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HomeMy WebLinkAbout1.1-7317 Ph B Record DrawingREVIEWED BY: REVIEWED BY: DRIVE M1ti.. 1. .-'..i" n{:.r# ..yrrty, r e :I ". ` .' .411 ww"m <,s r„Sfit..:n. �, ;',, a. ... _. 'io.r.. a. . d le .: li [ ... r . -{ :S ;ro. `. .,. e. s. ,i,..: .p a .- '1 {ar ..F .. .. .. ..ki v L... < 1. i. w. .. _ '4. . ra. ... a. /9 / DA 1 F T � 1-415 ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART J. PATTESON RCE 44898 APPROVED BY: NICOLAS FIDLER RCE 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) BASIS OF BEARINGS: THE BEARING OF SOUTH 60'59'07" EAST FOR THE CENTERLINE OF STOCKDALE RANCH DRIVE PER PARCEL MAP 12232 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF' BEARINGS SHOWN UPON THiS MAP, EL GAL DESCRiPTIO(V: PARCELS 1 THROUGH 5 OF PARCEL MAP NO. 12232 RECORDED ON OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF TFiE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF SECTION(S) 3 AND 4, IN TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. N1 sr¢cx¢.alt VICINITY MAP NO SCALE fill ii mi ROSS Y 1 IONY40 A � F BIOLOGICAL CLEARANCE SURVEY NOTE ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. GRADING LiMITS - HCP AREA BIO CLEARANCE SURVEY LINE TABLE n �N� L - E eErruu,„G IFN„CN I1 SII 0032 Il 7i3.u' L2 I'S `6U 9�' C 729045 N 65Aa' 38.00_ C4 r60 5907E 174,81' 5S290 rf N 38.00' F :6654W I ' LX_'L PI-- 56 171_86 L 6 LS 111s33 .353 N %0.65' u -60570] F 2466` LI0 3 234N 3/00' L12 L12L9 125745” 0 3w 38 idL aU L13 I 72 96' L14 HIGHWAY 21496' 1 �_ BVC" BEGIN VERTICAL CURVE _ - EVC- END VERTICAL CURVE c PRC- POINT OF REVERSE CURVATURE I PCC- 11 rw1-1Ll T z POC- I --' GB- GRADE BREAK �T HP- HIGH POINT AT LEAS[M. DAYS 8EFDNE YOU DIG TRACT 1 7i" `) oFT I� I I [3OI } J2U H -- PROJECT SiTE/N,oFT 3 — z 0 H LI/ of li '1NEF O'AFR SECTION 3 1/03/2019 Pfl JCiB NORTH H HALF OF 2709E T a07-, R26E. ---- SECTION 4 7303_ R.26E. OF 6 SHEETSI KERN COUNTY W Idh AGENCY VICINITY MAP NO SCALE fill ii mi ROSS Y 1 IONY40 A � F BIOLOGICAL CLEARANCE SURVEY NOTE ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. GRADING LiMITS - HCP AREA BIO CLEARANCE SURVEY LINE TABLE n �N� L - E eErruu,„G IFN„CN I1 SII 0032 Il 7i3.u' L2 I'S `6U 9�' C 729045 N 65Aa' 38.00_ C4 r60 5907E 174,81' 5S290 rf N 38.00' F :6654W I ' LX_'L PI-- 56 171_86 L 6 LS 111s33 .353 N %0.65' u -60570] F 2466` LI0 3 234N 3/00' L12 L12L9 125745” 0 3w 38 idL aU L13 56019 7 72 96' L14 60L9,1 F 21496' CURVE TABLE - ABLEILTY rdO LTA 7n'SGF4T LF TG ;1— 2618.00' 65304 I ,, 32923' C2 085.00' 2596 25p,SY 1 19.86 C3 IJ2500' 4416 I U6't9' L211.a9' C4 1647.00" 9h 96 2.ri 49" 41.39' C5 92--00_ 65 64 r :A 13 32 62' MQHCP.PLAN_ NOTE I CERTIFY ERTIFY UPIDEft: PENALTY OF LAW, BASED ON INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY THAT THE SUBMITTED DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. TOTAL DISTURBED AREA (FOR PERMIT PURPOSES) 4.59 CROS_ ACRES 1�-4& D - FRED W. PORTER, R,C.E 33448 DATE PHIaS�P�ATERIALS ICT ESTIMATED QUANTITIES FOR. PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREETS COLLECTOR STREET 979 LF 0.30' A.0 /0 55' A.B. 66,556 SF 5" CURB AND GUTTER 1,927 LF 4' (HICK MULTI -USE TRAIL 10,661 SF BARRICADE i EA SURVEY MONUMENT ENCASEMENT 5 EA METRO STREET NAME SIGNS 4 EA TRAFFIC CONTROL SIGNS 10 EA WHEELCHAIR RAMPS 4 EA LED STREET LIGHTS 3 EA SAWCUT 66 LF STRIPING 1,224 LF TRAFFIC SIGNAL INTERCONNECT 970 LF #5 PULL BOXES 4 EA SHEET No INDEX (D TITLE SHEET C2D GENERAL NOTES TEMPORARY DRAINAGE BASIN DETAILS ,33) PLAN AND PROFILE STATION 54+45 TO 59+00 00 PLAN AND PROFILE STATION 59+00 TO 64+24 Os STOCKDALE RANCH DRIVE—BROOKLINE LANE INTERSECTION DETAIL (s� STRIPING & SIGNAGE PLAN STATION 54+45 TO 64+24 LEGEND C CL- ,ENTERLINE UNDERGROUND SALIIT DWY- DRIVEWAY ate°" ��Y�Z GIG.I FLOWLINE OFSOUTHERN CALFORNIAFL- BCR- BEGIN CURB RETURN ECR- END CURB RETURN e"01fE PI-- POINT OF INTERSECTION ca EC- END CURVE BC- BEGIN CURVE www ttl0''q 7G'I tY rcx� wx��m Llai PVC- POINT OF INTERSECTION VERTICAL_ CURVE 9 POVC- POINT ON VERTICAL CURVE CL 1 A BVC" BEGIN VERTICAL CURVE _ - EVC- END VERTICAL CURVE 10 zA PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE --' GB- GRADE BREAK UTA. KILL FREE 1:95227.2M - HP- HIGH POINT AT LEAS[M. DAYS 8EFDNE YOU DIG ,z . (1't FRED W. PORTER, RC6 33?44Ei E_XP, m Dram SWPPP NOTE. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT" (NOL) 10 COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009 009-DWQ AS AMENDED BY ORDER 2010-0014--DWQ ANO ORDER 2012-0006-DWQ) 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 DIIRfNG NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDiD) NUMBER 5111593&5584 HAS BEEN ISSUED BY THE STATE MATER RESOURCES BOARD FOR THIS PROJECT. -4 OPEN STREET PERMIT NOTE AN OPEN STREET PERMIT SHALL B i L ED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS E OBTAINED I DEPARTMENT FOR ANY WORK PERFORMED WF NIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY vSUBDIVISION AGREEMENT.SECURITY BASED AN APPROVED ENGINEER'SR S ESTIMATE FOR 711E WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT T PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. LAUMC-A—PE MANI TENANC_E-NOTE NOTE: ALL LANDSCAPING, SHALL BE MAINTAINED BY THE CITY. OF BAKERSFIELD PARKS DEPARTMENT, LARDSCAAE DESIGN NOTE THE LANDSCAPE -AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 290. J'C J !