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HomeMy WebLinkAbout1.1-7317 Ph ATRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORK'S QIRECTOR, CITY OF BAKERSFIELD • = DATA THEODORE D. WRIGHT C 33710 APPROVED BY: �i'UBLIC WORKS DIRECTOR, O „k; BAKERSFIELD nD AT So ENCHMAR_KUSED,- O■ O CONCRETE E AT STREET AND STOCKDALE A 7ArA DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BENQUMARK. SEL 240 - . « SET NAIL ON TOP OF CURD AT EAST SIDE OF THE SOUTHEAST CURD RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. BEARINGB8.SIS, QF QEARI,N.Ga.-. THE 9*27"57"' WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER► STOCKDALESECTION 3, T. 30 S, R. 26 E, M.D.B.& M. (ALSO BEING THE CENTERLINE OF PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN RECORDER'S OFFICE WAS USED AS THE BASIS BEARINGS MAP. STATEPARCELS A AND 8 OF PARCEL MERGER NO. 16-0182 PER CERTIFICATE OF COMPLIANCE RECORDED ON SEPTEMBER 2, 2016 AS DOCUMENT NO. 000216120378 OF OFFICIAL RECORDS, ALSO BEING A DIVISION OF A PORTION OF SECTION(S) 3 AND 4, IN TOWNSHIP 30 SOUTH, RANG 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, CALIFORNIA. 1p. 0 TABLELINE TABLE ESTIMATED QUANTITIES FOR PLAN Z Q << w 0 CURB RETURN NOT TO BE USED FOR RIDDING a <C PI— STREETS E� END CURVE it CL STOCKOALE HIGHWAY 0.30' A.C. /0.558 A.B. a j J� a " CURB AND CUTTER 2,203 LF 4" THICK ISIULTI—I,...iSE TRAIT*.. 12,330 SF BARRICADE 1 HU EBERRY � EA METRO STREET NAME SIGNS 4 EA TRAFFIC CONTROL SIGNS 14 EA TRACT cn EA LED STREET LIGHTS 3 7240�� Lu 66 LF STRIPING 1,794 LF TRAFFIC SIGNAL INTERCONNECT 1,112 LF BOT LEBRUSH EA G CULIACAN NORTH H ALF OF � E C TI �I�I 3 CONE�'LCIWER BEACH T. J�. .j ASTER _Nw NORTH HALF OF SECTION 4 T.30S., R.26E. _u_ KCWA--CROSS VALLEY CANAL VIOINITY m"AAP � A STAGING,ALL CONSTRUCTION ACTIVITY, INCLUDING CONTRACTORCONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. AND RESPONSIBLE i! i FOLLOWING THE • A BIOLOGICAL 1MX SURVEY. STAGING, GRADING, 1 OTHER DISTURBANCE OCCUR OUTSIDE PLAN. GRADING LIMITS - HCP AREA BIO CLEARANCE SURVEY I TABLELINE TABLE ESTIMATED QUANTITIES FOR PLAN 1pRIVE z[�AY FLO I N t tt I CURB RETURN NOT TO BE USED FOR RIDDING # i PI— STREETS EC— END CURVE it 1,117 LF 0.30' A.C. /0.558 A.B. a j J� a " CURB AND CUTTER 2,203 LF 4" THICK ISIULTI—I,...iSE TRAIT*.. 12,330 SF BARRICADE 1 EA SURVEY MONUMENT ENCASEMENT 5 EA METRO STREET NAME SIGNS 4 EA TRAFFIC CONTROL SIGNS 14 EA WHEELCHAIR RAMPS 4 EA LED STREET LIGHTS 3 EA I CURVE TABLE ESTIMATED QUANTITIES FOR PLAN 1pRIVE z[�AY FLO I N CHECK AND INSPECTION FEE CALCULATIONS. CURB RETURN NOT TO BE USED FOR RIDDING i PI— STREETS EC— END CURVE Colw " STREET 1,117 LF 0.30' A.C. /0.558 A.B. 75,336 SF " CURB AND CUTTER 2,203 LF 4" THICK ISIULTI—I,...iSE TRAIT*.. 12,330 SF BARRICADE 1 EA SURVEY MONUMENT ENCASEMENT 5 EA METRO STREET NAME SIGNS 4 CL.— CENTERLINE D ESTIMATED QUANTITIES FOR PLAN 1pRIVE z[�AY FLO I N CHECK AND INSPECTION FEE CALCULATIONS. CURB RETURN NOT TO BE USED FOR RIDDING PURPOSES. PI— STREETS EC— END CURVE Colw " STREET 1,117 LF 0.30' A.C. /0.558 A.B. 75,336 SF " CURB AND CUTTER 2,203 LF 4" THICK ISIULTI—I,...iSE TRAIT*.. 12,330 SF BARRICADE 1 EA SURVEY MONUMENT ENCASEMENT 5 EA METRO STREET NAME SIGNS 4 EA TRAFFIC CONTROL SIGNS 14 EA WHEELCHAIR RAMPS 4 EA LED STREET LIGHTS 3 EA SAWCUT 66 LF STRIPING 1,794 LF TRAFFIC SIGNAL INTERCONNECT 1,112 LF PULL BOXES 4 EA CL.— CENTERLINE D FL— 1pRIVE z[�AY FLO I N IACBEGIN CURB RETURN ECR- END CURB RETURN PI— POINT OF INTERSECTIO EC— END CURVE C— BEGIN CURVE PIV — POINT OF INTERSECTION VERTICAL CURVE P VC— POINT ON VERTICAL CURVE BV'C-°- BEGIN VERTICAL. CURVE EVC--- ENO VERTICAL CURVE PRC— POINT OF REVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE POC— POINT ON CURVE G GRADE BREAK HP— HIGH POINT M A I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND a.ELIEF >rMED AFTER REASONABLE k•r INQUIRY, DOCUMENTS ACCURATELY DEPICTPROPOSED •"i"! URBAN VEVELOPMENT AREA INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. J I OTAL DISTURBED AREA (FOR PERMIT PURPOSES) 4.34 GROSS ACRES 11 r i W. PORTER, R.C.E 33448 DATE UNDERGROUND •.. OF SOUTHERN CALIFORNIA DIAL ,k 1,800-227-M as IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A '#NOTICE OF INTENT" (NOI) TO COMPLY NTH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED V41TH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009—DWQ AS AMENDED BY ORDER 2010-0014—DWQ AND ORDER ♦ .. � � RESOURCES w BOARD +► Ir SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUC11ON ACTIVITY. COMPLIANCE NTH THE GENERAL PERMIT REQUIRES r y , it PREVENTION M r PLAN A s*. BE STORMPOLLUTION PREPARED, M CARRIED IrR N' AVAILABLE Ilk «ll �:w rrINSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 1 BEEN ISSUED BY STATE ♦ K RESOURCES k* r BOARD y«rD O s PROJECT. 