y *. .. b M ^i 4l hci U^�"� h^Ni N Nln 4�n Inh H4nCCC WNN InN ">In � ON PROPOSED SNEFT LIGHT PER APPROVED S7REET lMPROYEMfN7 PUNS FOR ]FACT 6825 TRACT 6825 -- ICU I EXISANG CURB AND GUTIER. PROPOSED SIDEWALK AND HALF 57REET PER 1 APPROVED 5IMPROVEMENT PIANS 6825 W F02 TRACT 6825 FOONO KCS L UHFM01111 NTIN 10155,PP PBa 49EAT . 83 Gr - - --- - - as - - - - _ tik� 4 R/W PER DOC1218066196 ___ +iLR."P ___ __ A, _ _ ,•. c r9 _Ifnza SD - ., _ {�... usx ,,,, r1 ____� Tarr rs 5 R/W PER DOC,�27B086196� _ 7 _ r SHE FENCE •'_ . , 73 _ ... -- - i, .. ' s a` t� r;'. ? ' ERIC CAMPUS o z NO PARKING 5 CN (rrPl W 0 ROWAGf n n II. ;• ;,'X /j: a.PER: DOC.`218086195� FLOWAGE AND DRIMAGE EASEMENT s 3 PER =121806195 ti 4 II 11 II ¢ 11 �� ipm r BERKSHIRE ROAD — STREET CONSTRUCTION PLAN N N N N �< z SG1L£.' 1' = 50' HORIZONTAL Crmf Length II 2 Delto S i C7 T.L=6.0 R=11 20.00' 0453413' 840' C2 15.91' �ro 04534$7' 940' h h N 100.00' s �hy C4 J0. It' m FLOWAGE AND DRIMAGE EASEMENT s 3 PER =121806195 ti 4 II 11 II ¢ 11 �� ipm r BERKSHIRE ROAD — STREET CONSTRUCTION PLAN N N N N �< z SG1L£.' 1' = 50' HORIZONTAL NOTE.95$ COMPA07W FOR FULL PAVEMENT SEC77ON TO AT LEAST 1.0 FT UNDER AND EACH 5/Df OF CROSS -GUTTERS AND DRM APPROACHES (£J EOG£ OF PAVEMENT 1OF OF MAPS XfRN C NTY 1// el Curve Table Crmf Length 1 ` = 5' DERMAL Delto rmgmt C7 T.L=6.0 R=11 20.00' 0453413' 840' C2 15.91' 20.00' 04534$7' 940' h N N 100.00' R N �titi C4 J0. It' �ti tvn lUu In In 0 In In NOTE.95$ COMPA07W FOR FULL PAVEMENT SEC77ON TO AT LEAST 1.0 FT UNDER AND EACH 5/Df OF CROSS -GUTTERS AND DRM APPROACHES (£J EOG£ OF PAVEMENT 1OF OF MAPS XfRN C NTY 1// el Curve Table Crmf Length Radnrs Delto rmgmt C7 15.91' 20.00' 0453413' 840' C2 15.91' 20.00' 04534$7' 940' CJ 30.11' 100.00' 01775107' 1517' C4 J0. It' 100.00' 01775407' 1517' 0 4712' J000' 090T1000' JO. 00' C6 47.11' 30.00' 090V0'00" 3060' C7 44.4J' 1500. 00' 00/%1%50" 1212' 084824' 30.00' 08878'10' 29.12' C9 4801' 3000' 09141'50' 3890' DETAIL B 50 25 0 50 100 DRIVE APPROACH SLOPE DETAIL SCALE.' 1' = 30' CITY RECORDS NO. 6.1-1833 v Z o a Q N V q z z_ a I O 04 `m CW CA Z W Z N � � V 7� 3 z rT, a� 4,�• h 4 ml 6 S o WI U W 2 W I i W N h I I o of I III i �' O 0 2 � o U> 3 zo 2 U o w z q hr W z H g Z � V QU �N 0 cl) cf) < U p O V 0 W J p W O (23 < 0Z��ao ) m FSH N m w�i U �-0 v � v U r° N W4� I'aW N 6.1-1833 n u It II It II II h h h J h h JJJJ" JJ J�]JJ pCpS�� p4p (t \ppif ��pjj (pS ki qti 4 Ci \Ci OCfa \i YUP NN NN d NN NN NN NN H �tiA tiff C� tih tiI��AA tiff ti i ,q' � � APROPERTY NNE - ' INDEPENDENCE HIGH SCHOOL �CAMPUS ' _____ 5 k k I 1 -_ ... 20,R70 ¢ 57A77ON Curve Table ELEVA77ON 24+06.43 Curve Table 345.36 EP Curve J Lw9O, ROAus 007 Tangent Cum j Length Radius Vto Tangent 071 4698' 30.00' 08942'52' 2985' 011 1. J2' 200' 03756'15" 0.69' C12 4698' JO, 09' 0894157" 2985' C22 1.44' 200' 04ILV8Jr 675' 013 47.17' J000' 0907700" 3015'. C2J 41.17' 6000' 0392418' 21.49' 014 1712' 150000' 00191;10' 1.164' C24 114' 1.00' 18090'00' NFhWTY C15 3095' 20.00' 0884017' 1954' C25 6.08' 1.00 17472'76' 40.11' C76 07.88' 20.00' 09179JJ' 20.47' 026 6.18' 200' 18090100" NFNITY C17 2717' 150000' 00192'30" 1364' C18 114' 1,00' 1809ODd INEA,17Y C19 114' 1 1.00' 18090'00' INFINITY 020 4082' 6000' 0385845" 71.73' ¢ 57A77ON OFFSET FROM ¢ ELEVA77ON 24+06.43 7.00' RT. 345.36 EP 24+159J 6.81' RT. J4538 EP 24+2343 6.26' RT. J4541 EP 24+3693 5.31' RT. J45.45 EP 24+38.43 4.00' RT. 34550 EP 24+5343 1.00' RT. 34560 EP 24+6843 200' LT J4569 EP 24+7593 331' IT. 34573 EP 24+83.43 4.26' LT. M.77 EP 24+9D.9J 4.81' 1T. 345.80 LP 24+984J 500' LT. 34586 £P Ik it x ti x ph rv( x II `hSR w6 '�5� R � M1 KK t O^^ ^nom ++ W ++ '4'« W ++ ++ m �",' 444 +q+ 9+aS+T O �titi IQ.tititi btitibtiti btiti btiti btiti O tiff hA 'O' tiw �titi "H hti adyy c�hDi til l2'71 x P G3 n F---- ' MATCH(E A.C. RftDCA7E STREET NAME QLD RIVER ROAD oPA EMEN 8 SGN a BE N0 SHWA K , AfONN 2'eAlt S4WUT AND MATCH S4WC(/AL4 I AND 7CH (E) AC PAVEMENT (E) U PAVEMENT SAWCUT ANO MATCH NEW MEDYW. SEE E A C. PAKWN YEW AFTNI PLAN. TRA T 7 43 `` 3 I', i' �� TRA IWw h h h $h 8 h gh h '� cc �4iN WA Wq ^ m o O WH a ua W cs& cc OLD RIVER ROAD - STREET CONSTRUCTION PLAN SCALE 1 " = 50' HORIZONTAL 1' = 5' VERRCAL T.I.=9.0 R= 14 NOTE.' 95X COWPACTION FOR FULL PAVEMENT SECIKIN 70 AT LE45F L0 FT UNDER AND EACH SIDE OF CROSS -GUTTERS AND OW APPROACHES. fL 5TA77ON OFFSET FROM ¢ ELEVA NON 29+61.56 000' RT. M..57 EP 29+09.06 0.21' LT. J46.56 EP 29+1660 0.81' 1T J48.55 EP 29+14.12 1.83' L L J4653 EP 29+J1.65 125'LT. J46.51 EP 29+46.72 6.50' LT. 346.50 EP 29+61.79 9.75' LT. 346.50 EP 29+69.32 IL17'LT. J46.49 EP 29+76.82 17.19' LT. 34649 EP 29+84.J4 12.79' 1T. 34648 EP 29+91.85 13.00' L L J46.46 EP j STA7701V OFFSET FROM ¢ ELEVA RON 29+57.18 /1.00'RT 346.38 EF 29+67.18 1068' RT. 346.41 EP 29+77.18 9.76' R7. J4648 EP 19+87,18 818' RT J4.60 EP 19+97.18 6.00' RT. J4667 EP JO+17.18 1.00'RE -W.79 EP JO+J718 4.00'LT.. J46.94 EP JO+47.18 6.18' 1T. 046.97 EP JO+57.18 7.76'17. J47.00 EP 30+6718 868.17 J4703 EP JO+77.18 9. DO' LT. J47.06 EP h N� x -. \ P ,INDEPEND_ ENCE HIGH SCHOOL CA S P PER Nf_ \ A0 72 ��- 7'0 -C F - C b -i OLD RIVER ROAD zDeDo3J+D0- � TR cGNSmucRav Q7 CORNER RAMP PER CITY OF LLiKGPsnao PROPOSES ® C00Y MEIN PER DE7M 1/Sr11. STANOWO &7& ST -10 C45E A' (CALPW STANDARD RSP AW).7© CATCH 845TH PER OE7M 21ST71. O ORAE APPAWOH PER CRY OF LVIKERSEOD PROPOSED � MANl10(E PER OEf&5 J ANO 4 ON 577/. �i g g STANDIRD DET& ST -1 .i J QJ TYPE A' C47CH 84SIN PER CITY OF EWKfRS%W m PROPOSED STANDARD DETA4 0-14. STREET LIGHT PER 0/7( OF B4K£RSTIELD PROPOSfO N N xi SONARS DETAILS ST 13 S7 24, AMD ST 25. 