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HomeMy WebLinkAbout1.1-7317 Ph 1 Record DrawingREVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: t _ ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER C 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: w n THE BEARING OF NORTH 89'2757" WEST FOR THE NORTH UNE 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 7317 (PHASE 1) BAKERSFIELD, CALIFORNIA LEGEND CL-- CENTERLINE DWY-- w n FL- FLOWLINE 0 3w k=tn a �n w0 Q,S Q�� END CURB RETURN PI--- POINT OF INTERSECTION 4 u' STOCKDALE HIGHWAY V Q� BEGIN CURVE i I � POVC- 1 TRACT ©� BEGIN VERTICAL CURVE EVC- 7240 PRC-- POINT OF REVERSE CURVATURE P�c� POINT OF COMPOUND CURVATURE POC-- POINT ON CURVE GB- GRADEBREAK HP-- HIGH POINT dQ,J�o ¢o>aaPWr IWr F -V ZOF-r5 Hc _ 0 aan=F-Qror��n -jo UaZUFoW PROJECT SITE NORTH HALF OF WiE DOWLL-2L�O� SECTION 3 NORTH HALF OF T.30S., R.26E. SECTION 4 T.30S., R.26E. KERN COUNTY WATER AGENCY VICINITY MAP NO SCALE 7317 (PHASE 1) BAKERSFIELD, CALIFORNIA LEGEND CL-- CENTERLINE DWY-- DRIVEWAY FL- FLOWLINE 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- GRADEBREAK HP-- HIGH POINT MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES, STREETS LOCAL STREET 0.20' A.C./0.40' A.B. 6" CURB .AND GUTTER CONCRETE SIDEWALK CONCRETE DRIVEWAY CROSS GUTTER MEDIAN CURB SURVEY MONUMENT ENCASEMENT METRO STREET NAME SIGNS TRAFFIC CONTROL SIGNS WHEELCHAIR RAMPS LED STREET LIGHTS SAWCUT SHEET No. INDEX CD TITLE SHEET OO GENERAL NOTES O TYPICAL SECTIONS O CHICHESTER COURT ® ALTON COURT O WATERFORD STREET ® POLSON COURT 0 MENLO COURT 2,812 LF 106,795 SF 5,390 LF 18,750 SF 10,200 SF 1,493 SF 116 LF 10 EA 7 EA 3 EA 10 EA 8 EA 46 LF LEGEND (D SHEET INDEX NUMBER Z �WD:Z Du-omo<w DIRECTION OF DRAINAGE O CONCRETE MONUMENT - EXISTING STREET NAME SIGN p 5800 LUMEN STREET LIGHT CCB#12 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN 0 EX. CONCRETE MONUMENT IN LAMPHOLE RECORD DRAWING BY: FRED W. PORTER, RCE 3344$ hxto SWPPP NOTE DATE IF THE PROJECT 1S SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NC110E OF INTENT" (NOI) TO 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 AND 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 DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5-15C381902 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 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STREET _ 'EMPOR I C Y SUMP I 11 I I FUTURE- .� _ s� PHASE 3__ 8 9 2 34 5 6 �� —ALTON 4 _ COURT _ 0 Fti ' ' — t 3 12 Q Z r C-4 — 17 16 15 14 � W 15 l- I LLJ (f-) Z w 0 _T - ry J Jr I 3; 22 23 24 25 26 27 28 I z I C~J w J� z _< cr _ 29 D= - 5 _ J � L .� I m m L- -- -- i I 47 00 39 38 0 30 I UJT- i i 46 640 37 6 31CL ("o 0 36 32 45 ' 41 -N d z M C3) Lo QD UJ Z I= <Lu pm 0 Q) ID (D <N ul r^(� 0Z$ UJ IDCe) Z �o Of UJ ui 3 0 ,_4 LLL w a N CL u. W = w �m Z Lu w w �U) O Lu I- W W m U) w rDATE 3/02/2018 44 42 35 33 I I iiiPA JOk_1 No. 3012 43 34 i - -- - ------------------ I ----- 1 KEY MAP SCALE: 1'=200' COB RECORDS No. OF 6 SHEETS 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 CONSULTANTS 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 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 (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 NTH 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 2%. 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 IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. COB ASPHALT CONCRETE PAVING NOTES (CONTINUED) CI 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 1 FOR 3/4" MAXIMUM, MEDIUM GRADING. � � w w 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CiTY ENGINEER. THE ASPHALT BINDER SHAz_L CONFORM TO THE EDITION, REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(6), "GRADES," OF THE STANDARD ❑ SPECIFICATIONS. DESCRIPTION 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR iN STD. NO. ACCORDANCE NTH 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. O �_. �� Z n', w z a u r= z � w o 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: of A A LIST OF AGGREGATE AND ASPHALT SOURCES. COMBINATION SIDEWALK B DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE RrvQUIREMENTS OF Q' 0-rD SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS ST -1 AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RES':JLTS SHOULD NOT ❑ BE OLDER THAN ONE (1) YEAR. ALLEY CROSS SECTION C AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON D-10 WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MiX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF w ui w 3 J �, = g z_ THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQU.REMENTS OF COMMERCIAL DRIVEWAY SECTION 39-2.02, `AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED ST -13 SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO ** THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRE`E MIX DESIGN. DRAINAGE BASIN 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW C CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND FT A MINIMUM CUL-DE-SAC OR KNUCKLE) DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 1 • 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; CA HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4,01, 'SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALT_ BE MET, z►-c>� a ! 'w,z v � a00���iw<� 8. THE AREA TO WHICH PAINT BiNDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID RESIDENCE CRIVEWAY TRACKING BiNDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. ST -15 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. ❑ 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDIT10NAL ASPHALT CONCRETE „ CATCH -BASIN, TYPE "A-1 SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ca ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. ❑ 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE STREET KNUCKLE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE: LONGITUDINAL D-16 DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHiCH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF R/W_, NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH HOUSE NUMBER FOR CURBS ❑ LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANDSCAPIN LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE SW -4 CONFORMS TO FACILITATE THE REMOVAL, OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. a z 6 9 0 g -0 0 o � � w ST -6 BATED COMBINATIO 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE - SIDEWALK CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED SW -5 WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF - w w w o _ Lt 8 = a o a w z Z A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE CROSS -GUTTERS SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ST -19 ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER STREET SIGN, POST TYPE THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ST -8 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. PRIVATE STREET GATES 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 9L PERCENT OF THE T-3 MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING g Q ¢ `� W z i'5 0 o z o z it ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING STREET SPECIFICATIONS OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE ST -21 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 MINIMUM ACCESS DES{GN MEETS THE IN-PLACE DENSITY REQUIREMENTS. ST -10 TY STANDARD PLATES CITY ❑ ❑ ® ® ❑ n 15.50 15.50' � � w w 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<4 w w z w ¢ Fpp o uj STD. N0. DESCRIPTION CITY STD. NO. DESCRIP11ON CiTY STD. NO. DESCRIPTION O �_. �� Z n', w z a u r= z � w o c- W -�--- LCOMBNALONCOt�BiWALON of o� COMBINATION SIDEWALK : Q' 0-rD �tn212 -0�z I1m z so w ST -1 CURB AND GUTTER (TYPE A","B' AND "C") ❑ ST -12 ALLEY CROSS SECTION ❑ D-10 SIDEWALK UNDERDRAIN w ui w 3 J �, = g z_ ST -2 COMMERCIAL DRIVEWAY ® ST -13 SURVEY MONUMENT ® D-11 DRAINAGE BASIN W SOS=wcn Vii_ O 0 z X g 0 _ �F ST -3 SIDEWALK CUL-DE-SAC OR KNUCKLE) 5T-14 **STREET LIGHT, MAST ARM TYPE ® D-14 CATCH -BASIN, TYPE "A" z►-c>� a ! 'w,z v � a00���iw<� ST --4 RESIDENCE CRIVEWAY ❑ ST -15 CUL-DE-SACS ❑ D-15 „ CATCH -BASIN, TYPE "A-1 z L �- *- i5 z,� r; a 0 � m ca ❑ ST -16 STREET KNUCKLE ® D-16 GUTTER DEPRESSIONS w Y o . cl z a W- w c,j m z ST -5 HOUSE NUMBER FOR CURBS ❑ ST -17 WIDE CROSS -GUTTER [] SW -4 MANHOLE, TYPE "A" WITH DROP CONNECT ON a z 6 9 0 g -0 0 o � � w ST -6 BATED 1/11/99 PAVEMENT PATCHES ® �� ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE M","M--1" AND M-2") ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS w w w o _ Lt 8 = a o a w z Z ST --7 CROSS -GUTTERS ❑ ST -19 HANDICAP RAMPS T-1 STREET SIGN, POST TYPE "- M, Oz w o O g u. - z - cn _ .. ST -8 26 INCH PART CIRCLE CULVERT ❑ ST -20 PRIVATE STREET GATES ❑ T-3 MAJOR COLLECTOR TRANSITION g Q ¢ `� W z i'5 0 o z o z it ST -9 STREET SPECIFICATIONS ❑ ST -21 REFUSE CONTAINER PAD ® T-12 MINIMUM ACCESS DES{GN 0 w w w � owc o z F5 00 ST -10 STREET SEC -IONS ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION ® T-34 DATED 09/99 TRAFFIC SiGNAL INTERCONNECT - WIRING � o a F=•- w o 0 . a, U z F w z z u 0 ST --TOA STREET SECTIONS REQUIREMENTS AND PULL BOXESLL w - c, a Q ST -11 STREET CROSS SECTIONS a § > v w `EJ u p w 55 cnujD �Z- 0ZOrr., a w _r 0u.a� FIBERGLASS STREETLIGHTS NOT ALLOWED 0 F 0 AL TRANS STANDARD PLANS N = a > 201'x -Q> 0� fr=U o o ,� THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OB -AIN LATEST EDITION THEREOF) 0��W W Wc�n� w a Q o z > m -7, LTRANS STD. PLAN DESCRIPTION CO wow Z z U z .� '7-s' Q ,'n Q RSA A88A & B (2006 EDITION) CURB RAMP DETAILS cc 20 cc i `�" w i o c w 7ZZ t -r -Oar -0 Ir M z w Z J jo I }.-- - 5X6.1' - --- ------ o G N n 15.50 15.50' _• t1�6 :4-- - 15.50' - - - 15.50' 3.5' 3.5' R/W -5 3 F� R/W R fW CONCRETE `t `14 LANDSCAPING I o LANDSCAPING i �; i 1- �.IIx i k ` I CONG,ET_ ~ice LANDSCAPING c- W -�--- LCOMBNALONCOt�BiWALON of o� COMBINATION SIDEWALK : Q' 0-rD x L J 18' 5 18 4 THICK CONCRETE S �. ' E _ - 1.S 5. 2.4' - 4" THICK CONCRE __ 24' 7' 24' (TYP) - - :4 - -- -- 7' --� (TYP) s" THICH caNCRETE- (TYP) 60' RIGHT--OF-WAY a 6" THICK CONCRETE (TYP; 52' RIGHT-OF-WAY _ (NON CUL-DE-SAC OR KNUCKLE) ( NON CUL-DE-SAC OR KNUCKLE) a DRIVEWAY DETAIL � DRIVEWAY DETAIL R/W C /L R/W 26' -- 26' t 1 1 ; i FINISHED PAD 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR i 3' THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT 1 2 % - 2' T`P. 2' rYP } c 69.8 FINISHED PAD MORE THAN 9 * 6 0, M 1 DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. �` -AX *1.5AA 1 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A, A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR * SEE 110-B. STD. D'NG. ST -11 B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBFTITUTED WITH FOR SLOPE PARAMETERS '--GRADE LINE PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL. AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING iS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITiONFL 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 SEC11ON 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SFALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHAH BE EITHER ASF+ALT 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 STAPDARD 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 C£NENT 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 3RADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE 7NGINEER. 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. ST RW 110' LANDSCAPEI EASEMENT** I I I I CL I NG X 2 2' T1 s 21 1 MAX \ K x7/ �`•%7J\7/ NG F 11' CONSTRUCT MiN. 0.20' A.C. PAVING OVER MIN. 0.45' CRUSHED AGGREGATE BASE OVER MiN. 1.00' NAT. GRD COMPACTED TO 95% MAX. DENSITY T1=4.5 R=32 52' RIGHT -OF --WAY TYPiCAA LOCAL STREET SECTION n� NOT TO SCALE d z to j 0 LIJ _ E ' 5- N C>ci to ce C0 N W ».7 CD Lu cL_ c7 �V z q Lim 0 cr) CJ UJLLj M hl (0 0 CLL c�,.1.� - 15.5 -- 15.5 f 4 6' 4.5E - - Z 6" TYPE "B" CURB < GUTTER �E" THICK CONCRETE /' '1.0 / W/ 4.5' WIDE SIDEWALK � �� � /k (TYP) COMPACT UNDER CURE, GUTTER AND SIDEWALK (TYP.) 3" MIN. TO 90% MAX. DENSITY. Y, i - - --� ` aUJ R/W / I R/W - LANDSCAP NG L__, W LANDSCAPING I ,,z � '-� _� � \ �VJ J r l aMBlraaT+CNa srE�.vAL CUL--DE-SAC OR KNUCKLE 4" THICK CONCRETE *� DRIVEWAY DETAIL (TYP) L R/W C iL R/W 3' LANDSCAPE - 35' - - -- 35' --- -- �3' LANDSCAPEEASEMENT EASEMENT 3 10' - 25' 25' - -- 10-- 3 W W t PROPOSED I BLOCK WALL 0 -4- 20 10' WIDE MEDIAN - 2G' o 1 0 v FINISHED PAD 1 2' TY'. ooff ooff I 2' TYP. �- 1 FINISHED PAD 5/a�3.410 4.o I i !fes i' .'- r l i�1i■ K _ ¢.> PROPOSED BLOCK WAIT- (BY SEPARATE PLANS) GRADE LitdE * SEE C.O.B. STD. DWG. 5T-11 6" T''PE "B" CURB & GUTTER t i FOR SLOPE PARAMETERS CONSTRUCT MiN. 0.20' AC. PAVING OVER ' W/ 4.3' WIDE SIDEWALK Lu MIN. 0.45' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACT UNDER CURB, GUTTER uj W COMPACTED TO 95% MAX. DENSITY AND SIDEWALK (TYP.) 6" MIN. TO Z TI=4.5 R=32 90% MAX. DENSITY. cr o Lu ST ST ,�'�- 1�� 70' RIGHT -OF --WAY CL Rw PROPOSED �� TYPICAL LOCAL STREET SECTION T CD 13' MULTI -USE BLOCK WALL 0.5' '� vi - TRAIL EASEMENT**� 2' 2' 2' I 1 2' ^' NJ' T ' SCA':_E -- 45' RIGHT-OF-WAY* 45' RIt;HT-OF-WA."