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. UNLESSE 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. CITY IN.SPECTION h[2,TL i. CNO CITY INSPECTIONS Ill SHALL * ; ENCROACHMENT r r s PERMIT !rrkrOM ry SECURITY AND APPROPRIATE INSURANCE s BEEN OBTAINED. 1 DA E -MAINIEUMCE 0i NOTE.- ALL LANDSCAPING, SHALL BE MAINTAINED BY THE CITY OF BAKERSFIELD PARKS DEPARTMENT. LANQ5QAEE. DESIQN.NQ_TE iTHE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE I. l !►.O SIDEWALK • f AREAS it 27o. l z STOCKDALE HIGHWAY LEGEND FU TURE X SHEET INDEX NUMBER �' / FREEWAY DIRECTION OF DRAINAGE � INTERCHANGE EXISTING CONCRETE MONUMENT (PROTECT IN PLACE) PROPOSED CONCRETE MONUMENTUJ Q 0 LED CITY APPROVED STREET LIGHT 1 CB1 CATCH BASIN W/NUMBER PROPOSED STREET NAME SIGN I TRACT 7317 PARCEL �° ~� ,� PHASE 4 PIS 10-M- i L� 1` TRACT 7317 LLJ PH ASE 2 < -- ` TRACT 7317 I_ PHASE 5 _ CL M FUTURE SUMP' . `� f FUTURE C.0.. PROPOSED DEVELOPMENT AREA PARCEL '� ~` WATER TANK SITE GRADING LIMITS—HCP AREA � PM 1}- ,,� ��-....-._.,� BIO CLEARANCE SURVEY LIMITS AREA= 4.34 GROSS ACRES SAN 'Ile S71ti�7' L7 100 20' co Ao 2 am rMow► ! - -" llool !9 +� ^ ` �/ TRACT 7317 RANCH— ................. two Now_ --- — . PHASE 6 C3 dew 400 cv o a 20,:' C5 TRACT 7317 C4 TRACT 7317 e PHASE 3 PHASE 1 I a z c� Lu w !Ai W MJ z M u cr_ w 3 M`` U. Q u�j 4♦. LL. Er 0 CL z STOCKDALE HIGHWAY LEGEND FU TURE X SHEET INDEX NUMBER �' / FREEWAY DIRECTION OF DRAINAGE � INTERCHANGE EXISTING CONCRETE MONUMENT (PROTECT IN PLACE) PROPOSED CONCRETE MONUMENTUJ Q 0 LED CITY APPROVED STREET LIGHT 1 CB1 CATCH BASIN W/NUMBER PROPOSED STREET NAME SIGN I TRACT 7317 PARCEL �° ~� ,� PHASE 4 PIS 10-M- i L� 1` TRACT 7317 LLJ PH ASE 2 < -- ` TRACT 7317 I_ PHASE 5 _ CL M FUTURE SUMP' . `� f FUTURE C.0.. PROPOSED DEVELOPMENT AREA PARCEL '� ~` WATER TANK SITE GRADING LIMITS—HCP AREA � PM 1}- ,,� ��-....-._.,� BIO CLEARANCE SURVEY LIMITS AREA= 4.34 GROSS ACRES SAN 'Ile S71ti�7' L7 100 20' co Ao 2 am rMow► ! - -" llool !9 +� ^ ` �/ TRACT 7317 RANCH— ................. two Now_ --- — . PHASE 6 C3 dew 400 cv o a 20,:' C5 TRACT 7317 C4 TRACT 7317 e PHASE 3 PHASE 1 I a z to 4.1 BATE 11/29/2017 PA JOB No. 2709L SHEET c.. al 1.1-7317 c� RECORDSCOB o. OF 5 SHEETS c� w to 4.1 BATE 11/29/2017 PA JOB No. 2709L SHEET c.. al 1.1-7317 c� RECORDSCOB o. OF 5 SHEETS L � X » a. 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N � N1 X : ` N X : * A i A :} ft i i Ir � # # � » X.: » x i i A ; � • » f ! r . - 7 N } i 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967`r THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL DE 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. DE 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. SURFACE17. IF THE FINISHED ASPHALT !i DOES NOT MEET THE SPECIFIED SURFACE A S» Y SHALL BE BROUGHT TOLERANCE A EITHER: ABRASIVE G» EQUIPMENT ..# DIAMOND i A. REMOVAL "f AND REPLACEMENT, it AM M i i R : PLACEMENT A E X i'#. CONCRETE ASPHALT OVERLAY. METHOD WILL BE SELECTED ECTIVE WORK M ENGINEER. T »i SHALL ri !. 'i CONTRACTOR'S A ! EXPENSE. t 18. IF ABRASIVE A ,F y... USED TO BRING THE FINISHED SURFACE SPECIFIED SURFACE '- X TOLERANCES, Y A ADDITIONAL "7� GRINDING i SHALL BE PERFORMED, i tM It NECESSARY, ENLARGE i GRINDING AREA THAT THE LONGITUDINAL ^L OGRINDING kfr AT A CONSTANT X FROM, AND ARE PARALLEL NEAREST i A 7. PAVEMENT A EDGE, AND THE TRANSVERSE GRINDING L NORMAL PAVEMENT N XLL GROUND AREAS 1. A SHALL BE NEAT RECTANGULAR XA A N E x S SURFACE s A X fi!r"... A N1 ABRASIVE itiX i SHALL : CONFORM R REQUIREMENTS » FIRST y PARAGRAPH i ! » x# - X lY LAST .. » PARAGRAPHS ! » A f A�r : . , GRINDING 42-2.02, • , "C O it ... ; - THE STANDARD SPECIFICATIONS. X it COAT SHALL An APPLIED ii- ALL FINISHED 11 ASPHALT A'It » ACES ; T THE CONTRACTOR'S X w EXPENSE. r SEAL COAT ar EITHER ASPHALT ! x YF AGENT OR A t► X EMULSION A DIRECTED BY R is BASE MATERIAL ALL CITY STREETS INCLUDING ARTERIAL, i7F,ACOLLECTOR, AND LOCAL ROADBEDS SHALL EITHER 1 MEET THE » SPECIFICATIONS CLASS AGGREGATE itX, AB) O rTO f Y CALTRANS STANDARD A i SPECIFICATIONS, Xw LATEST EDITION, A SHALL BE GRADATION x A:: CRUSHED MISCELLANEOUS BASE CONFORMING SECTION 200-2.2 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND `A -: CONCRETE, A .Ill` i,�.