0 MMC SIGNAL INTERCONNECT R RILL BOXES PER CII( y y OF 94KERST7ELO PROP05f0 STAN@WD DETAILS T -J4. Q TYPE 8' CURB AND GUTTER PER CITY OF 34KERSEELD PROPOSED STANDARD ST -1 Q7 55' WIDE COMBINATION SIDEWALY PER C17Y OF 34KERSRELD STANDARD S -J ® TYPE V MOAN CURB PER CITY OF 94KERSRELD PROPOSED STANDARD ST -2 Qg STAMPED CONCRETE IN MEDAN PER CITY OF BAXERSELE) PROPOSED STANDARD L-11 110 PARKING �,x- ".,. SIGN (TYP.)/,� SAWCUT AND 94 ID (E) A.C. PAIEMENT a" A p 6 .S I I I ��TqTq PROPOSED WEST aO*JNE .-. e� 3 � .�. h MMS ?y 3 W W v W �- n _.76+00 -_ --. 29+00 --. ---- 30+00 --- -J1+00 --. .. 26+CO CATCH 84S'IN N0. 4 GTCN 36.51 R.I. OLD RIVER ROAD - PROFILE STA. 29+76.42REE EL. STA 26+36.51 F.L NORMA! F.1. ELEV. 34521 R. NM441 FE REV 344.77 FL SCALE: 1' = 50' HORIZONTAL DEPRESSED F.L. LIE/. J45.05 R DEPRESSED F.L ELEV. J44. 10 FL 1' = 5' VERTICAL T.L = 9.0 R= 14 y� N gg N ZN U N U N N N N 2N ptk N o ti S c� e c3 ti o ti o Q o o ti c3 � C a STREET L/GHT -C C AMPUS - - NO PARKING ,a ,6 o. A ...; c 40�.o PVC 516YV (TYP c, _ IRRICABQV S7fEVF5 I .,,.a ,, .f %j 7 - . �. PER Lcyl 086196 - r OLD RIVER ROAD TRACT 6359 CT 7243LU Ujry g M N N N '9i CC J U U (3 gmg Ci U U Uuj U U m Ci U ^O WM 40 N N O O cr OLD RIVER ROAD - MEDIAN DETAIL PLAN SCALE.' 1' = 50' HORIZONTAL 1" = 5' VERTICAL T.I. = 9.0 R = 74 J2+00 I, J44 APPROVED BY: ROBERT T. SWANSON �J �I W W ... ,042 R.C.E. N0. 43032 a a bm ® F� �m STREET Ny TO EWALK y y Qw=T CTl19 - a" A p 6 .S I I I ��TqTq PROPOSED WEST aO*JNE .-. e� 3 � .�. h MMS ?y 3 W W v W �- n _.76+00 -_ --. 29+00 --. ---- 30+00 --- -J1+00 --. .. 26+CO CATCH 84S'IN N0. 4 GTCN 36.51 R.I. OLD RIVER ROAD - PROFILE STA. 29+76.42REE EL. STA 26+36.51 F.L NORMA! F.1. ELEV. 34521 R. NM441 FE REV 344.77 FL SCALE: 1' = 50' HORIZONTAL DEPRESSED F.L. LIE/. J45.05 R DEPRESSED F.L ELEV. J44. 10 FL 1' = 5' VERTICAL T.L = 9.0 R= 14 y� N gg N ZN U N U N N N N 2N ptk N o ti S c� e c3 ti o ti o Q o o ti c3 � C a STREET L/GHT -C C AMPUS - - NO PARKING ,a ,6 o. A ...; c 40�.o PVC 516YV (TYP c, _ IRRICABQV S7fEVF5 I .,,.a ,, .f %j 7 - . �. PER Lcyl 086196 - r OLD RIVER ROAD TRACT 6359 CT 7243LU Ujry g M N N N '9i CC J U U (3 gmg Ci U U Uuj U U m Ci U ^O WM 40 N N O O cr OLD RIVER ROAD - MEDIAN DETAIL PLAN SCALE.' 1' = 50' HORIZONTAL 1" = 5' VERTICAL T.I. = 9.0 R = 74 J2+00 e J44 APPROVED BY: ROBERT T. SWANSON DATE �I W W ... ,042 R.C.E. N0. 43032 a a tr o I ® F� N W m � 300 � w v V Z 0 APPROVED BY: JIM M. SCHROETER DATE am R.C.E. NO. 46185 I�3�h 4G\�1EEF t V 02 aOH 9� b'S+S/,ry3L+ �F X u !.. i NEW FOM GRADE AT C6WERLWE '! a" A p 6 .S I I I ��TqTq PROPOSED WEST aO*JNE .-. e� 3 � .�. h MMS ?y 3 W W v W �- n _.76+00 -_ --. 29+00 --. ---- 30+00 --- -J1+00 --. .. 26+CO CATCH 84S'IN N0. 4 GTCN 36.51 R.I. OLD RIVER ROAD - PROFILE STA. 29+76.42REE EL. STA 26+36.51 F.L NORMA! F.1. ELEV. 34521 R. NM441 FE REV 344.77 FL SCALE: 1' = 50' HORIZONTAL DEPRESSED F.L. LIE/. J45.05 R DEPRESSED F.L ELEV. J44. 10 FL 1' = 5' VERTICAL T.L = 9.0 R= 14 y� N gg N ZN U N U N N N N 2N ptk N o ti S c� e c3 ti o ti o Q o o ti c3 � C a STREET L/GHT -C C AMPUS - - NO PARKING ,a ,6 o. A ...; c 40�.o PVC 516YV (TYP c, _ IRRICABQV S7fEVF5 I .,,.a ,, .f %j 7 - . �. PER Lcyl 086196 - r OLD RIVER ROAD TRACT 6359 CT 7243LU Ujry g M N N N '9i CC J U U (3 gmg Ci U U Uuj U U m Ci U ^O WM 40 N N O O cr OLD RIVER ROAD - MEDIAN DETAIL PLAN SCALE.' 1' = 50' HORIZONTAL 1" = 5' VERTICAL T.I. = 9.0 R = 74 J2+00 RELOCATE S7REFT NAME SIGN TO BEHIND SIDEWALK IN SCALE: 1" = 51 50 25 0 50 100 - BERKSHIRE ROAD CITY RECORDS N0. e J44 Z .. � �I W W ... ,042 v a a tr o I ® F� N W m � 300 � w v RELOCATE S7REFT NAME SIGN TO BEHIND SIDEWALK IN SCALE: 1" = 51 50 25 0 50 100 - BERKSHIRE ROAD CITY RECORDS N0. e Z o c ry V a 7 z z tr o I ® F� N W m � Z z � w v V Z 1 R �2 I�4i�I:I o h I�3�h 4G\�1EEF t V 02 aOH 9� b'S+S/,ry3L+ �F X u U I ! Z � � I w N ^moi z 1$ I m QNQ it Q O� fi I W O 8 II I cp r q o Z o m � 3 o Z W /1 7'1 b U Q U �mw) r� U c!� 8Wo O U w J co p W Z O H w a=ova Y O e m "4 U " N W Q U " y hfto O 11 H. OLD RIVER ROAD R IW STA17ON 131+45.00 I� SCALE: 1' _ !0' R W 7 z '� _z O Ft PROVS0 I ' w 115' W w v zm PER OOCf2RBG*6196 g h HT] t M ` u 72• 1 a m 70' i k 45' 45' U k k 48' 61, I y J4' 34' NEW 80MM17E MEDIAN SURFACE 7 9 2 I W REMOVE (E) CURB O I 32' °' 22 i MEDAN CURB \ J5' .SAWCUT, AND MATCH FLUSM WIIH RfMMN \\ 7.5X �ENIS77NG AC. PAVEMENT i 15R 25R 15% 25% 2b p$ (TO J -16R -. / I NEW SS'COMBlN4710N SIDEWALK (fJ COMB/NATION .._ f _. -. �(E) ti � � `(EJCOM&NAT/ON f1R(/Rf COMBlN4710N 5/DEWAIKJ II O.JO' TYPE i1' AC NEW CURB @' GUTTER SIDEWALK CURB R GU)IFR. NEN' TYPE M 0.45 TYPE A AC MEOLW CURB PAtEMEM SEC7fON o SIBEIYALK E CURB &GUTTER (J � R � 1E0 TO 95% (EJ CURB & CU/IER 1.00' CLASS 11 AX 845E COMPACTEO TO 95% Q (E) PAVEMENT SECTION 0.60 mTlw COMPAC7EB TO 95% b z 1.25' N4TI f COMPA070 TO 95% (IJ PAVEMENT SECTION m o ¢o SECTION A -A: BERKSHIRE ROAD SECTION E -E: OLD RIVER ROAD T.I. = 30 R = 11 S54170N RANGE = 120+24.02 70 22J+91.44 SCALE-- 1' = 10' T.I. = 9.0 R = 14 STA77ON t24+78.00 SCALE I,= 10' 3 0 2 o 2 0 RIW R/W RIW g Z Cn K z� RIW 140' p O V cr J cr W-4 con S 90' 06 M0 I'- PROPOSED RIW 70' 70' M = O PER OO 1218086198 � I W m M U E 45. 