� Rig .100-H--��40 a. �i 1 UU G Owl 06 w z.� rwr awivoci¢ ii..{1)..N u N 20LA WOv:Uz:t L 3fi IA a.� e _ - r-woRZW. vO.L zy: p�y N � wrzw�§r�-y vJ:" wycJ se o Zu 0 N r.Jxso Y�`y e" �'GxuhdE2�x J x�ww I zdo y"�ozkl >Kn�pzy`^,>iQ O}vJl U' WgWSw G,Q rnW w w W a oW rXmZz (� z. w z w n.' i o z (".,;1, Ir�dz�z'sa �' o� > �) pwvJw x h WmG,w,r Vlz U_ \:. w v gcz7 nx WNOw� I' rq.G:33 Y'UF-tit b' a dWz2 }�� II ce w '1- ci vl Ess w QC)�WQC,o II C) 0w00U3: Q za aYd!7��1 �' ar m LA -1 wry ry rcrac..SQ W&_ z� U..- •I � �O vl w ,- w- O — W ' W b Ni. , R 6 V)00� �GjW9 Il. TI 2 o a Z1—W<[,xUW1r� m 5 0 F L:a z. �C,TtYEEft b W V� w Q U V O� U -I �� r W O}dr�Sa Z pd U o LJ�a �zul z2, wd.1— 0OOd QF= 0—cn 21,,10 z — W W 1 � � N�xcn Lu i1 -O vw,r xOw z. jl � ��I I — _ STOCKDALE HIGHWAY I - �_...__ i L GEN — - ---/ /�— — -- i:,JTURE_�-- — r r FREEWAY i (=Y) SHEET INDEX NUMBER / / / r INTERCHANGE i r -- DIRECTION OF DRAINAGE N 1 0 EXISTING CONCRETE MONUMENT (PROTECT IN PLACE) 4n® PROPOSED CONCRETE MONUMENT � r {-j LED CITY APPROVED STREET LIGHT ❑_ i-E,CB#I CATCH BASIN w,/NUMBER 'PROPOSED STREET NAME SIGN r / BJP <<A� TRACT 7317 I o o PARCEL. 1 / F } v I yN r PHASE 4 rw PM 12062-2 / Q v� F I 1 I �rce PROPOSED DEVELOPMENT AREA z 3 ¢ /'K7 GRADING LIMITS—HCP AREA w o BIO CLEARANCE SURVEY LIMITS !/ I w AREA= 1.13 GROSS ACRES PHASE 327 1 a r (CONSTRUCrION PHASE "C") I u, J y_j :n f r�4 z s o _ ? TRACT 7.317 ! Q PHASE 5 m ! i cJi !TEMPORARYI / PROPOSED DEVELOPMENT AREA surnP /co LIMITS—HCP AREA i U w N /i 5 BIO CLEARANCE SURVEY LIMITS y q v,i ,q- �74, % / �.�. FUTURE G0.8. �• d ,r, PARCEL 3 °. */ \warER TANK SITE AREA= 3.45 GROSS ACRES I t PM 12062-2 r 3 <g (CONSTRUCTION PHASE '"B") r "��•� ",� GB#1 BUC SAN I I ~ .-V C s v SUNA ih I PEE I I z p a I r �a�we B 2 tip CSA. xx DRIVE 1 E 'o 9 y raw 9 C1 TRACT 7317 = - 1 I PHASE 6 � --- CHICHESTERI _N_ RAC 7317 r ^ oueT i ( s ° ^ A PHASE 3 L TRAC 7317 PHASE 1 z KEY MAP SCALE: 1'=200' ! �� �N [COB RECORDS No. Lij ate°" ��Y�Z GIG.I 1 �ms�tJw��o m. X ) ca I www ttl0''q 7G'I tY rcx� wx��m Llai e5. w ' ph- 9 ¢waz M�u!.wz LIJ CL CJ - 2go 8 _ O p�'�'� W — Lm✓ IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT" (NOL) 10 COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009 009-DWQ AS AMENDED BY ORDER 2010-0014--DWQ ANO ORDER 2012-0006-DWQ) 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 DIIRfNG NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDiD) NUMBER 5111593&5584 HAS BEEN ISSUED BY THE STATE MATER RESOURCES BOARD FOR THIS PROJECT. -4 OPEN STREET PERMIT NOTE AN OPEN STREET PERMIT SHALL B i L ED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS E OBTAINED I DEPARTMENT FOR ANY WORK PERFORMED WF NIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY vSUBDIVISION AGREEMENT.SECURITY BASED AN APPROVED ENGINEER'SR S ESTIMATE FOR 711E WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT T PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. LAUMC-A—PE MANI TENANC_E-NOTE NOTE: ALL LANDSCAPING, SHALL BE MAINTAINED BY THE CITY. OF BAKERSFIELD PARKS DEPARTMENT, LARDSCAAE DESIGN NOTE THE LANDSCAPE -AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 290. J'C J !� Rig .100-H--��40 a. �i 1 UU G Owl 06 w z.� rwr awivoci¢ ii..{1)..N u N 20LA WOv:Uz:t L 3fi IA a.� e _ - r-woRZW. vO.L zy: p�y N � wrzw�§r�-y vJ:" wycJ se o Zu 0 N r.Jxso Y�`y e" �'GxuhdE2�x J x�ww I zdo y"�ozkl >Kn�pzy`^,>iQ O}vJl U' WgWSw G,Q rnW w w W a oW rXmZz (� z. w z w n.' i o z (".,;1, Ir�dz�z'sa �' o� > �) pwvJw x h WmG,w,r Vlz U_ \:. w v gcz7 nx WNOw� I' rq.G:33 Y'UF-tit b' a dWz2 }�� II ce w '1- ci vl Ess w QC)�WQC,o II C) 0w00U3: Q za aYd!7��1 �' ar m LA -1 wry ry rcrac..SQ W&_ z� U..- •I � �O vl w ,- w- O — W ' W b Ni. , R 6 V)00� �GjW9 Il. TI 2 o a Z1—W<[,xUW1r� m 5 0 F L:a z. �C,TtYEEft b W V� w Q U V O� U -I �� r W O}dr�Sa Z pd U o LJ�a �zul z2, wd.1— 0OOd QF= 0—cn 21,,10 z — W W 1 � � N�xcn Lu i1 -O vw,r xOw z. jl � ��I I — _ STOCKDALE HIGHWAY I - �_...__ i L GEN — - ---/ /�— — -- i:,JTURE_�-- — r r FREEWAY i (=Y) SHEET INDEX NUMBER / / / r INTERCHANGE i r -- DIRECTION OF DRAINAGE N 1 0 EXISTING CONCRETE MONUMENT (PROTECT IN PLACE) 4n® PROPOSED CONCRETE MONUMENT � r {-j LED CITY APPROVED STREET LIGHT ❑_ i-E,CB#I CATCH BASIN w,/NUMBER 'PROPOSED STREET NAME SIGN r / BJP <<A� TRACT 7317 I o o PARCEL. 1 / F } v I yN r PHASE 4 rw PM 12062-2 / Q v� F I 1 I �rce PROPOSED DEVELOPMENT AREA z 3 ¢ /'K7 GRADING LIMITS—HCP AREA w o BIO CLEARANCE SURVEY LIMITS !/ I w AREA= 1.13 GROSS ACRES PHASE 327 1 a r (CONSTRUCrION PHASE "C") I u, J y_j :n f r�4 z s o _ ? TRACT 7.317 ! Q PHASE 5 m ! i cJi !TEMPORARYI / PROPOSED DEVELOPMENT AREA surnP /co LIMITS—HCP AREA i U w N /i 5 BIO CLEARANCE SURVEY LIMITS y q v,i ,q- �74, % / �.�. FUTURE G0.8. �• d ,r, PARCEL 3 °. */ \warER TANK SITE AREA= 3.45 GROSS ACRES I t PM 12062-2 r 3 <g (CONSTRUCTION PHASE '"B") r "��•� ",� GB#1 BUC SAN I I ~ .