*` BASE, TREATED x iiA. OR L COMBINATION . TE THOSE MATERIALS - OTHER RECYCLED BASES SHALL NT BE ALLOWED. AGGREGATE 3 $HALL BE COMPACTED A A MINIMUM OF f OF L 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD FINISHED GRADE SPECIFICATION SECTION 19--1.03 PER THE CITY OF BAKERSFIELD: NATURAL GROUND IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL. CONFORM TO UNLESS NOTED OTHERWISE ONE OF THE FOLLOWING: MAXIMUM FL -- A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING EP -- PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE w 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 0 ESTABLISHED BY THE ENGINEER. m MILS. T ,_.N0jE Z 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN, APPENDIX J OF CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE NO. 4472, AND THE GEOTECHNICAL. INVESTIGATION PREPARED BY SOILS ENGINEERING, INC., DATED AUGUST 24, 2016, SEI FILE NO. 16-15873 AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL. BE MADE A PART HEREOF. 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ST --1 CURB AND GUTTER (TYPE "A","B" AND "C") ST -17 NIDE CROSS -GUTTER ST -2 COMMERCIAL DRIVEWAY ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M-1» AND "M-2") ST --3 SIDEWALK El ST --1 9 HANDICAP RAMPS ST --4 RESIDENCE DRIVEWAY ST -20 PRIVATE STREET GATES ST -5 HOUSE NUMBER FOR CURBS ST -21 REFUSE CONTAINER PAD ST -6 DATED 1/11/99 PAVEMENT PATCHES ST -22 DATER 1/11/99 TRENCH BACKFILL AND COMPACTION ST -7 CROSS -GUTTERS REQUIREMENTS D-10 SIDEWALK UNDERDRAIN El ST -8 26 INCH PART CIRCLE CULVERT D-11 DRAINAGE BASIN NG ST --9 STREET SPECIFICATIONS D--,14 CATCH --BASIN, TYPE -A" 2:1 ST -10 STREET SECTIONSMAX D-15 CATCH -BASIN, TYPE "A-1" N�� Cl ST -10A STREET SECTIONS '�,� D-16 GUTTER DEPRESSIONS ST -11 STREET CROSS SECTIONS SW -.4. MANHOLE, TYPE "A" WITH DROP CONNECTION ST --12 ALLEY CROSS. SECTION SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ST -13 SURVEY MONUMENT T-1 STREET SIGN, POST TYPE ST -14 "STREET LIGHT, MAST ARM TYPE T-3 MAJOR COLLECTOR TRANSITION ST --15 CVL -DE -SACS T-12 MINIMUM ACCESS DESIGN ST -16 STREET KNUCKLE T-34 DATED 09/99 TRAFFIC SIGNAL. INTERCONNECT - FIRING "FIBERGLASS STREET LIGHTS NOT ALLOWED AND PULL. BOXES QALT.RAN�.,,,,5LAN..DARQ,.,.,.ELANS 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION RSP A88A & B CURLS RAMP DETAILS tp d\\ X9.2' t d fi 56,1 xj d }IS4j t }q(JJ t a ,#j # i i ! • P if (0 lb � )C-4 d oil X { 1 { C? 9 d d { t f 1R 1M;' UT AA' BOTTOM 1 4! ,60 HIGH WATER ELEVATION= 348.60 VOLUME REQUIRED=5,215 C.F. VOLUME PROVIDED=5,730 C.F. SLOPESSIDE MAX SCALE: 1 "mm"30' (TYR) 1 1 d d d d d 36.3' i d � 1 d d d d } 57' jyc• d f d d # d td td d bo p d dd d d #d {d •� d d d dam' ! d f # 4' ' TYP. ( # 1 sr # # t TYI'' � x 36.3' J dd #! HYiM""'°^^ f 61.5' \\ E X X Q 1 RARY .,'DRAINAGE A N s ' BOTTOM OF BASIN=344.70 HIGH WATER ELEVATION =,347.70 VOLUME REOMP f)=8 8 8 C F `f, VOLUME PROVIDED 8,848 C.F. CQ135jEQQTjQNN. NOTES -Q SIDLSLOPES e MAX U . N . V . (TEMPORARY { b BASIN DETAILS ONLY) { " # f TYP d 2 # C�l d00 # 06 # t6 # .1` d�,V RANCH DR d_ -- 42.4 ---,w x X 310 03 w 'Cl!EM_P,0R6Rl.,,D9Aj.NAGE BASIN BOTTOM OF BASIN=346.2 HIGH WATER=347.7 VOLUME REQUIRED=4,215 C.F. VOLUME PROVIDED-4,380--- C.F. SIDE SLOPES OP4S y o1 MAX U m i 9 t 5mJ • \jy I 6' CHAIN LINK FENCE PER C.O.B. D-12 Nm 1 C.7 uJ 0 Lu �a 0 U5 w w w xv sz: z Fq°�� .»•� w w C)LY L1.. w w G9 Q Q ddwW t p 0 w mss. � ... ( uj U3 t1.1 w Lu m c� v> ri tr co w > 4t �•• az 4 tki N 0 Z F fl .� CL 0 t^ me�q••'�--�?1 � c,a C% {�� G'� UJ i:� Q t -- VA w tu tJ c� w ..rwww 0 Lu uugj- &¢ 0 mow_ w�ww0 >I_ �=_LOO �T_8Z �CONSTRUCT 6' CHA N - I K FENCE (NO SLATS OR CURSING) PER COBS TD DWG. D-12. 2 CONSTRUCT 14' NIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13. CONSTRUCT 2" x 12" THICK NOMINAL RIP -RAP PROPOSED EDGE OF PAVEMENT (PER CONSTRUCTION PHASE) FG = FINISHED GRADE NG = NATURAL GROUND U.N.O. UNLESS NOTED OTHERWISE MAX MAXIMUM FL -- FLOWLINE EP -- EDGE OF PAVEMENT HWM = HIGH WATER MARK 6' CHAIN LINK FENCE PER C.O.B. STD. DWG. D---12 ARIES 4'1. EP 1' 1 MIIN L -MJ E TEMPORARY DRAINAGE BASIN SEC11ON111 PORARY DRAINAGE [/�"�_ TEMSIN SECTIONN. III 0 d 0-3 � � w..ow• mmx.. f"w ST ST ST FUTURE RW CL RW BLOCK WALL 13' MULTI ---USE d BY SEPARATEID a•5'-~~--°� 110' LANDSCAPE 45' RIGHT-OF-WAY* 45' RIGHT -OF - TRAIL EASEMENT** PLANS 2_ 2' 2' � � 2 0 EASEMENT#* F L 1 11' FL 34$ 34' 11, 6# 5' 6' 12MULTI--USE ,�'-',�,'�, 1'°`� 4go � c' Il .