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HomeMy WebLinkAbout1.1-7317 Ph 1REVIEWED BY: 3/qua TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: DATE ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: e � PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 I% 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 DATE 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 NORTH 89'2757" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTIO PARCEL 3 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE (PHASE 1) BAKERSFIELD, CALIFORNIA LEGEND CL— CENTERLINE DWY-- w 0 g FL— FLO WLI NE w F Q ECR— FN -Z o-' Q z00 q�> LIDO EC— STOCKDALE HIGHWAY a BC— BEGIN CURVE 1 I � POVC— POINT ON VERTICAL CURVE TRACT ©� BEGIN VERTICAL CURVE I� 7240 PRC-- I PCC— POINT OF COMPOUND CURVATURE POC— POINT ON CURVE GB— GRADE BREAK �o �E HIGH POINT 8 EA SAWCUT PROJECT SITE NORTH HALF OF -S w < z0E=H L.J SECTION 3 NORTH HALF OF T.30S., R.26E. cn� cntm w N _ SECTION 4 .= T.30S., R.26E. 1..1.E 0 KERN COUNTY WATER AGENCY 0L VICINITY MAP NO SCALE (PHASE 1) BAKERSFIELD, CALIFORNIA LEGEND CL— CENTERLINE DWY-- DRIVEWAY FL— FLO WLI NE BCR— BEGIN CURB RETURN ECR— END CURB RETURN PI-- POINT OF INTERSECTION EC— END CURVE BC— BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC— POINT ON VERTICAL CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE PRC-- POINT OF REVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE POC— POINT ON CURVE GB— GRADE BREAK HP— HIGH POINT MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FSE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES, STREETS LOCAL STREET 2,812 LF 0.20' A.C. /0.40' A.B. 106,795 SF 6" CURB AND GUTTER 5,390 LF CONCRETE SIDEWALK 18,750 SF CONCRETE DRIVEWAY 10,200 SF CROSS GLITTER 1,493 SF MEDIAN CURB 116 LF SURVEY MONUMENT ENCASEMENT 10 EA METRO STREET NAME SIGNS 7 EA TRAFFIC CONTROL SIGNS 3 EA WHEELCHAIR RAMPS 10 EA LED STREET LIGHTS 8 EA SAWCUT 46 LF SHEET No. INDEX CD TITLE SHEET M GENERAL NOTES C•? TYPICAL SECTIONS a) CHICHESTER COURT (D ALTON COURT O WATERFORD STREET ® POLSON COURT 0 MENLO COURT LEGEND X SHEET INDEX NUMBER Z �LLJOfZ LL. Q:20<IAI DIRECTION OF DRAINAGE C•? CONCRETE MONUMENT --4-- EXISTING STREET NAME SIGN -C)- 5800 LUMEN STREET LIGHT CCB#12 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN 0 EX. CONCRETE MONUMENT IN LAMPHOLE 9 SWPPP NOTE IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED NTH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE -qLED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5y15C381902 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. zzz I i I N if - I V 1 VI\L PH ASE 5 �I II I I I ` �I ALTON COURT I .ems -ITEMPORARY SUMP 1 T-4 r —~ / ��— --L FUTURE I II 19 PHASE 37 _ —SLY V) w 3 � L 20 � Ice#1 2 ' Ce#2 I - - • - -WATER C6#3 j L, CB#4 49 48 WATERFORD. STREET +EMPOR 4i Y SUMP 11 II FUTURE— s� PHASE 3, _L _. 1 v W �wUO w0v: d Z O W a (0 CD a�h -OF i-t�zc Z zVF >rLu 0 xv=iiZu�O>mv t= tn0 �z- W�:O coM M �a0FcnjC— ¢ C3 0 O z U m v tmZzmI--4-Pf-F O a W O U 'S Q M W wmymz c 25.3: ° � a U) W > 0_ 0 1 v er uiT wo��" zz- a►-F,nZZuWO609,m 0 dr. Uzc Q o�0a�two .w,0z> PC 0 ��►=¢w�cvi�a� a z wwwLLw0Z a¢ S?WZWM:o U0.4 apEL�-WOaa w VUjZwdC LL LL Z Lu>r;UviV U c�za,°J�W 0U, LL LL Z� c uU,u 4 �= F- F I- Z4q I0-.- § T5; �s F- oLu Of 0ww:W Cm wQawZ5:c)ma u=i >>:wn+-g"2W w m LLI-,0 > m Qm-JwU�sa r- ia.IwVo zaIn>cn UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-8W227-2600 AT LEAST TWO DAYS BEFORE YOU DIG V cLf Z Z Lit Q ZZ vin �t Z �LLJOfZ LL. Q:20<IAI a Owd5w0mo X¢w c ate.. �zF•-•(L'QzEnaf ul Z� 0 -' co z tZ �{ F f aouj�w�'F-z LLJ Qwa�0w5o LLJ m Y 0 - �pOiJ u- 0a w>-o-jwof w xm-j< oua I M Lr`�wwwX� — o©w-jo�W 0 U) °' a= �M<ZOf BIZ <wM-0 �trRO V J Lo- w>- wz .. w0�..r�"L?0��� Ll �U Z d Q Z Z 0 LJ ZzwQ>-Owow t dQQ0>Q_zt-- W c w a) ce) -S w < z0E=H L.J aZUwnw >- Z H w95...Izwyzwt w� cn� cntm w 000000 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-8W227-2600 AT LEAST TWO DAYS BEFORE YOU DIG V Z a c ate.. U� r� -' �{ F f Z E w a LLI L �� n u- 0a W I M <<� V CD _B CO 0 U) °' a= U) Z tL' N 0x W a) ce) W Z NO Z LiJ w M .= 1..1.E 0 0L CL a c ate.. W z (5 -' Z Gi w a LLI L �� n u- 0a Lu ir ;. *, vE.E R 49 > 0 �� a, w 7SJ! 41 $ 1 �J; ---;,OURS - 1D Z I _ — .— i — 3 —ALTON 4 11 Q i4 13 12 LLJ 18 17 16 15 i.y I I LLJ I Z - � -- -u , r - 17 28 � jI i i I '? 26 1 22 23 24 25 i z > —bw Q29 z )RD— - 5 -STREE -� LJ (I 38 I n- m 47 0 39 30 �I 46 40 37 6 31 ( p z p� �T n I t I ij o Z cn 45 °- 36 41 ZE 32 %O� %b� -N- ------------- - --_ I '- gDATE---- 3102/201844 42 35 33 I I , A JCB No. 3012 43 — 34 SHEE - U I i c1 KEY MAP SCALE: 1'-200' COB RECORDS No. OF 5SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WiTHIN THE CiTY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RiGHT-OF-WAY SHALL BE POSTED 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 (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRiOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS, PORTER & ASSOCIATES, INC. MUST BE NOTIFIED 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 NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227--2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT is THE RESPONSIBILITY OF THE 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 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 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 LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 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. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK iN THIS AREA UNTiL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 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 THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RiGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WiLL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKiNG 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 BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WiTHiN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE 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 OBTAINED FOR A MiNIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW 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 BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CiTY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE 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 AG NT SHALL ALL 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 (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 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 BOLT 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 SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16. CONTRACTOR SHALL COMPACT SUBGRADE TO 95% FOR FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES. 17. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CiTY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 19. 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. 20 MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS 1N SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. COB ASPHALT CONCRETE PAVING NOTES (CO.N'nNUEDi CITY STANDARD PLATESLL , ocU0 w c 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) z o 1 z w ©o E1 ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS 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) w w w � w ¢ .- is FOR 3/4" MAXIMUM, MEDIUM GRADING. w - o x CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION 5- z a T= z L o 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 y * w m o m c4 PERFORMANCE ,- GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SFALL CONFORM TO THEo z n c; u w _TJ REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(6), "GRADES," OF THE STANDARD ® ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") F] ST -12 ALLEY CROSS SECTION ❑ D-10 SIDEWALK UNDERDRAiN w � = g �� m SPECIFICATIONS. ❑ ST -2 COMMERCIAL DRIVEWAY� w t- z co w ST -13 SURVEY MONUMENT ® D-11 DRAINAGE BASIN w x o = w co 0 3 = 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ® ST -3 SIDEWALK ST -14 **STREET LIGHT, MAST ARM TYPE I. - w i- z 0 LL a ® D-14 CATCH -BASIN, TYPE "A" � w ACCORDANCE WiTH CALIFORNIA TEST METHOD 367 USiNG SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK, THE AMOUNT OF a o 0 o m co c� °d w, 'm r- _ z: ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -15 CUL-DE-SACS ❑ D-15 CATCH -BASIN, TYPE "A-1" z a t- �- u o ST -16 STREET KNUCKLE g a o z- w 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CTY ENGINEER'S ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ® D-16 GUTTER DEPRESSIONS w Y w a r o REVIEW AND APPROVAL: ❑ ST -17 WIDE CROSS -GUTTER z z w z COW a ® ST -6 DATED 1/11/99 PAVEMENT PATCHES ❑ SW -4 MANHOLE, TYPE "A' WITH DROP CONNECTION o 3 t w o b a A LIST OF AGGREGATE AND ASPHALT SOURCES. x c, a A. ® ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS w = a a 0 a cn z c` o B DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF C� ST -7 CROSS -GUTTERS �� ❑ ST -19 HANDICAP RAMPS ® T-1 STREET SIGN, POST TYPE w z z w o o m i2 m SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS ❑ ST -8 26 INCH PART CIRCLE CULVERT 4 0 a o z t: a AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT ❑ ST -20 PRIVATE STREET GATES ❑ T-3 MAJOR COLLECTOR TRANSITIONa o a w Lu o �; o BE OLDER THAN ONE (1) YEAR. w F- = o c' a ST -9 STREET SP=CiFICATIONS _ a ❑ ST -21 REFUSE CONTAINER PAD T-12 MINIMUM ACCESS DESIGN - (6 o w w w a -0- AN z Q C ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY' TEST RESULTS ON ® ST -10 STREET SECTIONS ® T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT WRING o'r = o a c, za�-w> c WHICH THE DESIGN iS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF ❑ ST -10A STREET SECTIONS ST -22 DATED 1/11/99 TRENCH BACKFiLL AND COMPACTION � z ' AND PULL BOXES = v w w ¢ �' w THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MiX SHALL MEET THE REQUIREMENTS OF REQUIREMENTS z w" � z Z SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED ST -11 STREET CROSS SECTIONS v o w w o �� LL SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO � c � Z oe u z c o **FIBERGLASS STREET LIGHTS NOT ALLOWED a , o w w T., THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR All COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. o w v o n.. - -_ r - s aF 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEM _NT IS TO BE SAW CALTR NS STANDARQ PLANS o v) w = = ou,z Q J " o CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM oZ �' > o -, ir w Qo > DiSTANCE OF ONE (1) F007 FROM THE EXlSTiNG EDGE OF PAVEMENT1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) o Z o o W w w � b m 7. A PRiME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; > > w 4 - "' �' F" V) CALTRANS STD. PLAN DESCRIPTION W Q 0 z= X Z W m HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHA -L BE MET, RSP A88A & B (2006 EDITION) CURB RAMP DETAILS w a v °J v "''- xzma=om u2;Q 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID *- o a o m a m TRACKING BiNDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. z 9. PAVING JOINTS SHAH MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. o v 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITiONA-ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY - 58 80' -7 C ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS.; i b z 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALT. BEd 15.50' CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL 15.50' DROP-OFF BETWEEN ADJACENT LANES 1S NOT GREATER THAN THAT WHiCH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF 3.5' 3.5' NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH R/W LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE U LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE LANDSCAPING t x + ,< + < CONFORMS TO FACILITATE THE REMOVAL. OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. A + CONCRETE 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE COMBINATION / f �. \ �( SIDEWALK o1 u C) CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED t i WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF -- F -A -i ALAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPFALT CONCRETE 18 18 SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN -- 5'24' 7' 24' ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL. BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS 6" THICK CONCRETE BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER (TYP) 60' RIGHT-OF-WAY THE CONFORMS TO FACILITATE THE REMOVAL Of THE CONFORMS WHEN PAVING OPERATIONS RESUME. I�NON CUL-DE-SAC OR KNUCKLE) 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY DRIVEWAY DETAIL 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 R/W OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE 26' 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 1 MEETS THE IN-PLACE DENSITY REQUIREMENTS. i 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR FINISHED PAD 2. MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT 1 --� 2' T(P. DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE, {e MAX I 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 1 A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE HELD, OR * SEE C.O.B. STD. DWG. ST -11 o J 15.50' -- 15.50' -- -{} R/W R/W i LANDSCAPING L4NDSCAPNG CONCRETE �I COMBINATION L(;UMBINATiON \/� } ! SIDEWALK SIDEWALK / 4" THICK CONCRETE 8. i �- 18 (TYP)- t4'-----�- 7 24 6" THICK CONCRETE- (TYP - (TY 52' RIGHT-OF-WAY (NON CUL-DE-SAC OR KNUCKLE) DRIVEWAY DETAIL C /L R/W 26' 1 1 18' 18' 8' 1 FINI�,IIED PAD I '�� P , 2' TYP.-2%.. 1 1.�. ,: *1.5% 4/% B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WiTH FOR SLOPE PARAMETERS A GRADE LINE PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.45' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, 1T SHALL BE BROUGHT COMPACTED TO 95% MAX. DENSITY WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING NTH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, 11=4.5 R=32 OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING 1S USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL. GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LiNE OR PAVEMENT EDGE, AND THE TRANSVERSE LiMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL iN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CiTY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) iS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 52' RIGHT--OF--WAY AE LOCAL STREET NOT TO SCALE w z J 0 J 1j 4_5' 4. `� 1 6 TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK ` COM ACT UNDER CURD, GUTTER AND SIDEWALK (TYP,) C" MIN. TO i V;a 1\4 90% MAX. DENSITY._ R/W LANDSCAPING LANDSCAPING SIDEWALK -- 4" THICK CONCRI_TE (TYP) i" THICK CONCRETE (m') a COMBINATON SIDEWALK CUL-DE-SAC OR KNUCKLE 4" THICK CONCRETE DRIVEWAY DETAIL (TYP) /W R/W C,iL F'/W 3' LANDSCAPE - 35' -- ---- 35' - ----- LANDSCAPE EASEMENT �3' EASEMENT 3 ' - 25' -- 25' 3 Z -- - - -- ] 0-- I 10 1 PROPOSED I z o BLOCK WALL -- 20' 10' WIDE MEDAN _ �0, -�i o i FINISHED PAD 1 2 TYP. 2 TYP.-- FINISHED PAD 2% L7o j 5%-3,4% i *' 5Z-3 PROPOSED BLOCK WALL -� "_ '-,.-__. . ,•, ` (BY SEPARATE PLANS) *SEE C.O.B. STD. DWG. ST -11 GRADE LINE 6" TIFE "B" CURB & GUTTER FOR SLOPE PARAMETERS CONSTRUCT MIN. 0.20' A.C. PAVING OVER W/ 4.,' WIDE SIDEWALK MIN. 0.45' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACT UNDER CURB, GUTTER COMPACTED TO 95% MAX. DENSITY AND SIDEAALK (TYP.) 6" MIN. TO 11=4.5 R=32 90% MAX. DENSITY. 