-V C s v SUNA ih I PEE I I z p a I r �a�we B 2 tip CSA. xx DRIVE 1 E 'o 9 y raw 9 C1 TRACT 7317 = - 1 I PHASE 6 � --- CHICHESTERI _N_ RAC 7317 r ^ oueT i ( s ° ^ A PHASE 3 L TRAC 7317 PHASE 1 z KEY MAP SCALE: 1'=200' ! �� �N [COB RECORDS No. Lij ate°" 1 b«.S X ) ca I W LIJ 8 0 W t A✓.i. I F 3 — z 0 DATE 1/03/2019 Pfl JCiB N� 2709E ---- ISHEET OF 6 SHEETSI GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO, THESE DOCUMENTS SHALL BE MADE A PART HEREOF.. 2. ALL CONSTRUCTION WITHIN THE GUY RIGHI-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT 01' TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006, THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. J. THE CONTRACTOR SHALL OBTAIN ARID PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CRY 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 APPROVE ENGILEER'S ESTIMATE_ FOR THE WORK PERFORMED %MIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4- 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (66'1) 326-3049. 5, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION, DO NOT SCA! E DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOGRED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NO'T RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR 10 BEGINNING OF ANY I, - - F r` AT LEAN TWO - ALB_ CN TILTED - 0 227-2.6 0 SHL SERVICE ALRT (U.S.A.: 1 8 0 0 WORK. UNDERGROUNDSE i WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERGO T BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT ME 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 OWNER OR 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, IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE. SHALL ASSUME SOLE AND COMPLETE RESPONSIBLIIT,YFOR JOB SITE - CONDITIONS DURING ME COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE L@dRF,D TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER ANO THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECLON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 111E OWNER OR THE ENGINEER 13. 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 DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, 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 PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. Ail RFSTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB 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 9ACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3 THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -0F -WAY AS DIRECTED T Y THE CITY ENGINEER. _C _D @ 4. ALI STREET HAVE BEEN DESIGNUSr., A MINIMUM 'R" VALUE PS aTA ED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTiAG Si0N1 A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER R VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% 'SHALL BE OB"PAINED FOR AMINIMUM DEPTH (T) OF 11 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T-1.5 TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON T `F - , 'T RELATI J_ °1 - F UTTER TO ..IP OF GUTTER. IN ADDITION, "c ARTERIAL HIGHWAYS FROM LIP 0 G COMP CPTR AND T E COMPACTION OF NOT LESS THAN 907 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET B-L0Y`! GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER) 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6" THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7 COMPACTION TESTS SHALL 5F_ THE RESPONSIBILITY 0r THE DEVELOPER. THE NUMBER AND LOCATIONLON OF REQUIRED TESTS SHALL BE DETERMINED BY THE CRY ENGINEER. THE COST OF P,ETESTPlG CUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8, ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 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 DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE 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 TO BE STAMPED (5) INTO THE CURB FACE OVER F4CN,. LATERAL. THE PROFILES ARE GUTTER FLOW UNEP V,' ON AN. GRADES SHOWN ON H_ E (INVERTS). 12 ELEVATIONS S D 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY 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 BOLL AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. CONTRACTOR rSHALL INSTALL BILEMARKF c IN THE STREETT AT �c RF HYDRANTSRANT^ PER THE FIRE DEPARTMENT REQUIREMENTS. 16. SEE WATER AND TRAFFIC SIGNAL PLANS (BY OTHERS) FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 17. 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 HE NECESSARY DEPOSIT FOR A STREET PERMIT. (POR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18, 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 ?0 PAVING. 19, ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MELT CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING ANC/OR UPGRADING AS PER CITY ENGINEER. 20. 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, 21. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND SIDEWALK WHERE THE MAXIMUM, SLOPE SHALT_ BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK, 22 LUMINAIRES SHALL BE SOLID STATE EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) ARID SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHT SPECIFICATIONS. 23. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. COB ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B n c i "ASPHALT (MODIFIED) FOR LOCAL STREET., AND SHALL. CONFORM TO THE PROVISIONS IN SECTION .9, S CONCRETE" OF THE CAL TANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE ,A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE,' OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, 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 SEC11ON 92-1,02(6), "GRADES," OF THE STANDARD SPECIFICATIONS, 4. ME 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: COB ASPHALTCONCRETE PAVING NOTES 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-S6_710N 39-2.02, 'AG'GREGATE," 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 D2047. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION .59-2,02, "AGGREC- .,ATE, 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 ASSQCIATFD WITH THE ASPHALT CONCRETE MIX DESIGN. 6. INHERE NEW ASPHALT CONCRETE PAVEMENT IS TO .CONFORM TO EXISTING PAVED SURFACES. THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LIKE, EITHER, PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REOUIRED 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 TIE STANDARD SPECIFICATIONS SHALL BE MET 8. THE AREA ?0 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. IU. A R T ONS ANDTAPEREDSHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL fES 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 8P. LESS, PAVING OPERATIONS SHALL BE CONDCCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES 15 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-QFF5 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 15 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 8E 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 SHALT- 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 THAM 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT 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 NUCI EAR 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. SHALL HALL BE USED. C. IN CASE OF DISPUTE, METHOD U, "B' 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BYEITNF � (i) ABRASIVE GRINDING WITH EQUIPMENT UTLZING DIAMONDMOND 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. I r SURFACE r A TOLERANCES, ADDITIONAL - h ' ' r FINISHED 4 SJR. ASE U SPECIFIED SURFACE OLF 18. IF ABRASIVE LL BE ,F USED , NEC .HE Y, TO C GRINDING SHALL BE PERFORMED, 4S NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS I r PARALLEL PAVEMENT EDGE, OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARA..LEL TO, THE NEAREST LANE LINE 0R PAVr 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 ?0 THE REQUIREMENTS IN - FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTIONCTION 42-2.02 'CONSTRUCTION," IRUCTICN"OF THE STANDARD SPECIFICATIONS, A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. ITE FOG SEAL COAT SHALL BE ERHFR ASPHALT RF.,,UVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THF CITY ENGINEER. 19, BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL. EITHER MEET THE SPECIFICAFIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORVING TO SECTION 26 OF ME CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK" WHICH ALLOWS UP TO 507 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF - R RECYCLED BASES SHALL NOT BE ALLOWED - THOSE MATERIALS - 0 TN ,E AGGREGATE BASE SHALL BE COMPACTED TO A MlNllvl'JM GF 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 FOLLO'MIRG: 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 AN( POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. SOILS REPORT NOTE 1. ALL GRADING AND SITE PREPARATION SHALL. CONFORM TO THIS PLAN, APPENDIX J OF CALIFORNIA 13UILDINIG CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE NO. 4472, AND THE GEOTECHNICAL INVESTIGATION PREPARE BY SOILS ENGINEERING, INC., DATED AUGUST 24, 2016, SEI RLE_ N0. 16-15873 AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF CITY STANDARD PLATES 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 "O") ❑ ST -12 ALLEY CROSS SECTION ❑ ST -2 COMMERCIAL DRIVEWAY ST -13 SURVEY MONUMENT �J ST -3 SIDEWALK ST -14 "*STREET LIGHT, MAST ARM TYPE ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -15 CUL-DE-SACS ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -16 STREET KNUCKLE ❑ ST -17 WIDE CROSS -GUTTER ST -6 DATED 1/11/99 PAVEMENT PATCHES ST -2 DATED 6j2/99 MEDIAN CURBS ❑ ST -7 CROSS -GUTTERS (TYPE M%"M- "M-1" AND "M-2') [} ST -8 26 INCH PART CIRCLE CULVERT ❑ ST -19 HANDICAP RAMPS ST -9 STREET SPEGFICATIONS ❑ ST -20 PRIVATE STREET CATES Z ST --10 STREET SECTIONS ❑ ST -21 REFUSE CONTAINER PAD ❑ ST -10A STREET SECTIONS ® ST -22 DATED 1/11/99 TRENCH BACKFILL AND ST -11 STREET CROSS SECTIONS COMPACTION REQUIREMENTS r t k SCALE: V=20'(TYIP) SARI BUENAVENTURAT S-roCKDALE RANCH DRIVE BOTTOM OF BASIN=345.50 HIGH WATER ELEVATION=347.00 VOLUME REQUIRED==1,863 C.F. VOLUME PROVIDED=1,929 C.F. SIDE SLOPES 2:1 MAX (U,N.O.) CONSTRUCTION NOT S TE -MMM ARY- BASIN DETAILS ONLa CONSTRUCT 6' CHAIN-LINK FENCE (NO SLATS OR CURBING) PER C.O.B. STD. DWG. D-12. - �2 CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STC, DING. 0-13. [3 CONSTRUCT 2" x 12" THICK NOMINAL RIP -RAP TEMPORARY DRAINAGE AND FLOWAGE EASEMENT TO THE CITY OF BAKERSFIELD TO- 13�-DEDIBA7ED-ON-FEIStArMpf'. 6.r.. F]5 PROPOSED EDGE OF PAVEMENT (PER CONSTRUCTION PHASE) U PROPOSED STREET BARRICADE STOCKDAI_E RANCH DRIVE BROOKLINE LANE TEMPORARY ®RANGE BASIN 'B' BOTTOM OF BASIN=348.80 VOLUME REQUIRED=2,173 C.F. VOLUME PROVIDED=2,196 C.F. SIDE SLOPES ?:1 MAX (U. .0 ) HST OF ABBP}/IATKiNS TEMPORARY BAaIN DETAiL�L_ONLY FG = FINISHED GRADE NG = NATURAL GROUND U.N.O.