�... TRAtL � I NG �,, .� 3 r 2' 6" CURB & GUTTER 6" CURB & GUTTER µ ,\ MAX ry * �' '+wo www mMtw°' Q.1 01 DEIAIL NOT TO SCALE Q (SEE PLAN VIEW FOR STRUCTURAL SECTION) rs GPA/LCPER NO. X 9-�N 3 �' �' �° � TYPICAL ROSS .,SECTION rW� ��OQKDALE_ RANCH_QRIYL E NOT TO SCALE 0 `- EXISTING RIGHT-OF-WAY AS DEDICATED ON PARCEL. MAP '< ' {' / E 12062--1 FILED FEBRUARY 22, 2016 IN BOOK BO OF PARCEL MAPS, ^ AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER.' EXISTING ADDITIONAL RIGHT--OF--WAY, LANDSCAPE EASEMENT AND MULTI -USE TRAIL. EASEMENT AS DEDICATED ON PARCEL. MAP 1 . 1 -7 31 7 0) 12232 FILED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS, AT"""�` � PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER. ORS NOT TO SCALE o. f z d LSI w z ,w biter 0 m LL w Z 3: v • . 1 "`� is � !• OF 5 SHEETS z ,w biter v • . 1 "`� is � !• OF 5 SHEETS CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -T-1. INTENTIONALLY OMITTED CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A8A CASE "A". CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STH DWG. NO. D-14 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCJT AND/OR TAPER GRIND SMALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TRAFFIC SIGNAL. INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34. INTERMEDIATE PULL. BOXES NOT SHOWN. INTENTIONALLY OMITTED CONSTRUCT 12' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS—BY OTHERS). 10 90' WIDE STREET RIGHT—OF—WAY -WAY DEDICATiON (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD PER PARCEL. MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL. MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. NORTH f FL = NORTH SIDE FLOWLINE STATION SOUTH FL = SOUTH SIDE FLOWLINE STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED, ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD, DWG. ST -23 THRU 26 AND XXX C.Q.B. SPECIAL PROVISION SECTION 86--6,01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, GREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.S. STH DWG. ST --22. EXISTING SURVEY MONUMENT - PROTECT IN PLACE. PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN FLANS) Q PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) PROPOSED ADDITIONAL RIGHT-OF-WAY (TO BE DEDICATED PER PARCEL MAP 12232) PROPOSED SEWER FAIN (SEE SEWER AND STORM DRAIN PLANS) - = PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) EXISTING EDGE OF PAVEMENT TEMPORARYSEE SHEET 2 FOR DRAINAGE BASIN DETAILS SEE SHEET 5 FOR STRIPING & SIGNAGE PLAN FUTURE PHASE B PHASE A CONSTRUCTION CONSTRUCTION Y SEPARATE PLANS It C> 4t tet= ti 00.EXI STING 10' WIDE LANDSCAPING, TRACT 7317„n TRACT7317 SIDEWALK AND P.U.E. EASEMENT (PHASE ) PER PARCEL. MAP 12232, P.M. BK. (PHASE ) c*4 ww 60, PG. 19.2 +z c SEE DETAIL rA a. # # # # # t # 64 20.35 65+09.36 _ # 4 # # CL INT65 63 64 P BASIN r �9 '{ SEE DETAIL. # i SHEET 2 # ,,� 3 TSP It '#i En TEMP BASIN #C,II o � t :2�., T / #i #; ca SEE DETAIit L'# �;~ ; �'. — #--k .,_ SKEET � 0 , � i 10' i o'# it # _ � a ^” i 130' e r is„ 4ll TRACT 7317 to) 106< cv4ICHESTER n8 (PHASE COURT 00 c4 00 C!' �00m ++ � � Y SEPARATE SANS + + to to to FUTURE PHASE B PHASE A CONSTRUCTION CONSTRUCTION Y SEPARATE PLANS a -CURVE TABLE • x II to x � 0 # � STOC D ALE RANCH, DRIVE. u.I fr \ 49.1rn ;� I �� IIII IMM 11 M 2. PAVEMENT DETAIL, SCALE 1 "=30' FUTURE PHASE B PHASE A CONSTRUCTION CONSTRUCTION Y SEPARATE PLANS It C> 4t tet= ti 00.EXI STING 10' WIDE LANDSCAPING, TRACT 7317„n TRACT7317 SIDEWALK AND P.U.E. EASEMENT (PHASE ) PER PARCEL. MAP 12232, P.M. BK. (PHASE ) c*4 ww 60, PG. 19.2 +z c SEE DETAIL rA a. # # # # # t # 64 20.35 65+09.36 _ # 4 # # CL INT65 63 64 P BASIN r �9 '{ SEE DETAIL. # i SHEET 2 # ,,� 3 TSP It '#i En TEMP BASIN #C,II o � t :2�., T / #i #; ca SEE DETAIit L'# �;~ ; �'. — #--k .,_ SKEET � 0 , � i 10' i o'# it # _ � a ^” i 130' e r is„ 4ll TRACT 7317 to) 106< cv4ICHESTER n8 (PHASE COURT 00 c4 00 C!' �00m ++ � � Y SEPARATE SANS + + to to to FUTURE PHASE B PHASE A CONSTRUCTION CONSTRUCTION Y SEPARATE PLANS a N� po ` l 31 ' !'