14G 0 i b z OD cn W 4 3 �o r� v d Q V m Lo R7 p W U E P �' %^ N 51036 4 w 0 ILL 0 a Z_ �c Lu U N mLu co O ,z a `h c. W W N M zOD N co CID N w 3: ��0 ��` Nor i b A OD cn W 4 3 � u r Q V ao U ui (1 SSP 51036 4 w a Lu U w U 53 zOD y z r. w w 3: Uco j /( W �1 LL w ��0 ��` Nor b A OD cn W 4 3 In M , > Q V ao U !fir ir SSP 51036 4 ct) U) Z Z <c w r) 0 C!) Ct) W Q _` q:z-"1 0 CL Lu LLJ ` Q >}--- 0 -- , Q co Cn >' 0 L,i.. L 0 J rt000 W Ltj LLM W �- z ST ST ST �' 1 70' RIGHT -OF --WAY w Rw CL RW I PROPOSED 11�\ TYPICAL LOCAL STREET SECTION 13' MULTI -US E BLOCK WALL 0.5--1- - \ TRAIL EASEMENT** 2' 2, 2' 1 ! 2' ^' NOT TO S_AL` 77 v d' 10' LANDSCAPE 45' RIGHT-OF-WAY* 45' RIGHT-OF-WAY EASEMENT** 34' X 11' 1 L 34 FL 11, I I i 4f MRS fL 6 5' 6' a- � a-12' MULTI -USE NG 2' X18 ` TRAIL / I I /NG \ 2:1 MAX��-;--� T` 2' 6" CURB & GUTTER 6" CURB & GUTTER % I I y s NGS- -5% 2� *1.5%-3.5% _ - - - _ *1.5�-3.5% _ 2% :2:1 `� // R/W C/L R/W_ - _ �_ - -- N __ �----- 30' -- 30'-- -7- �//./� / AREA DETAIL 1 1 'i ( 1 n NOT TO SCALE 1{�' 20'- --- 20'- PER TRACT 7317-STOCKDALE RANCH DRIVE (CONSTRUCTION PHASE A STREET PLANS) `'� FINISHED PAD �� �2 2 * FINISHED PAD APPROVED 12-08-2017 2' TYP. 2' TYP- Q z f 2' 2'2' \ < \ VAX *1.5%-3 4% *' 5%- 4i MFX 0 TYPICAL CROSS®SECTION f - _ , -- A STOCK A E RANCH RIVE z:,. \ \ w .�,,.,,,� SEE C.O.B. STD. DWG. ST -1 i •' � � i_ N NOT TO SCA_E FOR SLOPE PARAMETERS A / f GRADE LINE '-6" TYPE "B" CURB &GUTTER DATE 3/Q2/2018 W/ 4.5' WIDE SIDEWALK *= EXISTING RiGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-1 , { = CONSTRUCT MIN. 0.20' A.C. PAVING OVER PA J03 No 3012 FILED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN._;,... COMPACT UNDER CURB, GUTTER U, THE OFFICE OF THE KERN COUNTY RECORDER. \ ':'' MIN. 0.45' CRUSHED AGGREGATE BASE OVER MIN. 1.00 NAT. GRD. AND SIDEWALK (TYP.) 6" MIN. TO SHEEN COMPACTED TO 95% MAX. DENSITY a, **= EXISTING ADDITIONAL RiGHT-OF-WAY, LANDSCAPE EASEMENT AND �� / 9C% MAX. DENSITY. e, MULTI -USE TRAiL EASEMENT AS DEDICATED ON PARCEL MAP 12232 FILED ,. 11=4.5 R=32 OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 192 IN THE AREA NAIL OFFICE OF THE KERN COUNTY RECORDER. NOT TO SCALE 60' RIGHT -OF --WAY 2 E: TYPICAL 0 STREET SECTION �► rdc To SCALE COB RECORDS No. I CF 6 SHEETS CONSTRUCTION NOTES F 17 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) ❑3 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 & ST -7.1 (DATED 12/13) ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10 (DATED 12/14) ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. © CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. ❑7 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. []9 INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) FL = 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. -C} INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND XXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES, MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. © CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. O 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 SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) -- - --- - - EXISTING EDGE OF PAVEMENT an Z oma' �a 4 M n; ± W m (----------------- -- ---- -ti I t� VI 17+08.75 5.00' OR LT O 1 PAINT NOSE MEDIAN 1 349.68 TC o 1 1 +51.14 5.00' LT / i 34$.85 q N11 YELLOW (TYP) 1 , C , , 350.01 TC 349.18 AC 7 17+08.75 5.00' Rt i I A9 I TYPE Q (CA) I i i MARKER ;TYP) o 349.72 TC I1 171+51.1 (5.00' R '- o�� 348.89 AC o 1 0 1 350.08 C N 1 N�I 1 1110q 1IN x349.25 A to C I f1 f I QI I INSTALL S1, ._._..-- .._._._-----------�--_........----------I A LANDSCAPE MEDIAN DETAIL 3 SCALE 1"=20' 1� NM 110 N NSI' tu%0 C14+ DON �+ OP N+ ` �•-p I Z M W � -A0 34 rJ M W C) c) J p` OR CJI O St O �J OJ dLi ply a - N W 0 W GD0 z z � + N M d + W 1 + + ; \ 5.00` 15.71' 1180'00'00"- fillli =� m �- � FUTURE I Nkr r � �\ LOT I I FUTURE r� FUTURE tY] cy „�t LOT LOT �.! i s J M < < l.L to 1LI « . Cr) r tui u, r w 0 cr tu_ N I Q a - I l/i 3 n - FUTURE i It' I 10+00.0 FUTURE - -�+33.30 11+3 LOT ` , IMPROVEMENTS I fh / FUTURE 1 d LOT i a // FUTURE I FUTURE LOT I LOT a m an Z oma' �a 4 M n; ± W m (----------------- -- ---- -ti I t� VI 17+08.75 5.00' OR LT O 1 PAINT NOSE MEDIAN 1 349.68 TC o 1 1 +51.14 5.00' LT / i 34$.85 q N11 YELLOW (TYP) 1 , C , , 350.01 TC 349.18 AC 7 17+08.75 5.00' Rt i I A9 I TYPE Q (CA) I i i MARKER ;TYP) o 349.72 TC I1 171+51.1 (5.00' R '- o�� 348.89 AC o 1 0 1 350.08 C N 1 N�I 1 1110q 1IN x349.25 A to C I f1 f I QI I INSTALL S1, ._._..-- .._._._-----------�--_........----------I A LANDSCAPE MEDIAN DETAIL 3 SCALE 1"=20' 1� NM 110 N NSI' tu%0 C14+ DON �+ OP N+ ` O+ �, � -A0 34 rJ M 0 0 c) J p` OR CJI O St O RADIAL TABLE RADIAL 'G � BEARING N NSI' tu%0 C14+ DON �+ OP N+ ` O+ �, N+ �,f -A0 34 rJ N R5 �J J p` OR CJI Z SIL �J OJ dLi ply tn2 p N W 0 W GD0 to + i + � + N M MLO + ; 2_ aN 5.00` 15.71' 1180'00'00"- ' I6o' �- � t, e� r � uj U- 3 RADIAL TABLE RADIAL 'G � BEARING R1 i 36'57"F.__ .]_--_NO-/' R2 N06"; 5'53"E R3 Ni C'51' 29"W R4 N09'44'00"E R5 S05'`9'37"W I R6 S01'38'43"E R7 N0_'19'29"W 20 i �1 zo' 1o'r FUTURE l ! v •� � I' I l 6' I I „ 1 � 13' ! 