` '1 , RECORD DRAWING ---- N FL 0 L 34' 34'%. � o 6' 5, 6, I I'� / a � j 12' MULTI -USE TRAIL t�\ // ` ! moi' �' ✓ / /�l f _/ �'_ `' II NG DATE 6" CURB & GUTTER 6" CURB & GUTTER 2;'1 BY: FRED W. POORER, RCE 33448 EXP. * 5%- 27: �� / R/W R_W *1.5%- 3.5% _ - - - _ 1--- _ %------- � MAX ` i - ----- -- - -----� ° NG30' 4,44o-, �� f AREA DETAIL ► 1-' _� NOT TO SCALE ' cl' 20'------- 2' 0' ----- - -20' ;0' i 2' � � N i- ` FINISHED PAD g'� ' T tkP� FINISHED PAD PER TRACT 7317--STOCKDALE RANCH DRIVE (CONSTRUCTION PHASE A STREET PLANS) �.t�'�� �a 2' TYP. I Yp }-- APPROVED 12--08-2017 2 z TYPICAL CROSS-SECTION 47. 2 2 AX tD 6 2M A STOCKDALE RANCH RIVE +1�` SEE C.O.B. STD. DWG. ST -11 a - - -�- 6" TYPE "B" CURB &GUTTER ,., NOT TO SC ALE ` = ! FOR SLOPE PARAMETERS GRADE LINE �, W/ 4.5' WIDE SIDEWALK DATE - t = PA JOB No. 3012 *- EXISTING RIGHT-OF-WAY AS DEDiCAT=D ON PARCEL MAP 12062-1 <<;.. / CONSTRUCT MIN. 0.20' A.C. PAVING OVER ---- - FILED FEBRUARY 22, 2016 IN BOOK 60 (F PARCEL MAPS, AT PAGE 76 IN COMPACT UNDER CURB, GUTTER _-__-- 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 � SHEET / COMPACTED TO 95% MAX. DENSITY 90% MAX. DENSITY. **= EXISTING ADDITIONAL RIGHT-OF-WAY, LANDSCAPE EASEMENT AND `1 / TI=4.5 R=32 m MULTI -USE TRAiL EASEMENT AS DEDICAP--D ON PARCEL MAP 12232 FILED - -- / ° OCTOBER 3, 2017 iN BOOK 60 OF PARCEL MAPS, AT PAGE 192 IN THE AREA D TAiLE '�u OFFICE OF THE KERN COUNTY RECORDER T TO SCALE 60' RIGHT-OF-WAY% CN TYPIC LOA STREET S CT ON , "� / 1 -� E c N/T TC� SCA:,_ COB RECORDS No. y DF 6 SHEETS _• t1�6 w Q c- W : Q' 0-rD x L J �`. z "' z ui w W L a _ I o a � �v A c� 00 off' > ca d c, W c�,.1.� - 15.5 -- 15.5 f 4 6' 4.5E - - Z 6" TYPE "B" CURB < GUTTER �E" THICK CONCRETE /' '1.0 / W/ 4.5' WIDE SIDEWALK � �� � /k (TYP) COMPACT UNDER CURE, GUTTER AND SIDEWALK (TYP.) 3" MIN. TO 90% MAX. DENSITY. Y, i - - --� ` aUJ R/W / I R/W - LANDSCAP NG L__, W LANDSCAPING I ,,z � '-� _� � \ �VJ J r l aMBlraaT+CNa srE�.vAL CUL--DE-SAC OR KNUCKLE 4" THICK CONCRETE *� DRIVEWAY DETAIL (TYP) L R/W C iL R/W 3' LANDSCAPE - 35' - - -- 35' --- -- �3' LANDSCAPEEASEMENT EASEMENT 3 10' - 25' 25' - -- 10-- 3 W W t PROPOSED I BLOCK WALL 0 -4- 20 10' WIDE MEDIAN - 2G' o 1 0 v FINISHED PAD 1 2' TY'. ooff ooff I 2' TYP. �- 1 FINISHED PAD 5/a�3.410 4.o I i !fes i' .'- r l i�1i■ K _ ¢.> PROPOSED BLOCK WAIT- (BY SEPARATE PLANS) GRADE LitdE * SEE C.O.B. STD. DWG. 5T-11 6" T''PE "B" CURB & GUTTER t i FOR SLOPE PARAMETERS CONSTRUCT MiN. 0.20' AC. PAVING OVER ' W/ 4.3' WIDE SIDEWALK Lu MIN. 0.45' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACT UNDER CURB, GUTTER uj W COMPACTED TO 95% MAX. DENSITY AND SIDEWALK (TYP.) 6" MIN. TO Z TI=4.5 R=32 90% MAX. DENSITY. cr o Lu ST ST ,�'�- 1�� 70' RIGHT -OF --WAY CL Rw PROPOSED �� TYPICAL LOCAL STREET SECTION T CD 13' MULTI -USE BLOCK WALL 0.5' '� vi - TRAIL EASEMENT**� 2' 2' 2' I 1 2' ^' NJ' T ' SCA':_E -- 45' RIGHT-OF-WAY* 45' RIt;HT-OF-WA."` '1 , RECORD DRAWING ---- N FL 0 L 34' 34'%. � o 6' 5, 6, I I'� / a � j 12' MULTI -USE TRAIL t�\ // ` ! moi' �' ✓ / /�l f _/ �'_ `' II NG DATE 6" CURB & GUTTER 6" CURB & GUTTER 2;'1 BY: FRED W. POORER, RCE 33448 EXP. * 5%- 27: �� / R/W R_W *1.5%- 3.5% _ - - - _ 1--- _ %------- � MAX ` i - ----- -- - -----� ° NG30' 4,44o-, �� f AREA DETAIL ► 1-' _� NOT TO SCALE ' cl' 20'------- 2' 0' ----- - -20' ;0' i 2' � � N i- ` FINISHED PAD g'� ' T tkP� FINISHED PAD PER TRACT 7317--STOCKDALE RANCH DRIVE (CONSTRUCTION PHASE A STREET PLANS) �.t�'�� �a 2' TYP. I Yp }-- APPROVED 12--08-2017 2 z TYPICAL CROSS-SECTION 47. 2 2 AX tD 6 2M A STOCKDALE RANCH RIVE +1�` SEE C.O.B. STD. DWG. ST -11 a - - -�- 6" TYPE "B" CURB &GUTTER ,., NOT TO SC ALE ` = ! FOR SLOPE PARAMETERS GRADE LINE �, W/ 4.5' WIDE SIDEWALK DATE - t = PA JOB No. 3012 *- EXISTING RIGHT-OF-WAY AS DEDiCAT=D ON PARCEL MAP 12062-1 <<;.. / CONSTRUCT MIN. 0.20' A.C. PAVING OVER ---- - FILED FEBRUARY 22, 2016 IN BOOK 60 (F PARCEL MAPS, AT PAGE 76 IN COMPACT UNDER CURB, GUTTER _-__-- 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 � SHEET / COMPACTED TO 95% MAX. DENSITY 90% MAX. DENSITY. **= EXISTING ADDITIONAL RIGHT-OF-WAY, LANDSCAPE EASEMENT AND `1 / TI=4.5 R=32 m MULTI -USE TRAiL EASEMENT AS DEDICAP--D ON PARCEL MAP 12232 FILED - -- / ° OCTOBER 3, 2017 iN BOOK 60 OF PARCEL MAPS, AT PAGE 192 IN THE AREA D TAiLE '�u OFFICE OF THE KERN COUNTY RECORDER T TO SCALE 60' RIGHT-OF-WAY% CN TYPIC LOA STREET S CT ON , "� / 1 -� E c N/T TC� SCA:,_ COB RECORDS No. y DF 6 SHEETS CONSTRUCTION NOTES F17 CONSTRUCT TYPE AB" 6" CURB & GUTTER PER C.O.B. STD. DWG- ST -1. a] CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) 33 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 & ST -7.1 (DATED 12/13) Q 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. © CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. M CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. C SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. F91 INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (36' 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. <D- 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. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. Cs� 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 ow m g W � P °0 0 - J M o a- - rn \ rbjq± ± m \\ FUTURE 1 ri \ LOT I FUTURE r° FUTURE \ I LOT r� LOT I -1161Li ,- I 3 =s c>_ a FUTURE I II - - - - LOT I I 10+00. FUTURE ill IMPROVEMENTS BDR4c'____BDR N'1"N M] .�f91 w .:I TYP00'35'45'W Ln ' ^ 12+59.69 R5 1 CL INT. I Oo C7 I l ®Typ 11 .- FU TU RE / 1 <` LOT �� I c FUTURE FUTURE LOT I LOT „o f r FUTURE LOT ------------- i 3 13+08.43 C4 CO BC n a 00 0�`' cim NU') NP7 LOW (40)00 wN 06+ 20 110 12 JN 00 0 M .+ 00G� Q6 w ----_......_------- - 1 I ^ TIN fl 7 7+08.75 r "4 N r , 5.00• LT EN}+ cv , I } PAINT NOSE MEDIAN r 349-68 85 AC � I' 1� _YELLow (TYP), , c 350.01 TC / i# 349.18 AC Ca / Zr $� r 7 23.66' ' TYPE Q (CA) I+ 17+08.7-5 5.00' RT , MARKER (TYP)o+ i o 349.72 Tc i i i 1451.1 5.00' R m ' -- , 0 tojr� d 348.89 AC of , �p i 25 AG 14 '350.08 TC -- j moi, r 0 1349- r U � I ---�. C/I i INSTALL I -1 SIGN \ \ I `--__..------------------.-------_,._.._. �- - ._.,. A LANDSCAPE MEDIAN DETAIL 3 SCALE 1"=20' i1 x � 1'�U Jm, J� d 1* 00 QN O� N + al J OU- �Z d + 2- + LO O� r"n 3 M FUTURE "^ 1D' 2o' �� LOT l L r t 10' I `-{1/q 1 I - T l I Q cN _ � I 4 TYP - - - ---� (� II c9 - -_ fn -- -_ -R­ L6 - 6+00.14 ' _ _ CL INT { N06 -15'53"E - --� - _-� -- -- CIO , I I q I I � 1 1 i 9 10' 20' 6D' 20' 'a gam; J oo 0 C> I f Lw N ALTON ' p .• �+ COURT i� 'n�i (SEE SHEET 4)ILJ CHICHESTER 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 11=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 n FUTURE 6'I47 , - LOT t i I1 SEE DETAIL 3 I II sro�vN AOR �I f111 I I I % (NOT APART REFERENCE ONLY' { Ca CN I I 1 r OF. THESE PLANS) D PHA - c"'v o I I �LIj _I I I l 1 ii 1 I l d +z - --- i! o U 13' I I 90' m N00 I I I11 I 34' i 34' 1i'I 1t'I 0Q0D 16'1 12' 6'1 68 I i J 0o - I I-_- + STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) HORIZONTAL: 1"=40' VERTICAL: 1"=2' 29,27' 33.65' 31.06' 31.83' 46.32' ON CURVE ON CURVE ON CUIRVE ON CURVE ON CURVE © r` ir r-, 11 W -tt- 11 U Un ILWO to 11 � rn m N m N it W 00 a �. . •� f u� --.0 0o v v '* �v !oma ' .mow O �v N c� w 0 w ..c� t� �.c� w c� o Jolr` Jm w LaJ tD m w ��'� cD�, y w -'C'`, -►-'�+% J� a0 w rn an d d d d et <i d d d ai ow OPO to "' ►� oa 'off `'' 000 '' o� '' +� r� ocp ``� 0000 0 M r' i 00 ¢ o6 + N } 0+ EXISTING OFOUNO PRl,1�iLE AT CENTEJ?UNE cov �+, cp to N"t N `t° .r. .. =f OO F7*- M . ,.�� J . O*- - - -------------- -�- 1") - -- 350 :................................ �..... .......... .... .. ... ........................ "' ................. ................. to. - .350 . .GRADE . . TO . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . .1 . . . . . NATI/RAL GROUAV : +0.52% : 348 ............ ....................... .........I...... .... .. .:_..: ........_.................... ................... ... .. ..... :.. o.?g%.........: ..I.... ......348 NOTE: VERIFY EXISTING LOCATION AND ELEVATION (i6% ~.DESJ'GJV FLON�INE`:PROfIL£. IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY +1 ENGINEER 1F THERE ARE ANY DISCREPANCIES. t)ES/GNftoN7f//NEf'RGrfJLF. p,g49 : +0:25% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.25% q f0.51% 346 :...:...:.................................. .:...:................................ ...:.................................................................................. :...:346 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 32,98' 29,82' WEST FLOWLINE PROFILE3100 3183' 46..32' _ ON CURVE ON CURVE 1 ICON CURVE I ON CURVE ON CURVE 1 11 �M Ii Woo W r pC n 1t -I 110 r` NU to h��rn x rn a 00 IIx Do 11� ^ j'� w ^m w �W O r^L) N (� w C� r� t� ��U `I U 00 irm '.