^ + SSP -�ei tt#t ti 't� �° `�A CT 7317 tin, (PRASE 2) ui r.' t it .--- c( � t0ti 1 ` �k -�,��-- = �. -� � (PHASE 2)r�rP'� r l -A— ro k ('o y Tom' -'~ g EXISTING 13' WIDE MULTI -USE TRACT 7317 TRAIL., LANDSCAPING AND P.U.E. EASEMENT PER PARCEL MAP (PRASE 1 122.32, P.M. BK, 60, PG. 192 HORIZONTAL: 1 "= 4'O' VERTICAL: 1"=2" CONSTRUCT MIN. 0.30' A.C. PAVING OVER ISI® 0.55' CL -11 AGGREGATE BASF. OVER MIN. 1.00' NAT. GIRD, II to a COMPACTED A DENSITY :3 0) p � ccs TI6.0 R=32 i V) `..' 352 . . . . . . Xl5J1N6 GROW PROPLE A7. CENTRUNE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8) . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . 52 .............. e ........ ........I ....... .`.... , ...... 350* 350 ........ : .............. ......: ,....... ............. . . . : : : .... : .........: +0.25% F M IkE RV11'.\. : : : : : ; .257 p.._ y.... ..:..................°................_.... .................... .................... 348'.. FUtURE.'PHASE B. ................................ ........ ...... ......... ......... 348 'CONSTRUCTION— ... PHA8.L' A' S-1 Y SEPARATE -PLAN 63+00 64+00 65+00 66+00 67+00 68+00 69+00 IIwm NORTH FLOWLINE PROFILE pz to j 0) 46,32' 46.32' . I wa I ON CURVE ON CURVE 11 t+ Q 00P 0 o6 00 06 cr 06 �w 0i rr3 p M y,� r Q Lq EX1577N GROW P� IiE i 6CA Tt Ae i i f s e e _ e ��, V 4 ` L _ _ __ _ _ : __ _ ____ _� _.e__ �__ _ to _ _� __. _ _ ___ a .. _ _ _ �_ _ .- ° - co ,V,,, - _"- ter.,, , ,.,,.... ..,... ................... ......................... .............. + +-LO 4.+ 't + to �#- 350* ...._.. ........ to, ........ to ........,... ....,.. ................. ......,.cn ................ t'1Z ISI:}. fV1VR+. . . . . . . . . . . . . . , . . .. % 02S !Cd1W /©dJLC BY - SEPARATE PLANS 63+00 64+00 65+00 66+00 67+00 68+00 69+00 SOUTH FLOWLINE PROFILE 0 00 ow 0 :a4 �g0W 55 -F_ x 15 Z t3 4c0ri'z 00 wo c, ,�, �w} `Wpt� ,�►�C3 rz C. -t©2 6 izuwj © Z—ca zC7S2 W w 0w COw :z 0uj 7a X®wp i u _j U4 x cssewx �0�Qzot 'U Q W cxn F >�`w� (J): d is00aw E c� e Y-- c a c 2 ( C) tlN c 0 Q) V) a L v c c� c� 0 v 0 ..1 U) ( a a� W CL1 0 CL re 1.1-7317 0 COB RECORDS No. LLQ -CURVE TABLE • x II x x 0 u.I ua ;� I �� IIII IMM 11 M W W uj Qco> W �� A #.. I.±.,, K. 0 N� po ` l 31 ' !'^ + SSP -�ei tt#t ti 't� �° `�A CT 7317 tin, (PRASE 2) ui r.' t it .--- c( � t0ti 1 ` �k -�,��-- = �. -� � (PHASE 2)r�rP'� r l -A— ro k ('o y Tom' -'~ g EXISTING 13' WIDE MULTI -USE TRACT 7317 TRAIL., LANDSCAPING AND P.U.E. EASEMENT PER PARCEL MAP (PRASE 1 122.32, P.M. BK, 60, PG. 192 HORIZONTAL: 1 "= 4'O' VERTICAL: 1"=2" CONSTRUCT MIN. 0.30' A.C. PAVING OVER ISI® 0.55' CL -11 AGGREGATE BASF. OVER MIN. 1.00' NAT. GIRD, II to a COMPACTED A DENSITY :3 0) p � ccs TI6.0 R=32 i V) `..' 352 . . . . . . Xl5J1N6 GROW PROPLE A7. CENTRUNE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8) . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . 52 .............. e ........ ........I ....... .`.... , ...... 350* 350 ........ : .............. ......: ,....... ............. . . . : : : .... : .........: +0.25% F M IkE RV11'.\. : : : : : ; .257 p.._ y.... ..:..................°................_.... .................... .................... 348'.. FUtURE.'PHASE B. ................................ ........ ...... ......... ......... 348 'CONSTRUCTION— ... PHA8.L' A' S-1 Y SEPARATE -PLAN 63+00 64+00 65+00 66+00 67+00 68+00 69+00 IIwm NORTH FLOWLINE PROFILE pz to j 0) 46,32' 46.32' . I wa I ON CURVE ON CURVE 11 t+ Q 00P 0 o6 00 06 cr 06 �w 0i rr3 p M y,� r Q Lq EX1577N GROW P� IiE i 6CA Tt Ae i i f s e e _ e ��, V 4 ` L _ _ __ _ _ : __ _ ____ _� _.e__ �__ _ to _ _� __. _ _ ___ a .. _ _ _ �_ _ .- ° - co ,V,,, - _"- ter.,, , ,.,,.... ..,... ................... ......................... .............. + +-LO 4.+ 't + to �#- 350* ...._.. ........ to, ........ to ........,... ....,.. ................. ......,.cn ................ t'1Z ISI:}. fV1VR+. . . . . . . . . . . . . . , . . .. % 02S !Cd1W /©dJLC BY - SEPARATE PLANS 63+00 64+00 65+00 66+00 67+00 68+00 69+00 SOUTH FLOWLINE PROFILE 0 00 ow 0 :a4 �g0W 55 -F_ x 15 Z t3 4c0ri'z 00 wo c, ,�, �w} `Wpt� ,�►�C3 rz C. -t©2 6 izuwj © Z—ca zC7S2 W w 0w COw :z 0uj 7a X®wp i u _j U4 x cssewx �0�Qzot 'U Q W cxn F >�`w� (J): d is00aw E c� e Y-- c a c 2 ( C) tlN c 0 Q) V) a L v c c� c� 0 v 0 ..1 U) ( a a� W CL1 0 CL re 1.1-7317 0 COB RECORDS No. LLQ �� II DATE 11/29/2017 AI + ;� • A JOB *, II( OF 5 SHEETS z 0 u.I ua c� W W uj Qco> W �� I.