49 1 I LOT I FUTURE "' �i0' 20 I i 11,/ 90 I� 20 , �1 LOT ' � ' �I I !�° I FUTURE 6' 12, - 34 34, I I ill /_ I lil LOT I�~ 68' - T I TYP I Il c� cv r` III SEE DETAIL 3 I / HOWN F ll I PHASE J 1 FNRE'NC I -_._. - - -.•- � �. _ 1 I � 4 TYP I I r (NOT A PART pE• E ONLI', ---�' I @ _ -- I mCN 1 ' S, 00 Ct C2 - - I ` I J t ,' ' TMCSE PLAN ' t A 1 00 PPH,A$ ----- -- ----- ----------_o N - - C- ---- {}- `- _-` _------- �) I Cs- S00'35'45"W 12+59.69 RS 15 13+08.43 C4 CO _ 14 1 CL IN 8c N 14+56.84 - - - - R2 ` -10 C5 C7 I C6 EC ] 16+00.14r - -+ - - _II I I p ll °OCL i T. I I N06"15'S3 E - - cl ®TYP j - .. _ - C9 N 18 C-6 _ o 1 Q i 60' 1 I I • I ' If x Q 48 r 10' 20' 20' 10' 20 7 ! I'' I �- -- - - - -- - =6_ --� I I I I _ I 1 60 L_ 11 it ! 1 ? f U If I 1 1 1t 19 0' 20' i ! � tom- i.- ' I••- � i 1 F- � i I I � 1 � I � owl I o� ow 13' 1 I 9�' it -owWATERFORD � ) 'I I 1 p w m W m w vi I I l i l I 34' .m STREET 0 00 -C14CO 'Co C14 "n ! - � o I I i 34' 11'I m (SEE SHEET 5) '• ��I ALTON"lo6 12 6 - 6$' I +� �_ ��_� COURT �� - STOCKDALE RANCH + NSI ;� �� �I (SEE SHEET 4) �ce DRIVE ^� (BY SEPARATE PLANS) CHICHESTER COURT CONSTRUCT MiN. 0.20' A.C. PAW G OVER MIN. 0.40' CL --11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T1=4.5 R=50 HORIZONTAL: 1"=40' \=RTICAL: 1"=2' 29.27' 33.65' 31.C6' ;;' 83' 46.32' ff I ON ON C!. R� ION vU E I I ON CURVE ON CURVE i ONr- CUR I taw o I.,v d� O i Co 0� I -w 00 v tem �i� 0::r-I�-vc�t�m� I JO r �m t0 Lai m c0 Juj tai JN ^ �m � WIC JW Jm 00 W T M `� d �t of d a0 M ` M M? n 000 n 0 sF Q OW M OtM M M M 0 ".YOO*O M O� N1 ON! �p d q�' �N cio ciQ EX/STfNG Gi+?GYIND PROf%LE Ar GLc7VTERL//dE OC°' fn J _- - -- _ _, -T ., - ""D - -. - --. N+ N+, N } N } N + N ✓r . . . . . . . . . . �� o .{p - - _ v^ . . . . . . . - -- - -- - -- -- - - - - - ---- - 0 - - -- - - - - -- - - -- - - w _ f�� _ -- -- -- - - -- - t r11)!_ d U- 1 t1� O J p4' p,,L, OW 00 350:._.:...:._.:...: :...:... :...:...:. N� :. :. .. �. #.... `. co +. :: 350 . 1 ... + + .. N .. r+� . ..M.. u . . . . . . /1 . �. . . . . . . . . . . . . . . . . . . _ _ - _ - _ . -� - OWE 0 2.' 1 TO JJ 0.52% NA1lIRAL GROI)AV :... .. .. ...�a.?g%....•...•. ....... ......348 348 . . . . . . . . . . . . . . . . . . . . .�. _ _ _ - NOTE: VERIFY �YJSTING LOCATION AND ELEVATION -4 ,0% VAEMW 1Z0KhW PR01W' IN FIELD, PRIOR TCF CONSTRUCTION ANC NCTI`-Y + ENGINEER IF TIi� ARE ANY DISCREPANCIES ......... ....... ...... ...... . . . . . . . . . . . . . . . . . . . . . . . . DESIGN fZ0#f1#Zr PROf&E . a +0.25 Q:849 . . , 7� - - 346 346 :...:...:......... ........... _ __ __ _ _ ........---.........C�w X7 -- - --- 1'0+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 32.98' 29.82' WEST FLOWLINE PROFILE3i'0E--i 31.83' 46.32' ON CURVE ON CURVE ON CUFVE I ON CURVE ON CURVE 1 II ? I M 00 t� m U d ei Ii^C� p ^m tD i O N CR m 0^0 � 000 C', O t� Il'm tp W tO m to Lq W t0 �f.) tD m'W �r "t X00 is Wm d d d �t st 001 M M M e7 t0 f oo M 17 W M �N M M tr? pM M p� Otflr j00 OCj q4 1/ v ga �tO oo o+ EXISTING GWQUND fROf11E AT arAITMI'VE d+ `" `� _ " - - , T "'`� - -_- -,- m N+ cv,� . . . . . . . . . �¢ . . . _ ...�r>:" .- - - - - - `_� - -T . . . . . . . . . . . . . . . . . . _ �� _ _ .�. } �,�/ - - .- - COLA- cq -- -- -- - - - -- -- -- - - - - - -- -LL. fu c.6,� LO 50 350:...:...:........................�..:++ :...:................_ .. ....� .. ........_...:- :...:.. : :. :. ... ..... ........................-.:.... :NATURAL 6rP0UN0 . . . . . . . . . . . . . . . . . . . . . . 348 348 :...:...:...:.......:..... .. t NOTE: VERIFY EXISTING LOCATION AND NOTF ON IN FIELD, PRIOR TO CONSTRUCTION AND NO F'' DE61pV tZOtWJNE�PRA9LE' +0 61% ENGINEER .if THERE ARE AN•Y DISCREPANCIES. 88� ' - . . . Igow/yr P�'Of7l� ... _ ±0.25% : + . �5% ; +fl.25% DE.SOV RON-INE PRf.'F1LE �. ........................................346 346 : ...:...:........ 10 ................................... 10+00 11 +00 .. ............12+00 13+00 14+00 15+00 \Vim �� ,� 17+00 18+00 1fi+00 EAST FLOWLINE PROFILE' so.2r�--;w CROSS -GUTTER U U-_ iSWwz�'LL'� w� �rO�Fz��+ Z a d�UF Zlrw� a �vsix�zuZ�>m�Q 1^011-OUp��uj OCw►"Z��pq<: a00PLu a qz~� �F - a Zj�tu -i� OUz� L tz�z a.a,zzo�? (3000cn0a-,O VEX 0 Vigo J1 oo~z��o20 Q pY q�uw' w < 1 -N0; Zt--�wpOJ uj6.Ud ti�Z p,. ZCOL"W1• zOw�Q 0 czaxwaotn= s w O Z x U O z z J cQ3s0wtz�tLLfdo„ U z a w a§ z z a uj �¢<0vH)oo z� YO•k��,.�� G3 Q Lou W D U w m m z d d Lj L] ow�Owww!i 9 a" oWw _af320)- Q�wpWLuC-))> 0W N ww03utami c� ---a a F-00 = z r--f1.nn d CURVE TABLE CURVE_T Cl C2 20.0 RADIUS {LENGTH DELTA 20.00' 29.27' 83'50'46" 33.65' 96'23'42" 'TANGENT I 17.96' 22.37' C3 1520.00" 150.39'; 5'40'08" 75.26' C4 1500.00'1 148 41 5'40'08" 74.27' C5 C6 _ 1480.00' 146.43' 5'40'08" 73.28' _20.00' 1 29.8 85'25'36" 18.46' C7 20.00 32.98' 94'28'37" 21.63' C8 20.00' 31.06' 88'59'22" 19.65' C9 20.00' 31.83' i 91'10'42" 20.42' C10 - 30.00'46.32' j 88'28'23" 29.21' (_) r t�D 20.00' i 31.06' 88'59'2.2" 19.65' _C11 -C12 5.00` 15.71' 1180'00'00"- -- U U-_ iSWwz�'LL'� w� �rO�Fz��+ Z a d�UF Zlrw� a �vsix�zuZ�>m�Q 1^011-OUp��uj OCw►"Z��pq<: a00PLu a qz~� �F - a Zj�tu -i� OUz� L tz�z a.a,zzo�? (3000cn0a-,O VEX 0 Vigo J1 oo~z��o20 Q pY q�uw' w < 1 -N0; Zt--�wpOJ uj6.Ud ti�Z p,. ZCOL"W1• zOw�Q 0 czaxwaotn= s w O Z x U O z z J cQ3s0wtz�tLLfdo„ U z a w a§ z z a uj �¢<0vH)oo z� YO•k��,.