� m raw x,., `D �w Em ,� `�' �., °° ^ �w 0'::m 00 'D o m ,d �r `r d ter- t �+ _ �r �r a ao csi i M w M F7 M � tfi M M 111 1� M ' N)It 8W i ON c, O 04 O. O� O00 to t7 dO0i Opp O� Op OLO o0p 06 O� � v o6 06-;N 0 i EA750G GROUND PR&1f AT CFNTERulF o + �LoW �•.a ...�_ .t - OO [�'r tn" K)�y -------------- - --- �J ---- - - --- Oma-, - - -- - -- - ---� co� -- -- -- - - - - - - - MM -- -- -- -- - - - - NJ - - -- p7J 1* cou- tt)J OD -- _ RECORD DRAWING 350 :...:...:...:...:... ?Owl �� : �- . : : '� - . . . _ . . . . . .. + . . . . . . . . . . .-F . . . . . . . . . � O . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . w . PO Ln. . . � . . . . . . . _ . . . . . . . . . . . . . . � . . . . . . . . . . . . . .1- 1. +. 1 {. r_. 10'350 . GRADE ®2. I To ` . . . . . . '+0.52 !/+✓ NATURAL Q?oUND � 348:...:...: :...:...:...:...:... ��.. :...:. : , :...:...:. . .:...:.. . : _ +4.g5% :...:...:. :...:. :...:348 8Y= FRED W. PORTER, RCE 33448 EXP. +0.00' NOTE: VERIFY EXISTING LOCATION AND ELEVATION Oct t . DE 0V /ZOIMJNE•PA LE' IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY . . . . . . . 2 % . . . . . . . . . + %. . . . . . . . . . . . . . DISCREPANCIES. - O£`SI�7'1!F'LdiK/N�`Ph;l�iL£ �G'8&% +Q. 5 - 0.61 ENGINEER -IF THERE ARE ANY +(T.25% _ _ +0.25% DESIGN ROIK/NE PRfl�7LE 346 .. .. ............................•..........................................I........... .... .........._....................... ......346 U LL 4 �aA. U O m ►w-1 niu•_ z Z L11 OF=r-z 0Z ri�D:O J�f70 w��'Cz74t�y1�Q W z O W m (� Q►•' U ,r., to C� � ALL+-- � ~ Y¢->>Ow0L Zzk-u2zr L aC o W ¢wGjOu.��d�U ccnnw cwqw�ujO72p cz��pOtai�OzOpa y �O w w> w v a 0Wzw0a,Z2,="06 =ozum,F-oow 009 �nzc9¢ ►-OWnwat-coo wr1<1 0) nn oazCL uj W U O r w O z= z z 2 �svWt: u0i< g �Znmazz W 5, <, Loo Wuj=)=�_ uZG] z� 0 = a + ZO=U� Z<� [YLo dao=>�o(,r gwo��wz��5 O r0WwmJF=� LLzcn OmvWiV C9� Zir- W ¢"9 j a. ww V Owzacn?-U) HraaFS-�C3maM b M LLT z E 57- W '� M to V) Cl) x < m " W ai o a Z L„ 0 � CJ W W M CN Q0 o 0 C11j �� CURVE TABLE LL CURVE DELTA TANGENT C120.00' 29.27' ; 83'50'46" 17.96' C2 20.00' 33.65' 96'23'42' 22.37' C3 1520.00't 150.39' 5'40'08" 75.26' C4 15_00.00'; 148.41 5'40'08" 74.27' C5 1480.00 i 146.43'! 5.40'08" 73.28' C6 29.82_' ' 85'25'36" 18.46' C7 _20.00' 20.00' 32.98' 94'28'8'3- 63' 21E29 C8 20 0031.06' ` 88'59'22"' 0. C9 20.00' i 31.83' 91'10'4_"' C10 30.00' '' 46.32' 88'28'23"C11 20.00' j 31.06' 88'59'22'' C12 5.00' 15' 180'00'OC" 29,27' 33.65' 31.06' 31.83' 46.32' ON CURVE ON CURVE ON CUIRVE ON CURVE ON CURVE © r` ir r-, 11 W -tt- 11 U Un ILWO to 11 � rn m N m N it W 00 a �. . •� f u� --.0 0o v v '* �v !oma ' .mow O �v N c� w 0 w ..c� t� �.c� w c� o Jolr` Jm w LaJ tD m w ��'� cD�, y w -'C'`, -►-'�+% J� a0 w rn an d d d d et <i d d d ai ow OPO to "' ►� oa 'off `'' 000 '' o� '' +� r� ocp ``� 0000 0 M r' i 00 ¢ o6 + N } 0+ EXISTING OFOUNO PRl,1�iLE AT CENTEJ?UNE cov �+, cp to N"t N `t° .r. .. =f OO F7*- M . ,.�� J . O*- - - -------------- -�- 1") - -- 350 :................................ �..... .......... .... .. ... ........................ "' ................. ................. to. - .350 . .GRADE . . TO . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . .1 . . . . . NATI/RAL GROUAV : +0.52% : 348 ............ ....................... .........I...... .... .. .:_..: ........_.................... ................... ... .. ..... :.. o.?g%.........: ..I.... ......348 NOTE: VERIFY EXISTING LOCATION AND ELEVATION (i6% ~.DESJ'GJV FLON�INE`:PROfIL£. IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY +1 ENGINEER 1F THERE ARE ANY DISCREPANCIES. t)ES/GNftoN7f//NEf'RGrfJLF. p,g49 : +0:25% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.25% q f0.51% 346 :...:...:.................................. .:...:................................ ...:.................................................................................. :...:346 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 32,98' 29,82' WEST FLOWLINE PROFILE3100 3183' 46..32' _ ON CURVE ON CURVE 1 ICON CURVE I ON CURVE ON CURVE 1 11 �M Ii Woo W r pC n 1t -I 110 r` NU to h��rn x rn a 00 IIx Do 11� ^ j'� w ^m w �W O r^L) N (� w C� r� t� ��U `I U 00 irm '.