±.,, K. 0 �� II DATE 11/29/2017 AI + ;� • A JOB *, II( OF 5 SHEETS z 0 ua �� II DATE 11/29/2017 AI + ;� • A JOB *, II( OF 5 SHEETS El CONSTRUCT TYPE -B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1, M INTENTIONALLY OMITTED CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE 'Ait CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD, T-34. INTERMEDIATE PULL BOXES NOT SHOWN. INTENTIONALLY OMITTED CONSTRUCT 12' WIDE CONCRETE MULTI—USE TRAIL (4�' THICK CLASS "B" CONCRETE) (SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS—BY OTHERS). 10 90' WIDE STREET RIGHT—OF -WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. NORTH FL = NORTH SIDE FLOWLINE STATION SOUTH FL = SOUTH SIDE FLOWLINE STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND xxx C.O.S. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, GREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT — PROTECT IN PLACE. (D PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) EXISTING RIGHT—OF—WAY (PER PARCEL MAP 12062-1) PROPOSED ADDITIONAL RIGHT—OF—WAY (TO BE DEDICATED PER PARCEL MAP 12232) PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) EXISTING EDGE OF PAVEMENT SEE SHEET 2 FOR TEMPORARY DRAINAGE BASIN DETAILS SEE SHEET 5 FOR STRIPING & SIGNAGE PLAN -0- � .%_. *." _.� t I 1P y 50388 1 0 (10 I fp_ ? 1� STOCKDALE RANCH I DRIVE C)"o Icb cv PAVEMENT DETAIL SCALE 1 " =30, 110 f2 6 �V) Z 000 0:2 4v uj I (Ow + TRACT 7317 sp CIFIC PL 0 AN RESE� V AT (PHASE 2) ION I C. "EST REt TW4 L EXISTING 10' WIDE LANDSCAPING, 0. RE -sot u �/,y AL10AIM ►EMP BASIN "A" T101v EA' loz __4 __j SIDEWALK AND P.U.E. EASEMENT I *996 9. 043— Je SEE DETAIL PER PARCEL MAP 12232, P.M. K. 04 & 044,04 SHEET 2 60, PG. 192 POW + co IAJ Lq 4 _-U, i JO c m C> 50388 Ex w Ex w z t 6G2 70+99.94 70 EC II 68+92.29 CL IIVT SEE DETAIL YA"\ EXISTING 13' WIDE MULTI -USE 8 TRAIL, LANDSCAPING AND P.U.E. EASEMENT PER PARCEL MAP 12232, P.M. BK, 60, PG. 192 (PHASE 1) Ito � OD 'q- 01 0i 0 0 r- M 6 EXISTING IRRIGATION MAIN�J­__CL EXISTING IMPROVEMENTS (TO BE EXTENDED) 73+2&56 Li 74+34.62 75+41.67 x 73 N79*20'45"E 74 CL INT 75 00, s 97 TYP — -- — -- — -- — -- CONSTRUCT0.30* A.C. PAVING OVER MIN.CL-11 AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=32 76 r— < Z 0 s cr. C) Lj x C-4 �--EXISTING IMPROVEMENTS ui U) TRACT7240 R F0_2 0 C�. 0 48 .150 - in Lo + to <z ,I-iOf; ii ioi gill RIZONTAL: VERTICAL: 1 -*=2' 47.98' 47.98 ON CURVE I ON CURVE I If w JIM 0 m W 11 ir 0 11000 11 0 z v) Iq m Q U.>c*4 j co 0) cn 0 1* It C*4 re) pri + 0 C� p) 't + + + 1 ­lm , co 354. T . ........... .......... .......... ....... (%ce I ............................... ......................................... 354 600. ui u- o6 0�z 00) n + + + + 00 t- co to < ............... .......... ............ I ............ ...... ............................. z z Er4S1r1NG GROW eROFIff -A I CENTMINf -352 _. _____ __... _____ _._._ .�_._ ____ : . . 352* ................. ........... ................................................ ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE: VERIFY EXISTING LOCATION AND ELEVATION r70*/N4F PMW IN Flp-q, �RIOR T6 CONSTRUCTION AND NOTIFY 350' .... 350 . .... +0.25%' . . . . . . . ENGINEER IF THERE* AR t *YbltdRPANbItS. . . . +0.25% —0-50t _+ 5567—,' +0.25%* 68+00 ......... ... 69+00 70+00 ......... ..... 71 +00 ...... ...... 7�+00 ....... 73+00 ............... 74+00 ...... 75+00 ...... 76+00 ...... 11 1AJ W 11 0 NORTH FLOWLINE PROFILE moo j�_: Lij LO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. -mc ....... ....... ...... ... ..... ..... ... 354 0+ re) OW CO+ CO + W LO .................... ........ ........ ................... ....... ........ ............... ...... ............... .-j w i -XIS 17NG GROUND PROf & E A T CEN ITRL lNi 352* ...... ....... -F 3 2 cn .................... ............. ......... ...... ........... ...... .............. ......... ........ +0.25% 1 1 NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TG CONSTRUCTION AND NOTIFY 350' ......... I ...... R O"f - PIME .... ................. ........... ENGINEER 4F - THERE- ARE ANY DISCREPANCIES •: . . . . . . . . . . . . . . . . . . . . . . . . 350 +0.25% .......... .......... ......... ......... ................. .......... ...... ........... 11 ........ ....... ........... 