�� G3 Q Lou W D U w m m z d d Lj L] ow�Owww!i 9 a" oWw _af320)- Q�wpWLuC-))> 0W N ww03utami c� ---a a F-00 = z r--f1.nn d Z m CL 1S) {� L9J o W��N O � 'a W w ci >0 � (_) r t�D 0 cy) J_ ti r` N � t, e� uj U- W tr tY] cy „�t LU W W W C9 �.! p O U) (,4 l.L to 1LI « . Cr) r tui u, r w 0 cr tu_ N 1 o Q a \Y� Z CL L9J Cr w O � W o >0 � w cro cy) U) ti r` N � U U uj U- W U L].. W W C9 _j w w m 3 r u, UN> )LLQ' w cr tu_ 0 a 1 o Q a .ER 'p b/ Ail 3 �d VI) v C3 o -V (1� Z CL L9J Cr w O � W >0 � w cro cy) U) °- r` z � U U W U CK 1I I 1f 1 UA I k J1U1/1U 16 PA K) B No. 3012 SHEET a� E a G i G 31"1 COB RECORDS No. OF 6 SHEETS CONSTRUCTION NOTES aa] CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 1 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG, ST -5 (DATED 10/15) 03 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 & ST -7.1 (DATED 12/13) 0 CONSTRUCT WHEELCHAIR RAMP PER C.O.B- STD. DWG. ST -10 (DATED 12/14) 0 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DWG. NO. D-14. ❑fi CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. J SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) FL = 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. + to FUTURE l� °'cq LOT J FUTURE LOT o _ ® TYP - o ` i 0392 FUTUR - --o N -- 'MPR°VEMENTS �-f-f ;1- ��-1- ' 9 BDRY� 1cj 1 — 1 iii 4 SEE GRADING PLAN FOR SUMP DETAILS AND DIMENSIONS (DRAINAGE EASEMENT TO BE RECORDED BY SEPARATE INSTRUMENT, PRIOR TO FINAL MAP RECORDATION). FUTURE II LOT 1 FUTURE LOT >- O� Om CD "InI NN ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. •{} INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND XXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER_ O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. SO 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 SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) EXISTING EDGE OF PAVEMENT _j - C4 "- O 4 O � N O+ 00 N � J + O N I C14 2 r7 vwi 25' 1©' 1 + a � N i 1 i �- ll ©'Y j c1 I - 1' ,1, 347.65 s PI -FL U�1 C51�--tt N. 347.41 2 i Q C3 J + z C3 1 PI -FL b 4 TYP � - - } 1 � � 60' 4J ID 20' t� 20' 1 Q i 1 II 19 CHICHESTER$� N tf S COURT (SEE SHEET 3) rCD ff) ,,'a +N CQNtA- n 2 3 z c N 6 N + 5 0 N __ -+- v w (J1 G+ co CD o Nn V I — — — _-- _--------- ---- Q-- 2� -+� 31,_57,x; 0 r } r R1 � + R2 4. Ln Lp (3� o) +cm t� tri -1 S05°59'37"W R6 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. •{} INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND XXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER_ O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. SO 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 SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) EXISTING EDGE OF PAVEMENT _j - C4 "- O 4 O � N O+ 00 N � J + O N I C14 2 r7 vwi 25' 1©' 1 + a � N i 1 i �- ll ©'Y j c1 I - 1' ,1, 347.65 s PI -FL U�1 C51�--tt N. 347.41 2 i Q C3 J + z C3 1 PI -FL b 4 TYP � - - } 1 � � 60' 4J ID 20' t� 20' 1 Q i 1 II 19 CHICHESTER$� N tf S COURT (SEE SHEET 3) rCD ff) ,,'a +N CQNtA- n 2 3 z c N 6 N + 5 0 N __ -+- v w (J1 G+ co CD o Nn V I — — — _-- _--------- ---- Q-- 2� -+� 31,_57,x; 0 r } r R1 un + 7 R2 4. Ln Lp (3� G TYP t� N09'44'00"E R5 S05°59'37"W R6 S01 *38'43"E R7 N09'19'29"W 26.34' 45'43'49" 181706 C8 33.00' 16 ~qm U w 9 tV N fy mto 13 p chi. Z LL Iu Jm �tV F� O� RADIAL r R1 un + 7 R2 4. Ln Lp (3� r TYP t� T.+ 15+ N CA W ALTON COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL --1I AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T1=4.5 P=50 8 RADIAL BEARING R1 N07'36'57"E R2 N06`15'53"E R3 TYP t� N09'44'00"E R5 S05°59'37"W R6 S01 *38'43"E R7 N09'19'29"W 26.34' 45'43'49" 13.92' C8 33.00' 7s147' ~qm U w 9 J�04 C �•�Y fy �44 a N J RADIAL TABLE RADIAL BEARING R1 N07'36'57"E R2 N06`15'53"E R3 TYP R4 N09'44'00"E R5 S05°59'37"W R6 S01 *38'43"E R7 N09'19'29"W 26.34' 45'43'49" 13.92' C8 33.00' 7s147' ~qm U w 12 J�04 C �•�Y fy mto 13 p chi. Z LL , bN t -m �I -Jul to f r- r) � J 'q* Oi to am 00pe) LLI O. w F- 040 Ll- g�- o� fiL4 d. NV�N�* b v [V + d + 352. C,`Q, +N +N N+ 4v Nu_ N1u. a N J RADIAL TABLE RADIAL BEARING R1 N07'36'57"E R2 N06`15'53"E R3 N10'51'29"W R4 N09'44'00"E R5 S05°59'37"W R6 S01 *38'43"E R7 N09'19'29"W U O a z I to C> r 1-I U_ -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' CURVE TABLE _ CURVE ! RADIUS 31.83' 31.83' TANGENT C1 20.00' C2 2208.00' C3 2_0.00' 31.83 91"10'42" 561.22' 14'33'47" 31.06' 1 88'59'22" u C4 C5 !!2248.00; 2228.00 579.2_5't14'45'49" 52.54' I 1'21'04' 291.24' 26.27 ON CURVE I I ON CURVE 335.42' C7 3.00' 26.34' 45'43'49" 13.92' C8 33.00' 25.55' ` 44'21'55" ~qm U w JC � J�04 C �•�Y fy mto p chi. Z LL , bN t -m �I -Jul to f r- r) � J 'q* Oi to C14 00pe) LLI LU w F- o� Ll- g�- ¢ °D N �M a NV�N�* b v w ; _> V LA -Dw 352. C,`Q, ...11 N+ 4v EX/SAWN CWWO PR(Jf7L£ AT G NT£RVN _ ._ � .Ni _ ,�N . . . . . - --- -- --- . . . . . . . . . . . - - - - _ - N - -- --: 352 N6.� - - - -. -- - - -- - - - �� t`J _ - -- -- _ -- -- - - - - - -- - O 1� 1. _ td 1+. - -- - - --- -- -- - -- -= ct `.