� m raw x,., `D �w Em ,� `�' �., °° ^ �w 0'::m 00 'D o m ,d �r `r d ter- t �+ _ �r �r a ao csi i M w M F7 M � tfi M M 111 1� M ' N)It 8W i ON c, O 04 O. O� O00 to t7 dO0i Opp O� Op OLO o0p 06 O� � v o6 06-;N 0 i EA750G GROUND PR&1f AT CFNTERulF o + �LoW �•.a ...�_ .t - OO [�'r tn" K)�y -------------- - --- �J ---- - - --- Oma-, - - -- - -- - ---� co� -- -- -- - - - - - - - MM -- -- -- -- - - - - NJ - - -- p7J 1* cou- tt)J OD -- _ RECORD DRAWING 350 :...:...:...:...:... ?Owl �� : �- . : : '� - . . . _ . . . . . .. + . . . . . . . . . . .-F . . . . . . . . . � O . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . w . PO Ln. . . � . . . . . . . _ . . . . . . . . . . . . . . � . . . . . . . . . . . . . .1- 1. +. 1 {. r_. 10'350 . GRADE ®2. I To ` . . . . . . '+0.52 !/+✓ NATURAL Q?oUND � 348:...:...: :...:...:...:...:... ��.. :...:. : , :...:...:. . .:...:.. . : _ +4.g5% :...:...:. :...:. :...:348 8Y= FRED W. PORTER, RCE 33448 EXP. +0.00' NOTE: VERIFY EXISTING LOCATION AND ELEVATION Oct t . DE 0V /ZOIMJNE•PA LE' IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY . . . . . . . 2 % . . . . . . . . . + %. . . . . . . . . . . . . . DISCREPANCIES. - O£`SI�7'1!F'LdiK/N�`Ph;l�iL£ �G'8&% +Q. 5 - 0.61 ENGINEER -IF THERE ARE ANY +(T.25% _ _ +0.25% DESIGN ROIK/NE PRfl�7LE 346 .. .. ............................•..........................................I........... .... .........._....................... ......346 U LL 4 �aA. U O m ►w-1 niu•_ z Z L11 OF=r-z 0Z ri�D:O J�f70 w��'Cz74t�y1�Q W z O W m (� Q►•' U ,r., to C� � ALL+-- � ~ Y¢->>Ow0L Zzk-u2zr L aC o W ¢wGjOu.��d�U ccnnw cwqw�ujO72p cz��pOtai�OzOpa y �O w w> w v a 0Wzw0a,Z2,="06 =ozum,F-oow 009 �nzc9¢ ►-OWnwat-coo wr1<1 0) nn oazCL uj W U O r w O z= z z 2 �svWt: u0i< g �Znmazz W 5, <, Loo Wuj=)=�_ uZG] z� 0 = a + ZO=U� Z<� [YLo dao=>�o(,r gwo��wz��5 O r0WwmJF=� LLzcn OmvWiV C9� Zir- W ¢"9 j a. ww V Owzacn?-U) HraaFS-�C3maM b M LLT z E 57- W '� M to V) Cl) x < m " W ai o a Z L„ 0 � CJ W W M CN Q0 o 0 C11j �� xa LL 0 iY W m W w 3 LLJ U 0) U- > x u" 0 0_ _ \4EEERR W l•. >v 0. 0 i �n G > DATE DATE 3/02/2018 �PA JOB No. 3012 `J SHE 'T ---- E a� 10+00 11+00 12+00 13+00 14+00 15+00 N. 16+00 17+00 18+00 _ 31-1 PIk, EAST FLOWLINE PROFILE M!� ' ° 80.27',w r - CROSS -GUTTER ' COB RECORDS No. OF 6 SHEETS CONSTRUCTION NOTES ❑i 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) F4_1 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10 (DATED 12/14) [31 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. ® 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. F -0 Jm + M FUTURECN LOT FUTURE LOT 0. 92 rMpR©VE�ENTg- __ a� 6DRY. rJ SEE GRADING PLAN FOR SUMP DETAILS AND DIMENSIONS (DRAINAGE EASEMENT TO BE RECORDED BY SEPARATE INSTRUMENT, PRIOR TO FINAL MAP RECORDATION). FUTURE LOT FUTURE r LOT c t 4'61 m NW7 "i+� c;+ 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. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 0 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) - "- -- 1` -- EXISTING EDGE Of PAVEMENT t� _j J O'¢ O + vo 00 N ¢ J of + 0 N 25' 10' r N 2 v v 3 4 co r / co C-) n / I O I CD C7 N n l , M3 TYP I J cD N' 34, .65 PI -FL M C5 --- _- o C2 1 _ __-- rn co I347.41 - - - - -- - - -T- C3 CN z C3 I PI -FL o +23 31 57 C6 '� N C4 CD Typ w w 10' Q 20' 0 c, + 20' 1 Q' 19 0 r .1 t � N CHICHES o� al COURT QW RT �° (SEE SHEET 3) Mo ALTON 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 71=4.5 P=50 N u J ppcv O� N 15 X + 7 N 18 00 17 16 W N09'44'00"E �? O N N S01 '38'43"E 9 N09°19'29"W r C5 2228.00' 52.54' 1'21'04" ALTON 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 71=4.5 P=50 N u J ppcv O� N 15 X + 7 N .p ( c W N W N09'44'00"E �? O ALTON 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 71=4.5 P=50 N u J ppcv O� C + "n N X + 7 R2 .p ( c n r N 1 M C n � X N07'36'57"E R2 TYP 8 N R4 N09'44'00"E �? O S05'59'37"W R6 S01 '38'43"E 9 N09°19'29"W r C5 2228.00' 6 C8 11 F� RADIAL TABLE RADIAL BEARING R1 N07'36'57"E R2 TYP R3 N10'51'29"W R4 N09'44'00"E R5 S05'59'37"W R6 S01 '38'43"E - o - Z z N09°19'29"W r C5 2228.00' 52.54' 1'21'04" 26.27' + j 2228.00' 12r 335.42' C7 C8 1 26.34' 1 45'43'49" 25.55' 44'21'55" 13.92' 13.46' + 13 197.97' 1270'03'47"� 41.95' W W N M 14 MIULw N t4 ►-fL o° x 0 O ZQ z O �.-- C�1 cD (D J r- J �vwi�¢Uwv�� N p 0� x I o w w m m z¢ O Cim 'a M Od M O mw Zzn_ W>pu-g>�zpw O .t ww ,,z__j}55* WW5'O9z -cw>- tq ; _� t. C V ` 352 NT� CV N -f CV+'t+ In QfM + +C' +(' .................