45, r � k 52' 61' k ® k k J4' vJ4' I I � 1 -- _---... __. 1.5% 2.5% 1.5x- .5X _- _ _ 2. X , ON WE AC PAVING AT ORA Z MEW BDW17E MEOW/ SURFACE 7 S4WCUT AND A64TCN USH WTR1 � _.. _ _ 5.5' COM&N47IM' SNfDYALK (E) EDGE OF PAVEMENT i- 5 EM77NG AC PAVEMENT FUTURE COWS——, SIOfIYALK I 1.9%36% 1.5%2 I (E) CURB m - - -- "' 'KL COM B N (E) PAVEMENT SEC770N 1.25 N471VE COMPACTED TO 95R 12' WOE CROSS -GUTTER 0.45 TYPE A' A.C. SID SIDEWALK �(fJ AT DRIVEWAY 1.55' CL455 /l A600. 845E COMPAC7f0 TO 95b 0.45' TYPE A' AC PAVEMENT SfC7/ON CURB & CUTTER 0.60' AAA TAE COMPACTED 70 95X 1.55' C1ASS 11 ACG BASE COMPACIn TO 9 NEW TYPE M 0.60' N477VE COMPA07EO TO 95X Mf01AN CURB SECTION B -B: BERKSHIRE ROAD SECTION F -F.- OLD RIVER ROAD T.I. = 6.0 R = 11 STATION RANCE = 223+91.44 70 226+49.02 SCALE- 1' = 10' LL = 9.0 R = 14 STA77ON 225+56.58 SCALE.7' = 10' PROPOSED RIW RIW R/W R/W PER 00(.'/278086796 R/W 1177' I �' 9356• i I 536' 535' I I I k 46.49' 52.07 6' k 525' 525 k I k k 12 3549' 4L07 NEW 8OAW4/lE AfEM SURFACE UOO I 15%15% % _2X v S4UT AND YAMH RUSH WBi (E) EDGE OF PAVEMENT 0.48' F-- 7/NG AC fVEMENT . •. .• r• �::: - -, *.,ter .n„ 1.5925b FUTURE COMBMADON SIOEWALKJ I - _ y- ti--ma?=u��i t� NEW COMBlN41ION 574LWAIK NEW 6N400N �(fJ ETI COAIBlmmow J0.30'AC. N£W CURB k GU ER SOEWA K __ PAVEMEN SfCBON LK (f) CURB &CUTTER 1.00' C/A55 /l ACG BASE COMPACTED 70 95$ NEW CURB & GUTTER DIANEW NPCU HS 0.45' i// A.C. CURB G (fJ CURB & GUTTER (E) PAVEMENT SECTION 1.25' NA7NE COMPAC]ED TO 95% 045 TED A AS CRSS l! ACG HESE COMPACTED TO 95% 7.55' CUSS l! AGG 845E COMPACTED TO 95X 5X 0.60p 060' N47TvE COMPACTED 70 95X 0.60' MW COMPACTED TO 95% SECTION C -C. BERKSHIRE ROAD SECTION G -G.- OLD RIVER ROAD T.I. = 6.0 R = 11 STA77ON RANGE = tfX+49.02 70 i27K9.02 Sw..• I,= !0' T.I. = 9.0 R = 14 STATION t28+75.00 SXE..• I'm 10' R/W PER a�BOB6196 R/W R/W RIW 110' l22J' I i I 60' 62.Y 49' 61' I 6' k 54' - 55.10' i k Kk 38' 50' c4 F1R7/Rf COMBINAOON SIDfWA1K I _... _ _ _ y-' 25% 7X i% � - �. ' - '. NEW 35 COMBINATION ... 5/OfWALK tI 5 2/1.6' t3B 1 S49CUT AND MA7CH FLUSH W7H fX/S77NG (E) EDGE OF PAWEMENT AC PAVEMENT. ELISPNG PA*V&7 10 BE REMOVED WEST OF SAW= 15X 25x - _ (EJ CURB & CUTTER J OJO IYPf A AG 00 CLASS tl ACC845E COMPACTED 70 1.00' NEDV CURB & GUIIE'R 95X N� C BINATION K + 11- K'' - _ - _- -. � . f *7W ' �(fSJI) COM RAROR (EJ PAYFMEM SECTION 1.25' N4 VE COMPACIM TO 95% NEW TYPE M NE NEW CURB & GUTTER MEDMN CURB 0.45' TYPE A' AC 0.45 TYPE WAC ME1.55'CLASS (EJ CURB &GUTTER I AGG 845E COMPACTED TO 95X 1.55' CLASS11 AGO. 845E COMPACTED TO 95X NEW BOAWfl0.60' NATIVE COMPACTED TO 95x 0.60' N47NE COMPACkD R1 95% ANO IANASGPE AREA SECTION D -D: BERKSHIRE ROAD SECTION H -H.- OLD RIVER ROAD T./. = 6.0 R = 17 STATION RANGE = t30+54.67 TO 232+6385 5C4LE.• I'm 10' T.I. = 9.0 R = 14 STADOM 229+8320 SCALE I'= 10' R/W R/W 7J0' 60' 70' 6' k 54' 217.7' 64' k u, NEW 80MWflE MEDIAN SURFACE 13 SANCU/ ANO AL47CH () EDGE OF PAVEMENT I 9' 2' FLUSH WDH EXISTING AC. 1.5%25% i PAVEMENT NEW COMBIMPON- SIDEWALK NEW CURB & 0.45' TYPE A' AC 1.55' CUSS U AGG 845E COMPACTED TO 95X 1.55' CUSS lI AGG 845E COMPACTED TO 95% NfW TYPE M 0.50' NATIVE COMPACTED TO 95X 0.60' NAIVE COMPACTED TO 95X MEDIAN CURHS SECTION H. OLD RIVER ROAD T.I. = 9.0 R = 14 STA17ON 131+45.00 I� SCALE: 1' _ !0' PAVEMENT SECTION -(f) COMHIN477ON SIDEWALK CURB & GU77ER CITY RECORDS NO. 6.1-1833 R Z o I� ¢ ti z a i _z O Ft m W w v zm g h HT] M ` u 72• 1 a m U w W 2 I W I m i N 0 I ti II Q o o � R � � o Q b z m o ¢o 3 0 2 o 2 0 UW K W Z g Z Cn K z� aU p O V cr J cr W-4 con S 06 M0 M = O < 2? W m M U E FE w r � U ® O 6.1-1833 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, THESE DOCUMENTS SHALL BE MADE LATEST EDITION, AND STANDARDS PERTAINING THERETO. A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. CALL 661-326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN BASED ON AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO THE BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY, PRIOR TO ANY FURTHER WORK 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN. THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND IMPLEMENTATION OF THE EROSION, SEDIMENTATION & DUST CONTROL PLAN AND THE STORM WATER POLLUTION PREVENTION PLAN; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING OR SPECIFICATIONS, HE SHALL SUBMIT A WRITTEN REQUEST TO THE ENGINEER FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BIO FOR THE PROJECT. 15. SWANSON ENGINEERING, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS.ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC. 16. SEE GRADING, WATER, STORM -DRAIN AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. CITY OF BAKERSFIELD STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DRAWING ST -22. 3. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE FOR THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED FOR THE LOWER "R" VALUE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FEET BELOW FINISH GRADE ON LOCAL STREETS (1.5 FEET TO 2.5 FEET AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN NOT LESS THAN 90% RELATIVE COMPACTION FOR A MINIMUM DEPTH OF 1.0 FEET UNDERNEATH SIDEWALK AND CURB AND GUTTER. THE LOCATION OF TESTS SHALL BE DETERMINED BY THE CITY. 7, COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. S. ALL CONCRETE TO BE CLASS B. 5 SACK, 2 1/2 TO 5 1/2 SLUMP PER CITY STANDARDS. CEMENT SHALL BE TYPE II. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37 - BITUMINOUS SEALS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT. AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS SHALL BE MARKED WITH AN "S" STAMPED INTO THE CURB FACE OVER EACH LATERAL. 12, ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET THE APPROVAL OF THE PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STANDARD DRAWING T-19 SHALL BE LOCATED WITH THE SIDEWALK, 6 INCHES FROM BACK. 15. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 16. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. CITY OF BAKERSFIELD ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) ASPHALT TE SECTION 39 202, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR3/4"MAXIIMUM REQUIREMENTS F MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "PERFORMANCE GRADED ASPHALT BINDER" IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM 02041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN, 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT OR MORE THAN 96% SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR AND LOCAL ROAD BEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THESE MATERIALS -OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS -OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCS ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWO) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 51`15C380021 HAS BEEN ISSUED BY THE SATE WATER RESOURCES FOR THIS PROJECT. CITY OF BAKERSFIELD ADDITIONAL NOTES 1. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 3. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 4. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 5. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) 7. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. B. NOTE TO STAMP AN 'S' INTO CURB FACE OVER EACH SEWER LATERAL 9. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TMST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 10. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 11. NOTE TO STAMP A "C" ON TOP OF CURB OR MEDIAN OVER EACH CONDUIT LOCATION. 12. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 13. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27:. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 14. INSTALL BLUE PAVEMENT MARKERS AT CENTERLINE OF ROAD FOR FIRE HYDRANT LOCATIONS CITY OF BAKERSFIELD STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CON7RACTOR TO OBTAIN LATEST ED177ON THEREOF, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRPT7ON CITY SID. NO. DESORPTION ® ST -1 CURB AND GU77£R (TYPE A', 9' AND CJ ❑ ST -17 WOE CROSS -GUTTER ® ST -2 CCMIMEROAL OR"AY ® ST -18 MEDIAN CURBS (TYPE U, lA-7"AAV k-2 J ® ST -3 .SIDEWALK ❑ S7-20 PRIMA IF STREET GA TES ❑ S7-4 RESIDENCE DRIVEWAY ❑ ST -21 REFUSE CONTAINER PAD ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -22 TRENCH SACKETT AND COMPACTION REOUIREMI)VIS ® ST -6 PAVEMENT PATCHES ® T-1 STREET SON, POST T)PE ❑ ST -7 CROSS -CUTTERS ® T-5 MAJOR COLLEMW TRANSITION AT INTERSECPON WITH MAJOR ARTERIAL ❑ ST -8 26 INCH PART CIRCLE CULVERT ® T-8 ONE-WAY MEDIAN OPENING ❑ ST -9 STREET 5RECINCA77ONS ❑ T-12 MINIMUM ACCESS DESIGN ® ST -10 STREET SECRONS ❑ T -J4 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULL BOXES ❑ ST -104 STREET SEC77OVS ❑ 0-10 SIDEWALK UNOERORAIN ® ST -11 STREET CROSS .SEC7701VS ❑ D-11 DRAINAGE BASIN ❑ ST -12 ALLEY CROSS SEC770N ® 0-14 CATCH -BASIN, TIDE A' ® ST -13 SURVEY MOM/MENT ❑ D-15 CATCH -BASIN, TYPE A-1' ® ST -14 STREET LIGHT, MAST ARM TYPE« ❑ SW -4 MANIR E, TYPE A" WN DROP 6WNEC770N ❑ ST -15 CUL-DE-SACS ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ ST -16 STREET KNUCKLE +4&W ASS STREET LIGHTS NOT ALLONED CALTRANS STANDARD PLANS 7. THE FOLLOWING CAL TRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LA7EST EDINON THEREOF) CAL TRANS SID. PLAN DESCRIPTION IN RSP A88A CURB RAMP DETAILS 6.1-1833 CONDUIT STREET 'TRACT o 0z 6916 � � i q U � U 0 W DE AIC 22 (E) DETAIi 72-� -. - �. (E) GUM 279-�\ 1500' RAOIL/S I,-. �' 19+00 1 EDGE OF PAVEMENT_ ... z-.OEDIL-g EDGE OF PAVEMENT--� & GUITER -FOUND 2'8C LS8318 FLEA - 34553' PROPfR7Y LINE _ TRACT6 825_ - :-- �zDETAIL 29 TAPER J6.1 RIW PER DOC1218086196 CTERTC CAMPUS PROPOSED CURB & GUT7ER . R�W PER 0001218086196 _ NO PARKING SIGN (!YF CTERTC CAMPUS RELOCATED S k�E7" N1 mi �0 PARKING STREET L! IP. O GORE OVER LEFT 7URN LAW 'LAMPHOLE PCR P.M N _ TRAFFIC SIGNAL 0155, SK 49 APC J SIGNAL MAPS R ✓ K COUNTY PLANS) TRgfFIC 5/GSIG - JJ+00 - -- Ja J 74 SOW (SEE DAM �PW✓S (Tp.) RIW PER DOC1218086196T a+uu u 71 TT_ 171 I: VOGEL WAY � INTERSECDON {OGfl WAY STA. 26+8706 C.L _._... t� CW - E N ARROW �-DETAIL 9 ,,- ,�ll7YPE W ARROW . _. 