- _ :. .-. . .-. . . . . . . . , . . . . . . . _ . . . . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . _ . . . . . . . . . . . . . . _ . . . . . . - - - ' - ....N to N. N .N 350\`x :___: ....: ....:..........__. 350 .................° ._.. ........._........:._...._.........._...._:_..:_....._..........._......_ .-.........._..._............:_......: __.. .................... +0:35% - - \. ...... ..... ... .... .................................... _ ....... ..._.............. ...................._. : �p.35 ........I.._..... ... _ 348:....:...: _ ..:. - .. : ..: +o.00� _ -ho.2 �� ��S16W/zd�irniEn�ri�.......................................................... �: 34$ r•��I-0.50% . _ _ - - - - _ _ 19+00 . . . �� 20+00 21 +04.. • . • • . . . . . _ . . . . . . . . . . . . . . _ • _ . - _ . • •22+00• .. • ..... • 23+00 24+00 25+00 . - - - - - - - . . . . . 26+00 . 27+00 TEMP SUMPi .0 ' NORTH FLOWLINE PROFILE ON CURVE ora a a urU I-�Uttoo UN ON S 11 oc �> Cm9 a`Q: N Uf 2 fid^ Oma N W mdt`- [L'W i1] �m�! {�.Q-rn -- Q n00 OW +� pef- M t+7 t7 L7in t7 O �{� rn � �� t� t[) 0) 352 bfn •.� `.O boi - N + ...... Or "' N + ,..� . _ . _ _ . .. N + M p d 3 52 re)f'))Coco M_1 - IING �RLVNIJ - IJIF1LE` N� & PR Ar r�u ,.. - - - -- - — . . - -- . . . . . . . . . . . — -- - - --- - -_ N - .-- .. Oiw . t7� M�'- _ - - -- - - - -: - - - _ - -- : - -- - - _ : : : _cT1 : w . . . . . . . . . . . . . . 1Nn" ++ + - + - - -� - - _ - T �. r r - _ - ....... ..... .... . . . . _ _ . _ _ . . .. -_ . _ . -. . . . . . - . _ . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • . _ . . + rn + . . . . . . . . . . . . . . . . . . . 350'x.......:_....... . ...:_ _: .... .......:...........:_...._.:...................:_............._..... ...... :........................._..._.....:_. ... .............. .. ..... 350 \.............. ..... .: ._. ..,:......_....._....---........ _..__................. .._.. .................. . +0.35%. ....._..±0.35%... ........ 348 :...\:\ ............ ..... ............. :...:...._..........:...:._ �0.:'S% :...:.._:...:...::...:...:...:._.:...:...:_..:...:_.. :...: 348 _ ...:. . �.�cry FLDIi'1lME" PR4FlLE' 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 SMP SUMPS SOUTH FLOWLINE PROFILE CURVE TABLE _ CURVE ! RADIUS LENGTH ! 'DELTA TANGENT C1 20.00' C2 2208.00' C3 2_0.00' 31.83 91"10'42" 561.22' 14'33'47" 31.06' 1 88'59'22" 20.42' 282.13' 19.65' C4 C5 !!2248.00; 2228.00 579.2_5't14'45'49" 52.54' I 1'21'04' 291.24' 26.27 C6 12228.00' 665.84' 17'07'22" 335.42' C7 3.00' 26.34' 45'43'49" 13.92' C8 33.00' 25.55' ` 44'21'55" 13.46' C9 4200' 197.97' 1270'03'47" 41.95' 9 li L 1:3Lu ww t w wzL W%-Vwm I. �OE>-'C� ji~ z UJ 3: f pLL� 9Ozc �2 ID Lu =o�wmLu ihF'7-I.-cp �L a�81 z�c <0w= r5: a z a~ 1- 6e 05' 3- IL � 6 6eO3-ti2�i6 0. t+bwY WAN L 0 O L ww> >O�?z� Lu twLL�'Zzy��c 0§E 0 3 w w E Zwp-0;; ZpwWwLL— O z s 0 �uc t=4 0Z =t0 U U W � V ` }-Z 5,05?��G t�'�twn�aVwi, cnwq�C�z¢O- o>.00�am[ - vi -iww mamowwi` z8j!5o_� a wp0.'1�L WCL W Q OCL Z> w Z5 C'o c�w0wZ-TC R_j - Lu : -0 U) W 0 6 L.L., W I� 0 W cr7 rn� Z Y - i' N W cy3 � � o V .t Z w in N w to Ul Z 1) C) Z - M w N CD 0 Q � N r- 1 � z '\ 9 0 r a C �•�Y fy N p L�i. LL , UJ LLI LU w F- w Ll- a a NV�N�* b v w ; _> V LA -Dw 0: C,`Q, � - /0:1d * to z 0 a _ll ( DATE--- 3!0212018 PA JOB No. 3012 SHEET ll CD COB RECORDS No. OF 6 SHEETS CONSTRUCTION! NOTE ❑1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Ul CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) F-31 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 & ST -7.1 (DATED 12/13) ❑4 CONSTRUCT WHEELCHAIR RAMP PER C.0 -B. STD. DWG. ST -10 (DATED 12/14) ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. © CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) FL = 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. -C7- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B_ STD. DWG. ST -23 THRU 26 AND XXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST --22. Os 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 SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) -- - - - - -- EXISTING EDGE OF PAVEMENT if w FUTURE I oC) o� o orn ui LOT I FUTURE a cc,; u, w o CA / LOT FUTURE ao � - - - - - I - LOT rnoj dN / I NM 00 {^ U-) U - 00 I 1 I NN I N N II FUTURE I LOT `t 2 I IMP T'JRE A3 �Ml:NTS c1 I }BOR 8 1- `0 o U TU R E LOT II II r II I I! I I I I +�NZ R1 (C4 25+12.5'7 1 N06'15'53"E J� Jc6 Z N r% II I FUTURE I /L - CL INT- Otn OU LOT I _ cO - ---- ---- _------�- --_ Or OJ V 271.22' C5 C6 03.00' 1 N 13.32'23'07'3?' 219.97' 16.89' C1 6.75' 313.90' 8.64' a 0 - 56.78' SEE GRADING PLAN FOR SUMP DETAILS Np NU d 2588.00' 20.00' 250.52' 30.35' AND DIMENSIONS (DRAINAGE EASEMENT TO d 2 C11 20.00' BE RECORDED BY SEPARATE INSTRUMENT, J %n >_ C12 PRIOR TO FINAL MAP RECORDATION).{'p U-) 1i 132.20' C13 3a LO nuj "0 21.63' C14 O'er Ox 4 TYP ' I52' zz 1. C15 2588.00' 134.77' I Ow _+ 2568.00' 2568.00' 2568.00 167.61' 342.38' 344.19' �o 83.84' 171.45' 172.35' N NN 3 CVO ON `n + 04 N I48 �° �� .,'� �� cr U Z On' pU p 8m 4N017 NN N t7 ±J � � Nli 3&L" 23 N 1cli s� 24 25 RADIAL +�NZ R1 (C4 25+12.5'7 1 N06'15'53"E J� Jc6 Z N r% N09'44'00"E CL INT- Otn OU -_....