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 SOUTH FLOWLINE PROFILE CURVE TABLE If 0:: SUNAPEE Z 0 110 cle) z uj < 0 u) it a) 3: ui DRIVE Nr z w uj W 0:� 5 C5 <0(0 of -- (By SEPARATE PL + ANS) tu > co -0co 'd- + ui u + & uwj OQ -0< 0 t6ww �4 w w 2 c6 m z o it I ji 6, 1! t 3 r cu -0 UTJ >1 W> -j awz4Cwwa6�-wo .4- 00 W 0, 30'11 1 1 1 W Z w 0 01 -0- � .%_. *." _.� t I 1P y 50388 1 0 (10 I fp_ ? 1� STOCKDALE RANCH I DRIVE C)"o Icb cv PAVEMENT DETAIL SCALE 1 " =30, 110 f2 6 �V) Z 000 0:2 4v uj I (Ow + TRACT 7317 sp CIFIC PL 0 AN RESE� V AT (PHASE 2) ION I C. "EST REt TW4 L EXISTING 10' WIDE LANDSCAPING, 0. RE -sot u �/,y AL10AIM ►EMP BASIN "A" T101v EA' loz __4 __j SIDEWALK AND P.U.E. EASEMENT I *996 9. 043— Je SEE DETAIL PER PARCEL MAP 12232, P.M. K. 04 & 044,04 SHEET 2 60, PG. 192 POW + co IAJ Lq 4 _-U, i JO c m C> 50388 Ex w Ex w z t 6G2 70+99.94 70 EC II 68+92.29 CL IIVT SEE DETAIL YA"\ EXISTING 13' WIDE MULTI -USE 8 TRAIL, LANDSCAPING AND P.U.E. EASEMENT PER PARCEL MAP 12232, P.M. BK, 60, PG. 192 (PHASE 1) Ito � OD 'q- 01 0i 0 0 r- M 6 EXISTING IRRIGATION MAIN�J­__CL EXISTING IMPROVEMENTS (TO BE EXTENDED) 73+2&56 Li 74+34.62 75+41.67 x 73 N79*20'45"E 74 CL INT 75 00, s 97 TYP — -- — -- — -- — -- CONSTRUCT0.30* A.C. PAVING OVER MIN.CL-11 AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=32 76 r— < Z 0 s cr. C) Lj x C-4 �--EXISTING IMPROVEMENTS ui U) TRACT7240 R F0_2 0 C�. 0 48 .150 - in Lo + to <z ,I-iOf; ii ioi gill RIZONTAL: VERTICAL: 1 -*=2' 47.98' 47.98 ON CURVE I ON CURVE I If w JIM 0 m W 11 ir 0 11000 11 0 z v) Iq m Q U.>c*4 j co 0) cn 0 1* It C*4 re) pri + 0 C� p) 't + + + 1 ­lm , co 354. T . ........... .......... .......... ....... (%ce I ............................... ......................................... 354 600. ui u- o6 0�z 00) n + + + + 00 t- co to < ............... .......... ............ I ............ ...... ............................. z z Er4S1r1NG GROW eROFIff -A I CENTMINf -352 _. _____ __... _____ _._._ .�_._ ____ : . . 352* ................. ........... ................................................ ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE: VERIFY EXISTING LOCATION AND ELEVATION r70*/N4F PMW IN Flp-q, �RIOR T6 CONSTRUCTION AND NOTIFY 350' .... 350 . .... +0.25%' . . . . . . . ENGINEER IF THERE* AR t *YbltdRPANbItS. . . . +0.25% —0-50t _+ 5567—,' +0.25%* 68+00 ......... ... 69+00 70+00 ......... ..... 71 +00 ...... ...... 7�+00 ....... 73+00 ............... 74+00 ...... 75+00 ...... 76+00 ...... 11 1AJ W 11 0 NORTH FLOWLINE PROFILE moo j�_: Lij LO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. -mc ....... ....... ...... ... ..... ..... ... 354 0+ re) OW CO+ CO + W LO .................... ........ ........ ................... ....... ........ ............... ...... ............... .-j w i -XIS 17NG GROUND PROf & E A T CEN ITRL lNi 352* ...... ....... -F 3 2 cn .................... ............. ......... ...... ........... ...... .............. ......... ........ +0.25% 1 1 NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TG CONSTRUCTION AND NOTIFY 350' ......... I ...... R O"f - PIME .... ................. ........... ENGINEER 4F - THERE- ARE ANY DISCREPANCIES •: . . . . . . . . . . . . . . . . . . . . . . . . 350 +0.25% .......... .......... ......... ......... ................. .......... ...... ........... 11 ........ ....... ........... 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 SOUTH FLOWLINE PROFILE d Q Lu u- U - ca 0 00 CURVE TABLE Z W Z 0 run, Lu W CL(y) cle) z uj < 0 u) it a) 3: ui cl) La z w uj W 0:� 5 C5 CO Lu U, of -- < tu > co -0co !ctRM-�Twz a z CL 12 1- F_ 6 �E 8 C) 0 w x ­ & uwj OQ -0< 0 t6ww �4 w w 2 c6 m z o < LL cu -0 UTJ >1 W> -j awz4Cwwa6�-wo U) z (10 ,c6F:r a 0 W�- a 6 6 t W 6 �_azwca —m 0t§ZUiw0z016"-0 W Z w 0 oui 1_uj 0> or -L uQj uaj wo u- x Zz z c! 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'8 :0, �q '0 uj d3ir- Q cv0 w 0 ul 05 2 t 0 2, UZI iv LL W a d c' (.5 0 a� CL =w uj Lu Z x 2 99 Uj 3: < 8 x > 3: - T 12- 6 Luu", w ew Wz Z! 0 > 3: w I- a 2� 0 OW Ism, DATE 11/29/2017 PA JOB No. 2709L E SHEET E 1.1-7317 COB RECORDS No. OF 5 SHEETS 0 pui C1r. u_ � U- z z 0 w 0 ow. z Z co lay- DATE 11/29/2017 PA JOB No. 2709L E SHEET E 1.1-7317 COB RECORDS No. OF 5 SHEETS uj DATE 11/29/2017 PA JOB No. 2709L E SHEET E 1.1-7317 COB RECORDS No. OF 5 SHEETS RQAQ5QE Sl9.N & PAYEMENI QELINEATIQN, -NQx-S 1. TRAFFIC 1 rr PAVEMENT x Mk MARKERS r,w PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD wr EDITION. 