9f TAIL J2 SD EXY577NG CURB & Q ACT 8825 PLANS) ) TRACT 6825 X4-2 5/GN -. - TYPE N ARROW--� / -"ERKSP j DEraC 9 r DUAIL 22 RO CNEYRON GORE SLRIPINC TYPE NI (L) ARF 3nA .,. ... .. ......... .�Jni rune _ DETAIL JBA� r,,. . ear x RIW PER D001218086196 - - - - Pp°P°SE° G°R° & GURU CTERTC CAMP 22��ff , I tI 1 BERKSHIRE ROAD - TEMPORARY STRIPING PLAN® SCALE.' 1' = 50' HORIZONTAL 1' = 5' V£R77C4 , r(E) RI -1 70 BE REMOVED IT CT 6359 (BEE Ri (E) STRIPING DETaC T9 - - -. ff , n} _ TYPE N (R) ARROW TYPE N (R) ARROW - --- LLI DETAIL J8 GORE OU7ER LEFT TURN LAM (f) S/Rli DETAIL 29 0 (E) STRIPING DETAIL J7 (EJ S TYPE Nl L ARROW TYPE _�— ]RlPINC DEraC 22 -- --” (J � NI�ARROW --_-__ ZDfraL 8 (E) SNPW DETAIL 39-� —' BERKSHIRE ROAD - TEMPORARY STRIPING PLAN® SCALE T' = 50' HORIZONTAL I'= 5' VERTICAL N SCALE: 1" = 50' 50 25 0 50 100 ® BERKSHIRE ROAD TEMPORARY STRIPING PLAN APPLIES BEFORE THE SOUTH SIDE OF BERKSHIRE ROAD IS CONSTRUCTED WEST OF THE PROJECT SITE CONDUIT STREEt V z o TRACT i m "a4 �a 4"a0 a I '. q VOGEL WAY eW N4 � �' INTERSEC770N zW UL77MATE STRIPING PLAN SHOWN FOR WHEN TRACT ,y a n n H j1 STA. JT+„45 6825 STREET IMPROIEM£NIS ARE COMPLETED. 12• µyDE YE[LOW CROSSWALK S]77/PING !? \ INTERSECDO6 WGEZ war 1 TRACT 6825 12' WOE YELLOW P y Q TRACT 6825 :; TA25974KOL o a U dab y1P 71 — �DKSR�I ®� - IOx - m ....._ _._- — - __. .. Dfra( 9� :._ .,_:.� DfTA2 9� - DETAIL 9� �_ -- -- 9�-. AIL IYPEN L ARROW - U — I I� �_ —� „ 1. - —_.— I A9 32� DErAIC 29n DETAIL 72� ELCV - J455Y PROPERTY LINf­.( RIW PER DOC1216086196 - CTERTC CAMPUS IlC7.'IL7e7.9IH7 , ms.zx BERKSHIRE ROAD - ULTIMATE STRIPING PLAN SCALE I" = 50' HORIZONTAL 1' = 5' VER17X kULTTMATE STRIPING PLAN APPLIES AFTER THE SOUTH SIDE OF BERKSHIRE ROAD IS CONSTRUCIED WEST OF THE PROJECT SITE SCALE:1 1 25 1 .0 11 STREET NAM£ SIGN - NO PARKING SIGN- c STREET NAME NO PARK/NG -6 Y � k TF 7UND KCS MONU14ENT h - LAMPHOLE PER P M NO 1RAR7C S! 7/55, BK 49 AT PG 83 NIX TRAFRC SGIAL OF MAPS, KERN COUNTY PLA415f T P 33+00 34+00 �� Q Cj SIGNAL (SEE TRAFFIC..... �;GNAC lPLANS(7YP.) SEE SHEET ST08 BOTTOM AND SHEET 5709 RWT I a' FO KCS MONU TlN ` LAMPHOLE PfR P.M 0755, BK 49 AT PG 83 7R4FFTC SIGNAL (SEF OF MAPS KERN COUNTY p4FRC p TRAMd SIGNAL (SEE 7RAFflC cNa JPL NS m.) Zk SEE F7Ci.'):i.r' CITY RECORDS N0. V z o m ar earn O W h m v W m � zW R PE IME' �� P y Q o a U dab y1P 71 m 1 I BERKSHIRE ROAD - ULTIMATE STRIPING PLAN SCALE I" = 50' HORIZONTAL 1' = 5' VER17X kULTTMATE STRIPING PLAN APPLIES AFTER THE SOUTH SIDE OF BERKSHIRE ROAD IS CONSTRUCIED WEST OF THE PROJECT SITE SCALE:1 1 25 1 .0 11 STREET NAM£ SIGN - NO PARKING SIGN- c STREET NAME NO PARK/NG -6 Y � k TF 7UND KCS MONU14ENT h - LAMPHOLE PER P M NO 1RAR7C S! 7/55, BK 49 AT PG 83 NIX TRAFRC SGIAL OF MAPS, KERN COUNTY PLA415f T P 33+00 34+00 �� Q Cj SIGNAL (SEE TRAFFIC..... �;GNAC lPLANS(7YP.) SEE SHEET ST08 BOTTOM AND SHEET 5709 RWT I a' FO KCS MONU TlN ` LAMPHOLE PfR P.M 0755, BK 49 AT PG 83 7R4FFTC SIGNAL (SEF OF MAPS KERN COUNTY p4FRC p TRAMd SIGNAL (SEE 7RAFflC cNa JPL NS m.) Zk SEE F7Ci.'):i.r' CITY RECORDS N0. 6.1-1833 V z o z z_ O W h m v W m � zW IME' �� P y Q o a U dab y1P 71 m U f w z w ' h m ti I II 4 0 a U � o O I b o 2 j m 0 a i I 3 p� m Z O 2 0 W o U Z Z_ W Id7 w F- a U o C7 h lr7•nG/ � ii �i 0= Lr t� ca ZC30 a=s w� /� Q V m w C H � � 0 E W 4 r U h o a ® o cI 6.1-1833 w Ir INDEPENDENCE HIGH SCHOOL CAMPUS : to a (E) TYPE N (R) ARROW (TMEMAIN) TO RVPROPfR7Y UNt 1 ' (E) CURB & CU FR I� q (E) STRIP/NG DETAIL 38 70 REMAIN • ,°„ (fJ STRIPING DETAIL 39 n REMAIN -� � (E) CURB & CUl7ER STRIPING DETAIL J9 TO &K£ RLX(AlN UNE SYMBOL & ARROW 70 REMAIN (EI _ (f) MEOG (f) DETAIL 9 STRIPING TO REkWIV� OLD RIVER ROAD 24f00 o ._-___.,..._,r J All PROPOSED CURB & GUTTER (EJ EDGE OF PAVEMENT - v -- -i�,.. - l- EDGE OF PAVEMENT WNN - E 7Mf N L (J (J E FOG UNE STRIPING 70_BE REMOVED � - 'B (TO BE REMOVED -.-.- O T (E) TYPE N (CJ ARROW (MP) 7D BE REMOVED - (fJ MEGAN CURB TO REMAIN (E) MEON, CURB TO REMAIN (E) STI&NG DETAIL 29 WN DIAGONAL STRIPING TO BE RE -- BIKE LWE SYMBOL & ARROW (INP.) 70 RaWN (E) SNOW DUAL 39 TO REMAIN -� (E) CURB & GUTTER -� (EJ STRIPING DETAIL J9 TO REMAIN (E) TME N (R) ARROW (") TO REMAIN (E) STRUNG DETAIL J8 70 REMAIN (E) CURB & GUM -------- ®. RA I I i INDEPENDENCE HIGH SCHOOL CAMPUS (E) IME N (R) ARROW (7)P) TO REMAIN PROPERTY L - -- - - - - - -BIKE LANE SYMBOL & ARROW (TMJ ro REMAIN �? (E) GIRD & aff ERw - STRIPING DETAIL 3B TO REMAIN a (E) 57RIPINC DETAIL 39 nREMAIN `=(EJ CLCRb B & GU>IER� L(E) STRIPING DETAIL J9 10 REMAIN y _. ^; `^. (E) DETAK 9 SIR RIG 70 REMAIN - (E) DETAIL 9 STRIPING TO REMaNJ.o (` n1 n IVP RO n (E)MEDIAN aIR8 W DETAIL 9---- (E) STRIPING DETAIL 39 70 REMWN (fJ MEOWN CURB 1/ PROPOSED MEOM (E) &KE LANE SYMBOL & ARROW (7M.) T1 REW (E) IME N (R) ARROW (INP) 70 REMAIN (E) CURB & GUTTER -� CAMPUS PROPOSED CURB &CUTTER P.) 70 BE REMOVED (E) FOC LIN' 57RIPING TO BE REMOVED N00' S0"E 83719, _...�_._,.....