= UNLESS NOTED OTHERWISE MAX = MAXIMUM FL = FLOWUNE EP EDGE OF PAVEMENT BA1 HWM = HIGH WATER MARK 7017 6' CHAIN LINK FENCE PERS C.O.B. STD. DING. D-12 a F 5 _P S _ T I VARIES 1.5' VAR MIN IED_. NG Al \ M s J BOTT NA BASINBASINBOTTOM 0 1 \ 1 \ _ 1 N DRAINAGE N SECTION 'TEMPORARY GE BASf S TI R A ry ST 10'LANDSCAPE` I 11' CITY STD, NO. DESCRIPTION 45' KC -X, TEMPORARY R DRAINAGE BASIN SECTION N _ N.T.S. ST 49 RIGHT-OF-WAY CURB & GUTTER 6" CURB & •1.57--3.5% - i.6% 3.514 -sr �F r-aS" y{o- Fc (SEE PLAN VIEW FOR STRUCTURAL SECTION) PER GPA/ZC NO. 09-0163 TYPICAL. CROSS-SECTION (A STOCKDALE RANCH DRIVE r.+ NOT TO SCALE ❑ D-10 SIDEWALK UNDERDRAIN 7 D-11. DRAINAGE BASIN ® D-14 CATCH -BASIN, TYPE "A" ❑ D-15 CATCH BASIN, TYPE 'A-1" OJ D-16 GUTTER DEPRESSIONS } SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANQUTS T-1 STREET SIGN, POST TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ® T-12 MINIMUM ACCESS DESIGN 1-34 DATED 09/99. TRAFFIC SIGNAL INTERCONNECT - WIRING AND PUL_ BOXES **FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS STANDARD PLANS 1, THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION N RSP A88A & B CURB RAMP DETAILS 6' CHAIN LINK FENCE PER C_O_B. STD. DWG. D-12 4' u (LL LL LL o -wo mo w c'I"m u m yc?Is-LLr: E, a�z ui-a z�Ow.m Ktn] ZZ > moaCl2�n uo w �wFW�W�w aza a 1,.r ocz C UYiQ,wv'�im 0.E-j,B0.g OZW6_d68 0 n _ lea �,=nu gw¢t.o5 O�Zr-O UC iww zFc`i��z. UFUm-Zw{Q - LWw�HZV)Vl (� UiW�T zaU nV aZ�g wwvoal=. �.� [w9mwx�z aq=p U 4) r a -�oF>o gwK m `aSwpwww�wG� �wowe -0 aw_,wDsnY,- U q 0as¢i q TEMPORARY DRAINAGE BASIN SECTION 2 n c N 7 VJ a OJ a w } m w w w cSaG: c4 � 7 3 .rte'" S VrSRIE� _ �I NG ee' BASIN BOT TOMI `J'' LU g,T J BASIN 'SECTION D TEMPORARY DRAINAGE -- ST FUTURE RIN BLOCK WALL U 13' MULTI -USE ,H(BY SEPARATE oE`-i \ I TRAIL EASEMENT** PLAINS 2' 2F Z•' 2' r� , _f I FI -- �Px-,. ,. ,; q I r I _65/A2Lrt 7 - 112, MULTI --HSE TRAIL/s a \ ✓ MAX ,-..T�NOb..� '+ &TAI AR OT D T NOT 0 SCALE r 0 d r� EXL`iT1PJG :RIGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-1 FILED FEBRUARY 22; 2016 `^v X 2' 2' 2' X IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. fi 2/J _IADDITIONALm * 16✓ e7 ,y - EXISPNG IG'T-UF WAY R H ii4 I LANDSCAPE EASEMENT AND MULTI -USE TRAIL -� EASEMENT AS ON PARCEL MAP 12232,2 EN - r S -r FILED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL f`j -W MAPS, A ' T PAGE 192 IN THE OFFICE OF THE KERN �s V`a / COUNTY RECORDER. m &BEA DETAIL NOT TO SCALF a' i 0 w �AJOBNo BY• i�"��e �ORTEPe RCE 3r^��E✓FDATE _ , °[SHEET I {_ 15 COB RECORDS CONSTRUCTION NOTES Q CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O,B. STD. DWG. ST -1. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO � IL.ENGTri_ DELTA FINISHED GRADE PER CITY STANDARDS. —__ I CI [] INTENTIONALLY OMITTFD i _ 290.25 i Q CONSTRUCT WHEELCHAIR RAMP PER CALIRANS REVISED STANDARD PLAN A36A CASE "A". X INSTALL LUMEN STREET PER O .OB. STDDWC . ST -23 THRU 26 AND XXX C.Q.g.SPECIAL PROVSION SECTION d6-6.01 LrHi EMITfNG DIDDo (LED) LUMINARIES, IrS. D4 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG, NO. D'-14 MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TER SCI SERIES, CREE XSP SERIES I BO 99' SAWCUT TO NEAT, CLEAN VERTICAL FACE THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND OR FOUIVALENT AS APPROVED BY CITY ENGINEER. C4 1500,00' SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C,O.B. S'fD. DWG. ST -22. 25.29 �32.2l� �� CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT 3 P LI _BOXES AT 400'MAX SPACING PER COB CEXISTING SURVEY hONUMENT-PRO -iEf TIN PLACE. 194°1(36° -z STD. T-34. INTERMEDIATE PULL BOXES NOT SHOWN. 000 F1986.00' 1 449s 4496 L71 INTENTIONALLY OMITTED OO PROPOSED SEWER MANHOLE (SEE SEWER AND STORM ORAN PLANS) 2034.00'. 30.00' 72117 47:98' CONSTRUCT 12' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "Q" CONCRETE) (SEE G.O.B. STD. PROPOSED SIDES DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 1 CIO 1966.00' 140.39 Ir 04°05'29" .86 70.22 i �C17 t_ C12_ DWG, ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS ETC.) -� --- STREET CENTERLINE 14'35'44" 05°43 09 J PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). -- -- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) 1U 90' WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKOALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD ®_ _.�_ PROPOSED ADDITIONAL RIGHT-OF-WAY (TO BE DEDICATED PER PARCEL MAP 12232) 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. - - --- PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) NORTH FL = NORTH SIDE FLOWUNE STATION ----= PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) SOUTH FL = SOUTH SIDE FLOWLINE STATION EXISTING EDGE OF PAVEMENT ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. SEE SHEET 2 FOR TEMPORARY DRAINAGE BASIN DETAILS ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR INTERSECTION DETAIL SEE SHEET 6 FOR STRIPING & SIGNAGE PLAN T Ew J' 3Yi FRED 'ORTER, Re' E' 33446 EXP. DATE PROPOSED SUMP (SEE SEWER & STORM DRAIN PLANS) o EXISTING TEMPORARY SUMP EASEMENT PER - CUPVE TABLE CURVC RAD�U9 � IL.ENGTri_ DELTA - TANGEN ff —__ I CI 100 00 i 573 42 i _ 290.25 i C2 200000 '7091V _2_1_'5415 2078538. 