2. • PROCEDURES rOw r: STRIPING AND MARKINGS STANDARD SPECIFICATIONS r PUBLIC M 1 r X k .. 3. ALL CONRJC11NG MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS rr SHALL BY ANY REMAINING 1 Mi SHALL y BY t. t* ALL SEALED.SANDBLASTED AREAS NOT COVEREBY OVERLAY OR SEAL COAT SHALL BE FOG X ALL SIGNING AND TRAFFIC DURING CONSTRUCTION SHALL - x BE r THE CALIFORNIA rX CURRENT 5. ALL POSTS SHALL PER STANDARD �' APPROVED r!rwOD Q t 6. STRIPING AND SIGNING TO BE DONE CONTRACTOR TO APPROVAL r r"Mrk ♦ BAKERSFIELD PUBLIC i WORKS DEPARTMENT. s y r 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC "!" k # !r TO SECTION«" OF t 1'r! SPECIFICATIONS t EXCEPT r NOTED OTHERWISE. 8. ALL PERMANENT M X rr BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, 4 t PAVEMENT t k r SHALL 'rFURNISHED AND WIDTHS ss CONTRACTOR. k #r rr CENTER10. LANE WN ON THE PLAN ARE DIMENSIONED M FACE OF CURB TO STRIPE, r #' BETWEEN CENTERS OF r • 11. ALL STRIPING AND PAVEMENT MARKINGS AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. EAYEM.ENT DELINE6TIQU . LEQENQ INSTALL TRAFFIC STRIPE /r PER CALTRANS STANDARD r XS,. . .} ` k. AND A20D. NUMBER INOINDiCATES DETAIL NO. ON STANDARD PLAN. i� INSTALL CROSSWALK AS SHOWN. INSTALL AS SHOWN Mil: CALTRANS STD. PLAN K, {24E REMOVE X PAVEMENT 1 t MARKINGS AND/OR y. M s t STRIPING ;Mt CONFLICT CONSTRUCTION ! INSTALL 'r r ARROW r r: CENTERED iNE S SHOWN • k • t NS PLANt A x INSTALL r ARROW ri. CENTERED ,{NE AS SHOWN 1RER X k , X x z s INSTALL VII(R) WHITE ARROW CENTERED LANE AS SHOW PER CALTRANS PLANX d k i i INSTALL LANE" AND ARROW r X r CALTRANS STD. t i ! �T INSTALLSTOP r.LEGEND AS SHOWN PER CALTRANS STD. PLAN t X. STOP INSTALL WHITE ar AHEAD AHEAD" LEGEND AS SHOWNPER 1 X r PLAN t X yt PRIOR r r PAVING, t X ENGINEER FOR APPROVED r PROJECT w VERIFY !! • dl. REMAIN ► X k AS t• N r: PLANS. • BECHANGED, x REVISED STRIPING wcr rLAN SHALL ;r rTO THE ' CITY r APPROVAL rwrX ., PRIOR TO riil',. PAVING. SEINAPEE DRIVE (BY SEPARATE PLANS) I 5jQN,,QQQE$ OMI -3 -v YELLOW DIAMOND X* *. OM2 -2V — TYPE It VERTICAL OBJECT MARKER O 4-3 — RED DIAMOND OBJECT MARIE SNS CL CL ui a w 0 {gyp R.I.. STREET NAME SIGN SNS—METRO < Z METRO STREET NAME SIGN R A —1 STOP SIGN R3 5(R) '°" RIGHT TURN ONLY R47 DIVIDED ROAD R5-1 0 DO NOT ENTER{,g R6 -1R) ONE WAY (RIGHT) R7 BIKE LANE 1-� �. ROAD B \.��rOA CLOSE R26(CA) NO PARKING ANYTIME R81(CA) ^' BIKE LANE Wl - (R) ONE -DIRECTIONAL LARGE ARROW SIGN (RIGHT) 1 - (L) ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT) 1-7 TWO -DIRECTIONAL LARGE ARROW SIGN W3^-'1 x" STOP AHEAD 3-3 SIGNAL AHEAD W31 (CA) END NOTE: SIGN CODES ARE FEDERAL. CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 8 INSTALL• TEMPORARY TYPE BARRICADE M A M i 1. �1t • : h t ! (RELOCATE PADDINGTON . A cu - INSTALLEXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. INSTALL STREET LIGHT STANDARD. RELOCATE EXISTING SIGN. REMOVE (SALVAGE .A ` LSIGN OCATION -ea+'cHicHF-STER y�+k TRACT 7317 (PHASE 3) CORTU. (y SEPARATE PLANS) ,. ff"FIA u am uo + UA"'k 0 0 1 r—vT 1 40446 N 4 + 0"'k 4 740'OA T N VA T1 ON REsOL U TION IV TRACT 7317 0. (PHASE 2)� 8 TRACT 7317 (PHASE 1) Is t;TATlu'0"'h'N 75+4-2- 1 0 HORIZONTAL: 1 ffi840' J (CA) 75+41 TRACT 7317 (PHASE 2) / sl to LL u.. o6,UQ 1- ♦0� Lu — V uj W rill) >�V1!- LU F- �,z co uj ZZ15 W3: a at ZZJtd"Q} tJj � CL ul no- (�t,�'' Iwo F- c y � 0.. u = LZu�vav T�wira�C 0 z1 9 Q Ur {xli5�C�`.a tQ ¢n> ;ov tzr- � x f- to � LL wUU uu.11 METRO s R26.. - CA) ACS' 7317 (PHASE 1) y 'i HORIZONTAL. 1 "= 408 E LN co 0) s Q) 0 NOTE: REMOVE EXISTING TEMPORARY BARRICADE ON SKIDS AT PADDINGTON STREET AND STOCKDALE RANCH DRIVE. RELOCATE TO CHICHESTER COURT (SHOWN ABOVE) ' n U c� U a 41 I 41 E 7 O Q Mi d tf3 1.1-7317 COB RECORDS No. EXISTING STRIPING .. CL CL ui a w 0 {gyp R.I.. `j uj u- Lu 6t.+ < Z Llj R26 uj 0 y 'i HORIZONTAL. 1 "= 408 E LN co 0) s Q) 0 NOTE: REMOVE EXISTING TEMPORARY BARRICADE ON SKIDS AT PADDINGTON STREET AND STOCKDALE RANCH DRIVE. RELOCATE TO CHICHESTER COURT (SHOWN ABOVE) ' n U c� U a 41 I 41 E 7 O Q Mi d tf3 1.1-7317 COB RECORDS No. ■ 11 � M DATE 11/29/2017 *A JOB No. 2709 01 OF 5 SHEETS LLQ a_ ul {{ ip L CL CL ui a w 0 {gyp R.I.. `j uj u- Lu 6t.+ ■ 11 � M DATE 11/29/2017 *A JOB No. 2709 01 OF 5 SHEETS uj ■ 11 � M DATE 11/29/2017 *A JOB No. 2709 01 OF 5 SHEETS