-.._`.. ..., E)STRIPING 70 Bf R✓ED .. fMO,...... ,... E() STRIPING 70 BE IEAlOVEO BIKE UNESYMBOL & ARROW (INP.) 70 REMAIN BIKE LANE SYMBOL & ARROW TO REMAIN (EJ S79AW DETAIL 39 TO RE" � (EJ TNGSTRIDC ILJ8 39 E W-REMA-� Q (E) CURB & CUTTER (E) TME N (R) ARROW RT REMAIN (f) S7RlINC DETAIL 3B 70 RfMMN� — -�� w TRACT 6359 --- ,I �U /_ I z OLD RIVER ROAD - EXISTING STRIPING PLAN SCALE: 1" = 50' 50 25 0 50 100 TME N ((CROW ... • .. �••_ (EJ STRIPING DETAIL J9 TO REAWN (E) STOP TaT M BE REMO (E) 7ME N (RJ ARROW TO BE Q Q w 0 O m �Q w m T/PE N (R) ARROW TO REMAIN BIKE LANE SYMBOL e -_ E DETAIL 11 70 REMaN- TEDI� (E) STRIPING DETAIL J9 TO REMAIN If - -111 TERTC CAMPUS •rav c4 �SNEET UCNT NO PMKIND 5/GN --fR/W PER DOCJ218065196 a�NhTPARIO Y �, NO PARKING SIGN � BIKE LANE SYMBOL & ARROW (IYP.) TO REAWN ���� V 1 11 P� (E) STRIPING OEfX 39 T7 REMMAI DETAIL TER (f) BIKE LANE SYMBOL & ARROW TO (E) CURB &CUTTER In, -- -�-- DETAIL ,TBA TRACT 7243 ___ E J (E) TYPE IV (R) ARROW (DP.)]0 REMAIN Q -..7 11' WIDE YELLOW CROSSWALK STRIPING I W 8 4 w N x (E) STRIPING DETAIL J9 TO REMAIN —\ (E) CURB & GUTTER W Lu dWl cc 2 Cj r�(E) SW BAR TO BE REMOVED OLD RIVER ROAD - ULTIMATE STRIPING PLAN (E) TME IV (R) ARROW TO 50 25 1 50 100 619m"9wff%%%%%%%%� -TYPE N (L) ARROW DETAIL xwA STREET UGNT NO PARKING SO - RELOCATED 57REET NAME NO PARKING 59 DETAIL 38- DETaL 7 STRIPING DETAIL 38 7O REMAIN GORE SNIPING (E) IME N (R) - ARROW TO REMAIN El TRACT 6825 (E) CURB & 01R7ER i E C.J (E) TYPE /V (L) ARROW TO BE REMOVED -..7 _35+� C7 (E) MEDIAN CURB TO REMAIN a� (E) STRIPING DETAIL J9 TO REMAIN —\ (E) CURB & GUTTER W cn w dWl zFEW 2 r�(E) SW BAR TO BE REMOVED �z RACT 6359'.1 r ^ W D(E) STOP T£.PT TO BE REMOVED W o 3 C-) (E) WE IV (R) ARROW TO BE REMOVED, U W CJ7 (E) STRIPING DETAIL 394 70 REMAIN m (E) WWE GORE ONES `.. TO BE REMOVED (INP.) ,. 11' WIDE YELLOW CROSSWALK STRIPING EJ CURB & CUTTER 11-R m 2nD xaax1 MARL � sIRIPIND�ErAI[ J9 g��� I aEra[s i 3r o 1 J/ < w o z J4 DETAIL 38 c4 TYPE' ROW DETAIL JB 11" WIDE TSI OW (E) MEaw CURB CR0.SSYY4(R STRIPING DETAK 9 BIKE UJIf SYMBOL. & ARROW TO REMAIN \' i' �S9J SNIPING REMAIa�AIL & GUTTER b b SII, III I� lig I I IIS I w I cr i ICS I CITY RECORDS NO. 6.1-1833 E C.J z o C7 z z_ a� cn w m zFEW 2 �z r ^ W W o 3 U 1 m U i i g I W 2 W i N q O d 4 � O o o s I N3 0 o I 3 � 0 Z z O U J W w Q U cn Q O b ►�"- c O oxo Z 0 4 �w Y --M � � U C:) a U w v, 6.1-1833 o z Lu U ^ W a S cl) St; U STREET LIGHTNe � SO NOPARKS0 IIS WlWw W RFCOCA TEO STREET NAME SIC, UNO PARKING !IC o PROPOSED CURB & GLIDER Cc OL a �PfTAL 9 �c o.az 4 1� twoi 3 TYPE IV (L) ARROW 12' WIDEOW GROSSWIL STRIPING BMEOSYM80L &ARROW 70 REMAIN ID ' WIDE YELLOW 'OSSWALK STRIPING CURB & GUTTER TYPE ! IV (R) ARROW BIKE IANF SYMBOL & ARm!w 1E IV (R) ARROW v STRlP1NG DETAIL 3B Q - ^-^-.-. v MING DEIAI1 39 CHEVRON GORE STRIP/NG S/RIP/NG DLTA4 J& — -DE(a( J8 (E) MEOW✓ CURB rDETAIL 9 — � 0-1 SIGN 39 70 R CURB & 50 - (E) CURB AND GU7TER �- EJ SRIPWG DETAIL 39 --z-0L7AI1 9 (E) LOGE OF PAVEMENT (E) fTO LINE (E) DETAIL 29 - - - - (E) DETAIL 29 45 -+OO 46± A,47+DD -�\N 48+00 (E) TYPE IV (L) ARROW I -_(E) EDGE OF PAVEMb (E) fW.' LINE STRIPING - �(E) CURB AND GUTTER. _--._ _. I. .. . _.. ... ... a fOG LINE 1 �(f) CURB AND GUTTER RlPlh'G DETAIL J� \ ,. -- - - STRIP%NC 077d7C 39 _ _ _ _ _ _ _ _ _ _ __ —GET AIL 9 (E) TYPE IV (LJ ARROW L /RETAIL (EI DETAIL ?9 J DETAIL J8�' 'J9+OD --_- ,- 40+00 r"L_ 41+ + + -- .__ - 45-+00 46+OQ 4Z+00. (E}�MfOIAN CURB � _ , .._`' _ �� Arm 9 (£) OETAK 38� (f) ME[WW CURB (E) TmE IV (L) ARROW (E) TYPE IV (L) ARROW O - -- -'-OETAK 9 TYPE W ARROW (E) TYPE IV (R) TYPE N ARROW (£J TVP£ V (RJ TYPE VT AIRO'µ'�\ ,,,, (E) DETAIL 22 -- .-- - --- �] ---- ---- l W4-2 SIGN ARROW TO REMAIN �T✓ ARROW TO RL]bihV �j✓ - --- _ — (EJ _- - -_ - -. EOG UNE STRIPING I f ..- _ (f) STRIPlN6 DEIAI[ J9 70 REMAIN ''C (E) STRIPING DETAIL 38 TO R£MWN z OLD RIVER ROAD — ULTIMATE STRIPING PLAN SCALE: V= so' so zs o so ioo (E) EDGE OF PAVE CURB AND GUTTER Ik I (E) EDGE OF PAVEMENT-, (f) EOG LINE zz� D 7+00- —_ /E) TYPE N A) (E) 12" AVE WHITE CROSSWALK STRIPING (E) AVAIL 22-,, (E) TYPE -IV (L) #LD RIVER ROAD — ULTIMATE STRIPING PLAN SCALE: 1" = 50' i 25 0 50 10� o 1 Z J a a. C -V CITY RECORDS N0. i UF IV (C) ARROW n`; DETAIL JB W— DETAIL Z o v ti (EJ cuRe e cu ITR -, (E) STRIPING 0E7aL J9 TO REMAIN (L) STRIPING DETAIL 38 TO REMAIN (E) TYPE /V (R) - ARROW TO REMWN a �PfTAL 9 �c o.az 4 1� twoi 3 TYPE IV (L) ARROW 12' WIDEOW GROSSWIL STRIPING BMEOSYM80L &ARROW 70 REMAIN ID ' WIDE YELLOW 'OSSWALK STRIPING CURB & GUTTER TYPE ! IV (R) ARROW BIKE IANF SYMBOL & ARm!w 1E IV (R) ARROW v STRlP1NG DETAIL 3B Q - ^-^-.-. v MING DEIAI1 39 CHEVRON GORE STRIP/NG S/RIP/NG DLTA4 J& — -DE(a( J8 (E) MEOW✓ CURB rDETAIL 9 — � 0-1 SIGN 39 70 R CURB & 50 - (E) CURB AND GU7TER �- EJ SRIPWG DETAIL 39 --z-0L7AI1 9 (E) LOGE OF PAVEMENT (E) fTO LINE (E) DETAIL 29 - - - - (E) DETAIL 29 45 -+OO 46± A,47+DD -�\N 48+00 (E) TYPE IV (L) ARROW I -_(E) EDGE OF PAVEMb (E) fW.' LINE STRIPING - �(E) CURB AND GUTTER. _--._ _. I. .. . _.. ... ... a fOG LINE 1 �(f) CURB AND GUTTER RlPlh'G DETAIL J� \ ,. -- - - STRIP%NC 077d7C 39 _ _ _ _ _ _ _ _ _ _ __ —GET AIL 9 (E) TYPE IV (LJ ARROW L /RETAIL (EI DETAIL ?9 J DETAIL J8�' 'J9+OD --_- ,- 40+00 r"L_ 41+ + + -- .