32 - - • C3 1500.00 I BO 99' 03'05 37 I 40.57 C4 1500,00' '492 43' �.-18'48 3n 25.29 �32.2l� CS 3000' 4931' 194°1(36° -z I...-�F C7- C7 000 F1986.00' 1 449s 4496 85"49'94" 25803 I 27.89' F < ! 223.43' I C8 C9 2034.00'. 30.00' 72117 47:98' 2018'53" 91'374I 365.41 � 0 1 CIO 1966.00' 140.39 Ir 04°05'29" .86 70.22 i �C17 t_ C12_ 2000.00'; _ 2000.00 509 48 r 199 54_ 14'35'44" 05°43 09 x 2.15 I 99.90 �`) oN /PARCELMAP 12132 P.M. BE, 60. PG. 192 �� N� N� p�A pZE PLPNS� vG+ \v w ! 1 - - -/ - -- - ? PROPOSED n z � Ste. hN � PARCEL 1- - f 1 _-_ _._I I CITY OF BAKERSFIELD 0+� RE aLL ? — M. 12062 2) -f - I WATER WELL SITE? �� 9 _ - 1. I - I / _ [ _ o- tir V, _ y = I - - - i TftAOT 717 ` (T9 0.E DEDICATED LK AND P.M.E.IN ASP MENT) r+ - -,- _ - �. EXISTING 10' MDE LANDSCAPING, u� 11 SIDEWALK AND P U EASEMENT M 60RPC 199' MAP 12232 P.M. BK. (PHASE S) j �a m If FUTURE IMPROVEME$I 55„.1516.Y'IiIN6a560'5'0/o 56 _ I - -- _ 5 C - n KT TT GO s- p4 I n © 1 rYP 3INTERSECTION BE TAIL + (SE SET 5) a� j- cs "09 Y - 1 _ -._ - o _ �� - - z t 7-t• Gs ___t-- -- -- - P r� w _-J ------ F�F(U. /� ---- - r _;° - tt �-_------;---h---� )-- I __�"-. mo.�o..._.—_-_ C8 ill-- i4 I) Irt - _. /�,,, _--_-7I- -_ v, C -) J ,.( '4,? I l/ TRAIL IG 73'WIDE MULTI -USF T\ / ^503A. S( p SF'!i h TRAIL ANDSCAPINr AND P.U.E. / i _ _ �^ Y ✓ O �,.-I � 11 ,,/�� /4/4 ^i/iO// ! ,may. EASEMENT PER PARCEL_ MAP 11 \i I J, i V '4 T`„.-� i ` IMTYP y d � _ A I ,.,+-^ t 1 1 /f 410 .� b wzl 12232, P.M. BK. -80, PG. 1fl2 �. r i 4 I (`' G+U•'�y- Izto TRACT 1317 MULTI-USE aP' Ev °�_.JD1;71 1pY•'iI _bc� C GND UNLDPARCEi 3 (PHASE ov TRAIL, LANDSCAPING A - E , FASEMEN; PER PARCEL MAP q -2) 232 PBR so Pc. 192(P.M. 12062 o _ TRACT 7317 n(PHASE6)v - - - II I<LLwcA I --- N q O+ +NI CONSTRUCT MIN. 0.30' A,C. PAVING OVER MIN. 0.55' CL -II AGGREGATE BASE OVER MIN. 1.00` NAT. GRD. COPdPACTED TO 95% MAX. DENSITY TI=8.Q R=32 �,Irllnr..�r,�lh�'r)IIn-nnnl r igY SEPA' A 7E' FLANS) TEMP BASIN "B" (SEE SHEET 2) 3 HORIZONTAL: 1"=40' VERTICAL: 1"=4' U v.I„JIl�wMGlI �„'J MMIISJ I»M O vaIll oOlJi LV?O �v_aIaaNtii�(>dM _____... �LL"ti��M _ vII ,4Ty 1`IVb"J II oti ,A OU J II -vW,, l�b0M06� „a0OU)' p0O4J.1i0"idVM%11GLLG IOTVMD OOl1 liU}M �Il UcOlv`)[29LMJOg-co pj W'tMGII NG�JLL1 , +2 I� �N�TI c 0, . 360 , . . .. . . . . . . . . .. . . . .360 . . . . . . . . . . . . O� O Ol f "OJ O NJC G IN zQ 4) . . . . . . . . . . o o -'fUTURE flowllvE PROFILE �, ..t _ N .. 356 356 ............. . v I I' 352 EXISDNC GROUND PROFILE A' CEPITFRUNE- . . 352 ............ .. z . Tr _ w OR - - - 48 c , . ,moo �` ..., .er.> - „ 23 s'. v T-s?lo Of . ... "Gu�O-_.__ 348:.......:... _ GV, o u - GOOU - -- --_ - 02 SIGN FI04Y11NE PROFILE ' 3 ,�o :.d RFs ,v �U � E; o' ,- :� t 1 rl r c oo, a6. 11 rt N LL P t S% +�q _ 1.... +n + y:t p1W r G+ -w' 1-0 +r, riO rq L. J c0 O r M] M NV) `� r} 4 Hz iS J ll �] ryJ �N J -L(] Q LLf N N (6J V5N�m M . 194- VE TIC CURVE 70' VERTICAL CURVE �_�_ .� 540' VERTICAL CURVE. _ __ .L-.-- _�9—.-R -- _ __-_. _._ . . . . 344 344 +00 50+00 51+00 52 -FOO 53+00 54+00 55+00 56+00 57+00 58+00 �i6+00 ...vJOlqGi 4dN�.-.J•. .v�DOoN-p.�pIJA. 'l(•.� UOON, V6- ), '�G00 : GOy;n.V.. {.).'Iy61M1 . . FU TUR S©_ RIG . BY QI1 SEP RATE PLANS -,_PHASE B NORTH �� F MIn ��jK OM1N0 I M �v.IYL -- r--- WA.vN�klM 7 . Clio oWEIDE PARKWAY I'ITo 4 11 it w U�JP,FIVE c o 6:0 6 UU�G0 - hLL Jzwc)i 11L@0�4rM14+..1 X, f N40+ .. . . .36 0 N :O+ - MGIn GV0 9360 + l Oi Q)1J z0 GN OI¢356o + fRE F. . . . . . . . ULOWL/NEPRIFLE .. .. . .. . . .. . .356 n .: : � .. � I � -� .. ..I I li 'y230Yb I _.� I £XISTING CR Q(1N9 PROFIL.LCFN72E AT REIN£ "" 1 352 .... .. ....:. .: .. �.. .., -- 23E I 352 F� FOc5/GN� r 2g0 -� --- _ _ ... - - - - WLl 0 ... .. ... .... . u F PROLGNGA7ION 0 G v c. p no DESIGN FLON1/Nf PRO /L£ . o- 348 :...:...: , ... - -� . 348 �YO NE PR F/LE� oma a` ti w 2 ! +r. .r, + +..n v)+- w ,J n u. Moo V N N J T t h.M Nf➢ S eh'tl-L M Gln {'LACI i "I,, n N N t? Ifs• U) J �(f � M.JI V)VJ J It) •VELI! N i M LL�� up'J IA ' . � _ l,J-,.i l r^i LLI w) IAMMM i. -M IA 461 M VYL.IM �_- 86 VERTICAL CURVE _- .- ._ CURVE - _ _—...�r__—..� 200 .-. 344 52U' VERTICAL CAL CURVE 344 ...... VE ;TI 49+00 50+00 51 +00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 SOUTH FLOWLINE PROFILE aacio oy �mwiwN :-4 �oF�'zoz Z T5y010 W SOyI.WU.S'yLL Sq'l �'1-FO�rL LLCL T. IY�Vw f-TOO�}9 �. 1Yg"a�U2U0Ll 'L <z�� K 10 awo"jpF a_U 9'xaoao�.00a yzwor � 6 4 VJ 23 0 PG. wa?G zwoonw g 03?�'Yoz,I-�a o zo4a rwnwoz> �o 1+3uJ`I'IUWozq U0-O�SVUrNQ 00 pg6U{10 __(3 m wzgx zq�,nm �. OIUU 00.0h'" ¢zao�CL7 qd G mw CIS MN. gj�UO z n> rhn SYN K3.O�W27 1-1-00_1-U 2'41 d zLIJ d I C9 °n p > io i LL Ill -w z v n z OD Lu Lu N CD w 0 MEtK N 4 M w � a���1S19 aN is l ��p COB RECORDS No. i DATE 1/03!201 PA JOB No 270E SHEET— 3 OF 6 SHEET I CONSTRUCTION NOTES ❑1 CONSTRUCT TYPE 'B' 6"CURB & CUTTER PER C.O.B. STD. DWG, ST-i ADJUSTT ALL EXISTING MANHOLES, ,:_ANOITS" VALVEVE CC/ERS MONUMENT ENCASEMENTS, ETC. TO ,. ..�,•.� U6 Lfzilo ... .._..._ II U. II NO�jm JPI FINISHED GRADE PER CIT( STANDARDS. 