--._..._-.-_._ _ cO - ---- ---- _------�- --_ Or OJ V 271.22' C5 C6 03.00' 1 N 13.32'23'07'3?' 219.97' 16.89' C1 6.75' 313.90' 8.64' N v 33.00' 56.78' 98'35'20'_' Np NU d 2588.00' 20.00' 250.52' 30.35' 5`32'47" 86'57'27" 4 TYP C11 20.00' 31.89' !_ _------ --- --- 2 20.48' C12 � 04 U-) 5`50'55" 132.20' C13 JI LO nuj "0 21.63' C14 I 4 TYP ' I52' zz 1. C15 2588.00' 134.77' I Ow _+ 2568.00' 2568.00' 2568.00 167.61' 342.38' 344.19' 3'44'23" 7'38'21" 7'40'46" 83.84' 171.45' 172.35' N NN 3 1 `n N N I48 �° ►i � 8' 1 �' t s' 8' 39 II ,) W I 10 60' 20 20 10' co c`! CDin { 1 8d o- w + o m CHICHESTER I w COURT 20 M + POLSON (SEE SHEET 3) _1 21 22 It +i COURT 00 � +N +N ' +�j (SEE SHEET 6) +N ,...t Nti ' I Ni I O Nii I {AL� IU --j - )c_j co C2 'qmTyp 5:1 { - - =_ K, 23 N 1cli s� 24 25 WATERFORD STREET CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENS17Y TI=4.5 R=50 RADIAL TABLE RADIAL BEARING R1 (C4 25+12.5'7 1 N06'15'53"E 2 - - _ + N r% N09'44'00"E CL INT- r Ln S01'38'43"E -_....--._..._-.-_._ _ cO - ---- ---- _------�- --_ _-----`--- 1 1 I 271.22' C5 C6 03.00' 1 N 13.32'23'07'3?' 219.97' 16.89' C1 6.75' 313.90' 8.64' N v 33.00' 56.78' 98'35'20'_' 38.36' C9 C10 2588.00' 20.00' 250.52' 30.35' 5`32'47" 86'57'27" 4 TYP C11 20.00' 31.89' !_ _------ --- --- 2 20.48' C12 2588.00' 264.17' 5`50'55" 132.20' C13 JI 32.9_8' 94'28'37" 21.63' C14 I 4 TYP ' I52' 17.96' 1. C15 2588.00' 134.77' I 67.40' 8' 18'1 18' 8' 1 2568.00' 2568.00' 2568.00 167.61' 342.38' 344.19' 3'44'23" 7'38'21" 7'40'46" 83.84' 171.45' 172.35' 1 `n 52' I48 �° 47 8' 1 �' t s' 8' 39 II U 8d o- w u `` o m CHICHESTER I w COURT _54,,�� POLSON (SEE SHEET 3) �� �N � +i COURT 00 � +N +N +�j (SEE SHEET 6) +N ,...t Nti NLL 3 Ni I Nii WATERFORD STREET CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENS17Y TI=4.5 R=50 RADIAL TABLE RADIAL BEARING R1 N07'36'57"E R2 N06'15'53"E R3 N10'51'29"W R4 N09'44'00"E R5 S05'59'37"W R6 S01'38'43"E R7 N09 -19'29"W CURVE TABLE vlo CURVE RADIUS LENGTH DELTA TANGENT Cl 2548.00' 121.96' _ 2'44'33" 60.99' C2 C3 120.00' 20.00' 33.65' 29.82' 96'23'42" 85'25'36' 22.37' 18.46' C4 2548.00' 540.40' 12'09'06" 271.22' C5 C6 03.00' 33.00' 84.00' 13.32'23'07'3?' 219.97' 16.89' 150'02'15" 29'19'56" 6.75' 313.90' 8.64' C8 33.00' 56.78' 98'35'20'_' 38.36' C9 C10 2588.00' 20.00' 250.52' 30.35' 5`32'47" 86'57'27" 125.36' 18.97' C11 20.00' 31.89' 91'22'18" 20.48' C12 2588.00' 264.17' 5`50'55" 132.20' C13 20.00' 32.9_8' 94'28'37" 21.63' C14 20.00' 29.27' 17.96' 1. C15 2588.00' 134.77' _83'50'46" 2'59'01" 67.40' 1 C16 I C17 C18 2568.00' 2568.00' 2568.00 167.61' 342.38' 344.19' 3'44'23" 7'38'21" 7'40'46" 83.84' 171.45' 172.35' J� 0 0) O N to N 27 N 26 J (71 O - 28+47.17 ^� - C5 WITNESS CORNER CL C9 - 503A7 8i . . ....... a ro G7ck� Ot% to N.- 0) 4M �+ rn� + N NLLi W 8' ' 18'; + 11 I I�lj MENLO COURT (SEE SHEET 6) ON CURVET ON CURVE to a0 11 m r- x It x 't i� � it N II � l> 00 I O -t N ^U -t U co U cfl d . -* d N _jd CC> J C Cp co J {ipp w c6 M C6 J ti' to CO c0 Q i 00 M c! a Kt w d' � * an d �td. 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ST -5 (DATED 10/15) ❑3 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 & ST -7.1 (DATED 12/13) ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10 (DATED 12/14) 05 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. [] CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. ❑7 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. SAWCUT TO NEAT, CLEAN VERTICAL FACE, THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. Q INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) FL = 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. cn1Q NC, NIr n rn Q Go ,.1 ml M' + a ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. -O- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND XXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. U CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. O 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 SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) -=` - -- EXISTING EDGE OF PAVEMENT POLSON COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL --II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 7I ` WATERFORD STREET (SEE SHEET 5) rnno--z HORIZONTAL: 1"=40' VERTICAL: 1"=2' RADIAL TABLE V � w a °O cfl U �- ORD N o RADIAL BEARING R1 N07°36'57"E R2 N06'1 5'531 R3 I N10"51'29"W R4 N09'44'00"E R5 S05°59'37"W R6 S0138'43E R7 N09'19'29"W WATERFORD � ,f fr It � tl 11 STREET 3 W a_ w� �-- M d 10 00 o m p (SEE SHEET 5) rn a) N+ + `60' 1 28 Im- o mu t N + + + 1 i CS to O� 1 FL 13+88-55 + � i rn + + 35 38 37 38 27Tct YP C5 tt ap iUL� t 1 ,DC7 F{ w t _ ` 3X33 7S N ' G( l0+ O.Wy 34 C1 UO -- - - -+-" S00'35'45"W - - 12+81.45 _ D °o WITNESS CORNER FZ 1 i2+91-45 o CL INT. a� o Pa 28 k�0 5 3 TYP 2 --- S 33LQ 32 0 31 0 30 29 + "' r� + rn + + w J it ry H 0 Lo� o rnm 06 ow Om NcliQ , q �� C400 00 d0 Q } 6+ 1 T F r-_ co;: OU- Ou_ ±� MENLO COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL --II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. 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