__ - 45-+00 46+OQ 4Z+00. (E}�MfOIAN CURB � _ , .._`' _ �� Arm 9 (£) OETAK 38� (f) ME[WW CURB (E) TmE IV (L) ARROW (E) TYPE IV (L) ARROW O - -- -'-OETAK 9 TYPE W ARROW (E) TYPE IV (R) TYPE N ARROW (£J TVP£ V (RJ TYPE VT AIRO'µ'�\ ,,,, (E) DETAIL 22 -- .-- - --- �] ---- ---- l W4-2 SIGN ARROW TO REMAIN �T✓ ARROW TO RL]bihV �j✓ - --- _ — (EJ _- - -_ - -. EOG UNE STRIPING I f ..- _ (f) STRIPlN6 DEIAI[ J9 70 REMAIN ''C (E) STRIPING DETAIL 38 TO R£MWN z OLD RIVER ROAD — ULTIMATE STRIPING PLAN SCALE: V= so' so zs o so ioo (E) EDGE OF PAVE CURB AND GUTTER Ik I (E) EDGE OF PAVEMENT-, (f) EOG LINE zz� D 7+00- —_ /E) TYPE N A) (E) 12" AVE WHITE CROSSWALK STRIPING (E) AVAIL 22-,, (E) TYPE -IV (L) #LD RIVER ROAD — ULTIMATE STRIPING PLAN SCALE: 1" = 50' i 25 0 50 10� o 1 Z J a a. C -V CITY RECORDS N0. 6.1-1833 u Z o O W m N ro m eel z N �z Q� a Lli3�� 0 m i II U L 2 W I N � i m O � O O � O 2 � o o � 3 0 Z 2 o J U zW w ca 25g25 c O U J co p a z0 N m �-4 Ua N W U N l h O L^® 6.1-1833 0; chi 4 � STREET LIGHT � 1� NO PARKING SIGN p RELOCATED STREET NAME SIGN CAMPUS 80 PARKING 5/GN jl PARKING SIGN (E) DETAIL 191 TO BE REMOVED (E) CURB & GUTTER !E) SIRIRNC DETAIL 39TO REMAIN S7AlPlNC DETAIL 38 TO REMAIN (EJ IT lV (R) ARROWW 70 REAWN (E) STOP TEXT TO BE REMOVED— (E) TYPE IV (L) ARROW 70 REAWN (E) STRIPING DETAIL J9 70 BE REMOVED (£) TYPE IV (L) ARROW TO REWIV (E) DETAIL 19 TO REMAIN- (E) TYPE IV (L) ARROW TO BE REMOVED" (E) TYPE IV (R) ARROW TO BE REMOVED — 2 �yAC (f) TAPE N. (L) ARROW 1 Bf REMOVES BIKE LANE SYMBOL & ARROW TO Rf —(E) DETAIL 12 70 REMAIN i CURB & GU77ER GORE STRIPING BE REMOVED (EJ STRIPING DETAIL MIN,� �39 TO REMMAN n r r/ (EJ CURB & GUIIER•, i (fJ STOP BAR TO BE REMOVED SI UP TO BE REMOVED R1 - t 7TO0 BE REMOVED (EJ S7RIPING DEfAlL 39A TO REAMIN () 7YPE IV (R) ARROW TD BE REM06,, _ l C.0 (E) WN/7F GORE LINES TO 6E REMOVED fZEXI&£ DBJNE47WS BE REMOVED . .76+00 (E) TYPE IV (L) ARROW 70 RE REMOVED i i i (E) STOP AHEAD S7RlP/NG � 70 BE REMOVED i (f) W3-1 70 P4 l;tifi Y �RE REMOVED I �f d I IL I I SII I, I (E) DTIC 31 TO R£MA/N-�� --_....._ OLD RIVER ROAD AND BERKSHIRE ROAD INTERSECTION -EXISTING STRIPING PLAN50 25 0 50 10 SCALE: V= 1 OLD RIVER ROAD AND BERKSHIRE ROAD INTERSECTION -ULTIMATE STRIPING PLAN 25 SCALE: V= 1 I 1 1 11 CITY RECORDS N0. 0 U z o Q� zz �z � I 4 �c Go bey � 3 r i m I W 2 2 W I O s a I II o O b 2 o o 3 0 2 U W HH Z H p � O J CJ) p � O Z � Y � ro J ® � m � n " W v v a SL`L� v U f 6.1-1833 � V� 6.1-1833 3 a 3 TRACT 6825 1 I . CJ z o Q� I , O z y '� vi� w m z FEW I �w Q� a� � III W� r > m a J a1�Sh3y�-i� m I w I U r W W 2 i i 2 W 10 i 4 . O h �I m {{ ti I . I Q O' 4 � U o O I b °z j, m o Q 0 �i 3 0 2 o 2 0 UW w Z g Z W � V O o w 0 6 Cc lie ON 11 11 50 0 100 200 CITY RECORDS N0. 6.1-1833 m CJ z o Q� zz O z y '� vi� w m z FEW a �w Q� a� III W� o > m a J a1�Sh3y�-i� m I U W W 2 i i 2 W O h m ti I Q O' 4 � U o O I b °z m o Q 0 3 0 2 o 2 0 UW w Z g Z W � V O o w 0 6 Cc J cf) p 0 = O a Q 2 0 ® a m U a � � v v W U ° N O o v♦ 6.1-1833 FRAME & BARS 6" 0..0 J4 BARS BENT DEAN- C AND IMBECILE INTO THE WALL 12" (TYR) �. BACK OF SIDEWALK PLAN VIEW —6 R=3" AL IAMBRA FOUNDRY GALVANIZED FRAME AND COVER j7A1530 WIN 2 ROUNDED, R -PIPE STAINLESS STEEL SOCKET HEAD SETWALL THICKNESS SCREWS (SET OPPOSITE ANO F/N/SHED 1}" CLEAR FLUSH) OR EQUAL CLASS ;i CONCRETE I REINFORCING STEEL, PROPOSED 18" SEE PLAN NSW RCP NY7H RC,/ 525, J9�i5 /,y 12"(7YP) rFsw awcr rx axR SXW(KRP'f {M'AT LROPOSED ON Sl MAHOLE NTH 2 ?LSE CONE BETAS S & 4 S/ELI Sri ¢- " CZA 12' (% 18 RCP Pg 5" W/IH RX/ o CON➢NUOUS WRIER STOP (TIP.) a NdfC 'i 69: rAICd11_IIJ �\4 BEAR - TOTAL OF 4 X \X 6" TYPICAL 17, AIALJ REINFORCEMENT AROUND PIPE 14 BARS AT 12- O.C. BOTH WAYS LN WALLS AND BOTTOM OF SIRUCTURE (2" MIN CLEAR FROM FACE OF WALL, FRAME & 6 -- BARS 6" NO, 1\;�p4 BAR - T07AL Of 4 O \ �6' TYPICAL CURB GDOFFER/C/\`�% A4 BARS BENT DOWN RACK Of 72" M/NJ AND IMINDORO INTO SIDEWALK THE WALL 12" (TIP) REINFORCEMENT PLAN VIEW AROUND PIPE ACHAMBRA FOUNDRY GALVANIZED FRAME AND COV— STEEL SOCK, T SCREWS (SET OPPOSITE ANDESS FAIISHED FLUSH) OREAD EGUALT PROPOSED 18" RCP 71j" CLEAR WIN NO JOINTS' CZASSGVG 'J)E d67' �A 12" (T �CONCRE7f snnAeAa rr mLa (E) ON-SITE MANROLE (F) l6" ON -SIE STORM GRAIN PIPE ad 0 5' ROUNDED, 4 CONPNUOUS WATER '� WAIL THIL 3 STOP (TYR) e¢4 BARS AT 12" OC BOTH WAYS IN CLASS 7' WALLS AND BOTTOM OF STRUCTURE CONCRETE SECTION A -A (2., MIN. CLEAR FROM FACE OF WALL) GENERAL NOTES 1 ALL CONCRETE SHALL BE CLASS 'A" AND SHALL BE WUN 2-1/2" TO GENERAL NOTES 1. ALL CONCRETE SHALL BE CLASS A' AND SHALL BE WAILAT 2-112" R7 ADJI/SANG NUTS TO BE PON EYED 5-1/2" SLUMP. o 5-112" SLUMP, AND SECURED IN PLACE WHEN 2. SLAB TO BE POURS) MONOLITHIC MYTH SIDEWALK WHERE SIDEWALK IS � N U � 2 5YAB 70 BE POURED MONOLITHIC {NTH SIDEWALK WHERE SIDEWALK l5 PLAT£ IS IN PROPER POS171044 FA SOF ALC CO"✓CRFTf OR - 1/ CONSTRbClEO R RErCACcA SUP Cf ACHAMBRA FOUNDRY CURB ARMOR A SURFACES A CONSTRUCTED OR REPLACED CE ALL EXPOSED CONCRETE ACHAMBRA FOUNDRY CURB ARMOR C OF AD SHAG( MATCH COPE FlN/ H C OR AND SCOR/NG OF ADJACENT �A-3911 NYIH ANCHORS OR EQUAL OL ,9/ACL MATCH SLOPE f7N15H, COLOR, AND SCORING OF ADJACENT JA -3911 IN7H ANCHORS OR EQUAL. CONCRETE CONCRETE NORMAL 3 WALL IFILXhE34 7-6" EXCEPT WH✓N: NORMAL REINFORCING STEEL, - R=5 � J WALL THICKNESS T=6" EXCEPT WHEN. REINFORCING STEEL, R_ JJ TTER SFC PLAN NEW !