2000.00' 15 OO.OG' [21 INTENTIONALLY OMITTED nU �P C4 - ,p "A". I EWG. ST -23 7HRU 6 INSTAL 5,CIA LIMEN STREET LIGHT PER C.O.B.O.O B. STD D 2 AND C+36 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE XXX C.OB SPECIAL PROVISION SECTION 86-6.01 TIGHT EMITTING DIODE (LEO) LUMINARIES. XXX U' 4C -14 N iRUCT TYPE 'A CATCH BASIN PERR C.O.B. STD, DWG. N0. D MODELSINCLUDE HOLOLPraNELVUI SERIES, LEO T K GCI SERIES, CREE SEE SERIES (� SAYlCUT TO NEAT, CLEAN VERTICAL FACE, THE EXACT LCCA [ICN OF SAWCUT AND/GR TAPER GRIND t APPROVED 2Y CITY ENGINEER, AS R OR EQUIVALENT A., hPPKO E O N 4 SHALL BE DETERMINED) BY CITY OF BAKERSFIELD ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT HER C.O.G. STD, DWG, ST -22. ' 7C00 c CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER. C.D.B. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. '�721.1 STD. T-34, INTERMEDIATE PULLBOXES NOT SHOWN. 01PROPOSEDSEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) v5+ rn`e 0 INTENTIONALLY OMITTED 1966.00 140 3304 O5 29'70 _ CONSTRUCTc " TRAIL ICK CLASo B" CONCRETE) (SEE Q0.8_ STD. O� PROPOSED STORM DRAINAIN MANHOLE SEE SEWER AND STORM DRAIN PLANS)ANS ) 12000.00' Q FIIA DWGS3.ORq CRETE SPECIFICATIONS, JOINTS, ETC,) STREET CENTEPLPE 612 2006.3., PROPOSED LANDSCAPEAREA (SEE LANDSCAPE PLANS -BY OTHERS). -- -- EXISTING RIGHT-OF-WAY (PER PARCEL MAP '12062-1) .- EXISTING 640UNO PROFILE A7 CENIERLIN, - 90' WIDE STREEF RIGHT-OF-WAY DEDICATION (STOCKDALE RANCH DRIVE) `0 THE CITY OF BAKERSFIELD ..._...__.,_..m PROPOSED ADDITIONAL RIGHT -OF -'NAY (TO BE DEDICATED PER PARCEL MAP 12232) 10 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. - — — PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) NORTH FL - NORTH SIDE FLOWLINE STATION PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) SOUTH FL - SOUTH SIDE FLOWLINE STATION EXISTING EDGE OF PAVEMENT ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. - SEE SHEET 2 FOR TEMPORARY DRAINAGE BASIN DETAILS ALL PROFILE STATIONING IS BASED ON FLOYJLINE DATA UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR INTERSECTION DETAIL I SEE SHEET 6 FOR STRIPING & SIGNAGE PLAN , , 7 I n) N TRACT 7317 (PHASE 5) zl a rn in. wl TRACT 7317 (PHASE 5) +�' EXISTING 10 WIDE LANDSCAPING, "f ER SIDEWALK AND r' U E EASEMENT SER PARCEL MAP 12232 P.M. BI(. rj'- 60 PC 192 f _ -I on EXISTING 13WIDE MULTI USEj TRAIL, LANDSCAPING AND P UF. EASEMENT PER PARCEL MAP 12232, P.M. BK. 60, PG. 192 it I I I I H � I I ST_OCKDA�RANCH DRIVE ti --- — k I PSE�i m I I q � NIM t2 11 A) PAVEMENT DETAIL 4 SCALE 1"=30' SAN BUENAVENTURA a STREET TM (BY SEPARATE PLANS) �0 `02F TRACT 7317 (PHASE 5) EXISTING 10' 'NIDE LANDSCAPING 60, tV t J_ .w 20L.1i SIDEWALK AND P.L.E.EASEMENT M PER PARCEL MAP 12 32 P.. By, - — _ I� `� PG. 192 _ - 1 F� - C s I 3 Y I Tl TEMP BASIN 11Al ` I(SEE SHEEI 2 I I I s � 1__ 65409i 6 -. �_ j---- C2 5g 9 84 3^-17_x 65 aV'41 CLOG IMPROVEMENTS �G+� CL ` d I CL �I I >�N 1 1 E 1i 50367 1'} / — -- __-- = 4 ¢ TRACT 7317 SEE DETAI u 'i ��'� z� I , I ---I _ I (PHASE 1) II TRACT 7317 (PHASE 3) v K= o CHICHES'CER W COURT �1-IPaA PLANS) (PER PHASE N— tiHORIZONTAL. I"=40' CONSTRUCT MIN. 0.30' A.C. PAVING OVER VERTICAL: I"=2' MIN. 0.55' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 953 MAX. DENSITY TI= 6.0 R=32 .98' 1 47.98' UUNV IAtiLt ' `� RADIUS II OSI Fm ,. ..�,•.� U6 Lfzilo ... .._..._ II U. II NO�jm JPI C2 C3 2000.00' 15 OO.OG' 709.12' II0.99 20'18 53" __. 030 57 nU �P C4 - ,p W [O �G9 JW W F -W kJ r25.29' C+36 00' a 931' U' 27' Ca6M M M Cl�'"`rY Off¢=�I�J 85'49'24" 27,89'080 C.0' O N 4 12 5 3 ur, ' 7C00 c '�721.1 W v352 47.98' v5+ rn`e 30 86 V<9 v4 U$IZ a m 1966.00 140 3304 O5 29'70 352.........x°. C11 12000.00' M�.... ., .n msµ.. ... ... �'zmi,C .,. ............... 612 2006.3., 199.64 ' OS°43'09" .- EXISTING 640UNO PROFILE A7 CENIERLIN, - + vw + ww . IIID I NOTE. VERIFY EXISTING LOCATION AND ELEVATION- . . , , 350 350 . . . . . . . . . IN FIELD. PRIOR TO CONSTRUCTION' AND DO IIFY \` I � _ ENGNEFR IF THERE ARE ANY DISCREPANCIES .y _f_-__ +0.25% `PXISDAJC F{OtS7/NE PRCf7L' �OE5/GN.FLOlNZlNf.PROf1P. . 348 348. 1 ''�— -0.52%' .. b .. a k9'Sb7 .. .... . _: +Q267 . Of -,90 iZ0!#ZNE PROF/L£: . ..... 59+00. 60+00 61+00 62.+00 63+00 64+00 65+00 66+00 NORTH FLOWLINE PROFILE 46.32 I...--46.32' -1CURVED - ON CURVEl UP! VO��I Il ao �n Kb II CG m' z m: rn m6 tv,4 �i� IM NJ r`ti • �a .. Y oo 352 352 ............................... ....................................................................... �o £XIS MG GR ND P HLE A CENTS L1NE__ RO. R.:.... in iO u ;N u c° `� ....... ........:.. ..... ...... ...:.T .:.�U.. .T W I � . . . . . . . . . : 5 350. . NOTE: VERIFY EXISTING LOCATION AND. ELEVATIPN i � IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY. ENGINEER IF. THERE ARE ANY.UISCREPANCIES. E TD ADA) <X/5711/6 FLON/LrNE PROF/LF 348348..... . ...... ...._ DES/GN FZ09t/N£ PRORLf . . .:. 59+00 60+00 .. 61 +00 62+60 63+00 64+00 65+00 66+00 SOUTH FLOWLINE PROFILE UUNV IAtiLt �CURVF C1 11500_.00 RADIUS LENGTHT 573.42' DELTA 21'54'11" _ TANGENT E290 C2 C3 2000.00' 15 OO.OG' 709.12' II0.99 20'18 53" __. 030 57 358.32' _— _. I 40.51 C4 - _ 1500.00'-_492AS 18'48"34" r25.29' C+36 00' a 931' 94'10'36"32 27' _ 0 44.94' 85'49'24" 27,89'080 C.0' 444:96' 12 5 3 293 2 _0 ' 7C00 I20°18'3�C4.00, '�721.1 a 47.98' 91 37 41 30 86 C10 1966.00 140 3304 O5 29'70 22 C11 12000.00' 5(19.48' 143544, 25615 612 2006.3., 199.64 ' OS°43'09" 99 90 �LL OSsUO roON 0 � F a. w62t U, ZK'w�0 gw z w�LL w TO nU x x IX - 4'1 zt-u f. .na�U-oL K qF-�, n.O QOwU[ UK .Y �ZM Z��Si U�.p OLL^W 4LLywU�jUKwCI '�zIX n�ros� -o 0 0 0 W1ZLY pG��YN� �XaG\Nttrt �, ij Vl O Y) a RD DRAWING m n ,> �� DACE ,1,103 9 %C U'ri ��v PA JOB No. 2709L BY1 F D W. PORTER, RCE 33148 EYES . DATE SHEET c IX n 0 COB RECORDS No. �% L OF O SHEETS 31\ � w w S ELI w a < �XaG\Nttrt �, ij Vl O Y) a RD DRAWING m n ,> �� DACE ,1,103 9 %C U'ri ��v PA JOB No. 2709L BY1 F D W. PORTER, RCE 33148 EYES . DATE SHEET c IX n 0 COB RECORDS No. �% L OF O SHEETS ROADSIDE MN & PAVEMENT DELINEA` JON NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2000 AND THE CALIFORNIA MUTCD CURRENT EDITION. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AOC). 3. ALL CONFLICTING MARKINGS. SHALL BE REMOVED BY WET SANDBLASTING. AL!_ CONFLICTING RAISED PAVEMENT MARKERS SHALT- BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING, ALL. SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL. BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD CURRENT EDITION. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD 'SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYO 9. ALL CONSTRUCTION MAIERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND 'WHICH IS DAMAGED DUE TO THE CONT'RACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. RAVEMFNT DELINEATIONLEGFND INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A208, 0 AND A20D. NUMBER INQINDICATES DETAIL NO. ON STANDARD PLAN. Lw� INSTALL i2 WHITE CROSSWALK LIPL. AS SHOWN. LL INSTALL 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS STD. PLAN A24E REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN PER CALTRANS STD, PLAN A24A INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN PER CALTRANS STD. PLAN A24A .*�L INSTALL TYPE VII(R) 'WHITE ARROW CENTERED IN LANE AS SHOWN PER CALTRANS SID. PLAN A24A A INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN PER CALTRANS STD, PLAN A24CC STOP INSTALL ''WHITE "STOP" LEGEND AS SHOWN PER CALTRANS STD. PLAN A24D STOP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN PER CALTRANS STD. PLAN A240 AHEAD NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SIGN _0C SS OMI -3 •- YELLOW DIAMOND OBJECT MARKER OM2 -2V (SEE TYPE II VERTICAL OBJECT MARKER a OM—. 3 ^- RED DIAMOND OBJECT MARKER SNS ^• STREET NAME SIGN SNS—METRO ^ METRO STREET NAME: SIGN RI --1 STOP SIGN R3 -5(R) ^• RIGHT TURN ONLY R4-7 ^• DIVIOED ROAD R5-1 v DO NOT ENTER R6—i(R) v ONE WAY (RIGHT) R7--9 TO BE DEDICATED BY SEPARATE INSTRUMENT) NO PARKING BIKE LANE R11-2 ROAD CLOSED R26(CA) NO PARKING ANYTIME R81(CA) BIKE LANE WI --6 (R) ^• ONE—DIRECTIONAL LARGE ARROW SIGN (RIGHT) W1-6 (L) ONE—DIRECTIONAL LARGE ARROW SIGN (LEFT) AN _7 TWO—DIRECTIONAL LARGE ARROW SIGN W3-1 ^• STOP AHEAD W3-3 SIGNAL AHEAD W31(CA) ti END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (OA) INDICATES CALIFORNIA CODES. SI__Q fE EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN INS FALL NEN 2 POST SIGN SPF PARCEL 1 �De /SFS' o411v R`s � A�w OP�AD�S) � P.M. NO. 12062--2 � ��r()tiq g�oN 1 - t I - _ _-- ----------- --_ � �z -- -- V - - T �. r�yey 53 LL 53+,,6 0 FUTURE MPkOVEMENTr �e 50 (� +4520 AD INSTALL NEN! SIGN ON EXISTING STREET LIGHT STANDARD. RELOCATE: EXISTING SIGN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). SIGN LOCATION �, PROPOSED SUMP (SEE SEWER & STORM DRAIN PLANS) (PER P.M. N0. 12232) PROPOSED m RZ6 CITY OF BAKERSFIELD CAP - WATER WELL SITE Q uj V) TO BE DEDICATED BY SEPARATE INSTRUMENT) [77— RELOCATED TEMPORARY BARRICADE FROM STATION 64+604--CONTRACTOI SHA�L NOT CORE INTO PAVEMENT PARCEL. 3 T1 TRACT 7317 P.M. N0. 12062-2 (PHASE 6) 11' STATION 54+45+ 1111,111 11-11 Ir 11 1 mill MIND Am 0 SNS R METRO � OA) &ROOKINE {BY SEPARATE PLAtq INSTALL TEMPORARY TYPE 3 BARRICADE ON SKIDS WITH (3) OM4-3 MARKERS AND (1) W31 (CA) SIGN. TRACT 7317 (PHASE 6) SAN BUENAVENTURA ' TRACT 7317 STREET (PHASE 5) (1 SEPARATc PLANS) h r _-I L �7 I30-fl-"':� ,�' 3°t I �� � � .TRACT 7.517 RELOCATED FROM STA ss+s t - , �Icn (PHASE 5) �._ - - - _ - _ _ / nr' ENR .fes) - - - - Ch C j �� - - ---- F `-- - --! I METRO �I > z8 7 _ LLI-1 (CA) _ -...�d SN' � L - -. -t- - A—, _ - 4• 50D AHEAD R26 I G -A_) m •,� — 84` tea- -- ,- �RELOCATE �EX ISTI_NG B—A_RR-I-C-+A-D-E (R ) TO STATION 55+553 — - 26 )60CA T^H EXI TNG S7R! — 2 +. INT 56 � — -_2B ` R2NT A)4 CL sT_ 43s� EX23- — _ METRO)) TRACT 7317 �) __ -- - - = _� (GA ) - -._.. -- — - - -- (PHASE 6)Iz — — - al� ---- 4 zfo LR26 ---------- r7 1 O w TRACT 7317 MGINS ETRO _ 70 n v .Tl0 3 (PHASE ) 0 s s _zE4! - CHICHESTER HORIZONTAL: I"=40' COURT .6�4(FAY SEPARATE PLANS) STATION 59+00" TRACT 7317 (PHASE 5) 37 Lo w �) -0 I m RZ6 CAP - Q uj V) tiU o - b r4i mO..vY wxaz WxQ MN�W���c9 tnQ G z R ZW WKflfly2Zt�0 wrtiwzwv vS¢¢..� ' 2FU.�.•rn�g'LLKz arc F' z.G afli o'-� HORIZONTAL: 1"=40' RECORD DRAWING COY 1 RF..D V_a. PORT'E_R, RCE. 33448 EXP. DATE 20�. �W �oviK w od.�W �LLg tp a ffi�dwpT� m F�O6Y C, (][Leg ui 0 M PA JOB 1/03(2019 COB RECORDS No, OF 6 SHEETS