}_ � CUFL0142/NE H > 8 FEET =8" CUTTER SEE PLAN VIEW � H > 8 FEET T=8" L> 8 FEET T -d" IF FLO&IIRT L> B FEET T=8" LIACLS PULL BE INCREASED BY 2" MU/MUM TMCKNESS IF I CURB �—i F-2" CATCH BASIN WALLS SHALL BE /NCREASEO BY 2" MIN/MUM IN THICKNESS e� _ [CURB _2 CATCH BASIN IV HEIGHT POURED AGAINST EARTHNO /N OF 0075/DE FACE FORMS L I HEIGHT POURED AGAINST EARTH IN OF OUTSIDE FACE FORMS. 4 WALL REINFORCING NOT REQUIRED WHEN H=8' OR LESS AND C=T OR CESS. OSI 2 I OUI 4WALE REINFORCING N07 RfOU/Rf0 WHEN H=8' OR LESS AND L=T 0,4 CESS H 2 WALLS EXCEEDING MESE LIMITS SHALL BE REINFORCED NET N0. 4 BARS WALLS EXCEED/NG THESE L/M/TS SHALL BE REINFORCED 97H N0, 4 BARSj 1" X O" SUPPORT AT Id" OC, BOTH WAYS ALL REINFORCING SHALL HE 4 BARS s IS' OC, BOTH WAYS. ALL REINFORCING SHALL BE N0. 4 BARS CLEAR OF INSIDE FACE (MLf55 O7HERbiYSE SPOON. 1AT -/�2' 1-2" CLEAR OF INSIDE FACE UNLESS OINERYASf SHOWN BOLT IMTH HEX NUTS - 5 ALL EXPOSED METAL PARTS SHALL BE GAL VAN/ZED AFTER FABRICA DON S ALL EXPOSED METAL PARTS SHALL BE GAL VANDED AFTER FABRICATON, PROTEC90N BAR E SUPPORT BOLTS SNAIL BE INSTALLED WHEN LENGTH OF OPEN/NG 6. SUPPORT BOC TS SHALL BE INSTALLED WHEN LENGTH OF OPENING (Ef£ NOTE 7J EXCEEDS 5 D" AND SHALL BE SPACED AT NOT MORE THAN 5 D" O.C. AND EXCEEDS 50" AND SHALL BE SPACED AT N07 MORE THAN 510° OC AND NOT LESS TNAN J'0" 0. C. 2 W NOT LESS THAN 3'0" O.C. }° d STIRRUP 24' 7 WHEN CURB OPENING EXCEEDS 5-1/2° A PCAM ROUND 57EfL 7 WHEN CURB OPENING EXCEEDS 5-1/2; A PLAIN ROUND SELL R=3" PROTECTOR BAR T" IN DIAMETER SHALL BE INSTALLED. BAR SHALL BE PR07FC7101V BAR 1' IN DIAMETER SHALL BE INSTALLED. BAR SHALL BE IMBEOOED 5" AT EACH ENO. IMBEDDED 5" AT EACH END. 8. PIPE SHALL BE AS SPECIFIED OR AS DIRECTED BY THE ENGINEER, THE STEEL PLATE 8, PIPE SHALL BE AS SPECIFIED OR AS DIRECTED BY THE ENGYNEER THE ANGULAR CUT ON THE PIPE SHALL BE MADE A5' DIRECTED BY GAT ANGULAR CUT ON THE PIPE SHALL BE MADE AS DIRECTED BY THE STEEL PLATE ENGINEER DETAIL ENGINFER DETAIL 9 ALL WORK SHALL CONFORM ID THE APPLICABLE SECTORS OF THE 9. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTONS OF THE SPECIFICA TONS INTMEO "STANDARD SPECIFTCAT/DNS, STATE NF SPECIFICATONS FJ4TRf0 "STANDARD SPEOLICATONS, STATE OF CALIFOR!✓IA, DEPARTMENTOF TRANSPORESON" CUREKVTTE TION CALIFORNIA, DEPARTMENTOF TRANSPORTATOY' CURRENTEDIT/ON MODIFIED CATCH BASIN DETAIL - OLD RIVER ROAD SOUTH 2 Z I MODIFIED CATCH BASIN DETAIL - OLD RIVER ROAD NORTH 2" 3 IIn 5 .9F OF/AIL I, PGG SGR No, RI RE KURED "x ,AIE(T SILT FCR FRAME PANG IS IN PLACE 9AR AND W ANO COO MTAkS 10E125 0,125' TO 025' BELOW NEW ^NMIFO PANG 4" 21 MIN74R, DRY PAWO S A110W 2,O LGN£ WkN£ AR'NwVO AAD WRMM SLMFRS w AYAYIHYE MY 92E E.YtEMI Law? HALWT W S $ ao'Mno N/ aMLL AM 9 MANS?W LWMAfl BEiwm EMS LOW? HhL CRRPET wB?E wcrYWCAM WiIXWC I .4XERSW AYANHdf A� LR ?B SAVE OIAY£2Q M£ Rl> HAIf W WC 9WL pILY MA£AlO4fD ftJAffY IIIfL.S.61D ]lY 61iM'EiL 9Aff5 SOUL �p131EAA'09gOM i wM rtYmruWJAR. LYA55 1' caacREB o� TYPE "A" MANHOLE WITH SHALLOW CONE 26 25 %" SE£ D£rvi "A' I �— L i Arg• 24"ISOPENING 3T y" SECTION A -A 2' PATIERN LETTERS 1/B' EbYYT L48a SEWER" LIP TRAM AS ARIL CAL¢E A I 1 IA- SELF DRAWN BUM MLA HOLE PLAN MANHOLE FRAME & COVER AGB9 r. Au W� 9uu rMlraaL ro nB AWYMAfgE.ffCRQd � IIB 9WL8K.A MWT mD SrANmwD 9WLWMAMwS $lAT R' LYGWBLRNIA pFAR1YENr IY i?AY9CwTAMW' WrrmrrEnrML 2 Wl LP4IWD YAwwA Mn 9WL B num wM Norr sEAX LR MANwDCO'UL dr'9CF (Y YMpIIXCT MUST BE uparalBp Alp MA?Y RAIm CP XN4D W RLWE LB RPE JR STAffiWONID YAH .zemI SHALL MCLWS]ROOBO p M=RNME wM TiBIROIaM 0' ASTY "74 C4RPfNT am 4. ALL 4 ILY,R ON WME? L LIMER MAH 19' IN pAwu,, 91ALL M LAM wM 74", G't AMOV CWAL a LMp4EIC PM 91ALL BE sURfD WN A WE PM WW LVRAp LTlhe]AD AS PER WCMW. zfflR 6 ME STAwMAD 9£LYR'AMM a ALL LY/MfpLS 9 EB a w Pow9IE0 wM SRR MONFL MUF STALL LLWrowr ErA9B0 Etw 9n RG95IAN[E 6MB'eLom ALL FRAY ANO LAOS 9IALL W 7a&j GPAY CAST IRM, f TRIYA WARPS LRAM HG'E'S SM AM = SWIM SNAIL HAW A OCR,IWr FNI9l 6A5D WALL OCAYO?Y N OB AiOMw D, ME 9Eav ms RR WAY -M CAST 9MAL LY9gA INR A5W. MMA ICS/ RLA9j aA M. JLw ALL iRAYfS ANO COWRS BE BS20 Fpt ACWRACY (F {1J M'o 9ULL LBYARAm M 9 -IS RJmi 70 N OEUKKY. ME s IWiAAufs GEARING FACES LR ?B L 9IAIL 9E YAtlwkO FW A SYCON Ntll-RI.Yl.'CIG Br BEIXEEN IIB TAO C.ISiMGS CAS?MT 9MLL. & MORYftlaY tlFANEY AM gfRm RINE M A par.M'-LNiW4 J7AW AVWIW LYWFP'MG M MWF A R T047 GMI0.P. Mf NAPE LI' YAMRAC?AwA! COMPANY SHUL W W ]NE fN/LLR SCYW ME LgIX YAwIdE fRAYEmc IYRiI MT USS RtaN 120 K4M0T Cw IBId" MAN Z50 PdMOS ME wG 9LALE w'Ta M1 [CST MAN 110 PtlMDS CIP ACRE MAY Mw PIARws YAAHd£WWRs SY,YL NAW A 9]f-CRMY�G HPP RIM' Ntl£' G" 9AE )IPC. MACHINED SURFACES i0 1 2" NIEL LVER CO E FRAME �i--d DETAIL "A" ORAWAGE STRUCTURE CLASS J' CL VCRETE DRAINAGE PIPE CLASS J' CanWUOUS RUBBER WAMRSTOP (TIP) PIPE JOINT DETAIL APPROVED BY: ROBERT T. SWANSON DATE R.C.E. NO. 43032 -ft" j-As/it APPROVED BY: JIM M. SCHROETER DATE R.C.E. NO. 46185 CITY RECORDS NO. V z o HSA r7 � N U � z rrTZT,, a g y N EEA e a NC w y V > v `.. 2 T?%"'gOM Ste d'!S/'J3ti mI3 g Z 2 W N ro I O �gl ill O Z TNI I I O Ql�i 3 a o W cJ� z w z� � C-0 a a U 0 c F— J cc [� Q = p 1� N N b g U� N L ti 1