-N-10....... NQd "u- 11 F� 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 0 O CL z ( to M 'd' + + ry N 10 RECORD DRAWING SYt FRED W. PORTER, RCE 33448 EXN. -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' CURVE TABLE 31.83' 31.83' CURVET RADIUS C1 , 20.00' LENGTH DELTA _ 31.83' ; 91'10'42" TANGENT 20.42' C2 '2208.00' 561.22' , 14°33'4_7" 282.13' C3 20.00' 31.06' +88'59'22" 19.65' C4 12248.00' 579.25' 14'45'49" 291.24' C5 2228.00' 52.54' 1'21'04" 26.27' C6 j 2228.00' 665.84' 17'07'22" 335.42' C7 C8 i 33.00' 33.00' 26.34' 1 45'43'49" 25.55' 44'21'55" 13.92' 13.46' C9 42.00' 197.97' 1270'03'47"� 41.95' RECORD DRAWING SYt FRED W. PORTER, RCE 33448 EXN. -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' DATE - --1-- i 31.83' 31.83' L]nW UO ww0cr �` 1 Z vwizLLf- �Z �- u�mw�nw�,a,_c Zoz c7 .� 0FI--z M ON CURVE V) rn o I ON CUR_V_E1 w Z W S d Z lA U Q N Z�F vsr�ron U 0 zU w �- �(L00_Lu a7 oza~v�zF�� ppN � cO U co V 00 j zz -�1% x� r^UC9 j� N OW IOU zz� CL uS wLL�zo�Za�oa, W W N M woz MIULw N Id, 00O ►-fL o° x 0 O ZQ z O �.-- C�1 cD (D J r- J �vwi�¢Uwv�� N p CL O N I o w w m m z¢ O M ?e) M Od M O mw Zzn_ W>pu-g>�zpw O .t ww ,,z__j}55* WW5'O9z -cw>- tq ; _� t. C V ` 352 NT� N -f Ott In QfM + r') .................-N-10....... .... ..�o CO .................................._........ ExISTING L)WO aWL� ' Ar 6t1#rL�LINE _ �+ . + ................ -- -. -- - -- - - - >` -- - - - 352 Nm : tai . . . . . . . . . . . . . . ,�y� . . }� - - -- - ._ .- . -.-. .- . -.-. - ---��_-, -- ---- ---- - --- - - - --_- --- -11--- - -,- --- - `. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . OL"` K cv 350 `'x...:.............� ..... .... ..... ...._............................_......................._.................. ...:.........._........:_..........: _.:. ........:......... ......350 035...... �. ...... .._. ... ..... ....................•--•-............................... . . . . . . . . . . . I . . . . . . . . ...... .... �-p.35;o .... ....... 348 :... +o.00� -�0.2��� �u`s✓cv �c�rNE Pi.... ..................... . ................................. 348 : i- t6.50%. 19+00 ••......---•.. ........ ..... 20+00 21+00 ..... ........ ....._ 22+00 23+00 24+00 25+00 26+00 27+00 .� . 1 TEMP SUMPS �� 31.06' 31.06' NORTH FLOWLINE PROFILE r ON CURVE ON CURVE Z fl>-�'R I�cC o'er UN t,1 U� � co �� 1< CUL 0 t cn * of st r7 t� rrJ a - rn U r 00 OW +n p� M I Q0 +t) tI7 .t 352 ............. QN g :y�Q Oto N+ C)r j N+ `�f� M tnCV w d' Q M- 352 N7M EX/STING G'ROIUND PROFILE AT t NT&LINE . -- -' `t -. cwN ?12 . n� - --1 -- =- -- - - -- -- - - - -- . - -. - - - - - -- -- o� . . . . . . . . . . . . . . tnu5 .•i••+ tocli +- . . . . . . . M . -{- _ -- ___ -_- __, _�. -___ ___ �--. -r r-. - -T- .--. -:- - _ ------------ - -- - - -- -- - ----- .- - - :- . . -. . . . . . . . _ . . . . . . . . . . . . . . . _ . . . _ . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . _ . ---�� -Q)- ----- -- O 04 co CN 0 350"- ................ . ..... .......... ....................................................... ............................... ........................ ... ...._............ ...350 N............. ..... ... ._,................ ................................ ................ -:....._. .. . +0.35% ........+0.35............. . . . 348 ..................... :.. :...:...:...' - - :...............:...:...5� :...:...:.:...:...:...:...:...:._.:...:...:...:...: :...:...: 348 csry �zoiniN� �Ro 19+00 ... ..... 20+00 21400' . 22+00 ....... 23+00 '24+00' .... 2.5+00 26+00 27+00 �� TEMP SUMS SOUTH FLOWLINE PROFILE DATE - --1-- i L]nW UO ww0cr �` 1 Z vwizLLf- �Z �- u�mw�nw�,a,_c Zoz c7 .� 0FI--z M cn r Q V) rn o wowmw c.)o v`' '� zm �i�zm w Z W S d Z lA U Q N Z�F vsr�ron W M < � C zU w �- �(L00_Lu a7 oza~v�zF�� L)co Oz� ® <wo -4: tJ U W W��/jmz zz -�1% x� V/ C9 oz"R� 55 'zJ d C mwx v Z OW IOU zz� 4 uS wLL�zo�Za�oa, W W N M woz LL N ►-fL o° x 0 O ZQ z O �.-- C�1 cD (D u Z O W W w Z Zi, 0 �vwi�¢Uwv�� N cnwqCC�¢C3zOft n w 4 CL O N I o w w m m z¢ O z❑ 0w-Xa-amu :a05o�p� w Q O w;nwW O mw Zzn_ W>pu-g>�zpw 5o - 20Zw10 luli ww ,,z__j}55* WW5'O9z -cw>- I12lox wc009owa� ; _� t. C V ` DATE J L� - --1-- i fll Z O r M. \t c 4 LL w w � I c w U) w Q f� c'4 , El.w M U ; _� t. C V ` J L� [DATE - - 3!02/2018 PA J03 No. 3012 SHEE_` COB RECORDS No. CSP 6 SHEETS - --1-- i fll Z O [DATE - - 3!02/2018 PA J03 No. 3012 SHEE_` COB RECORDS No. CSP 6 SHEETS CONSTRUCTION NOTES 0 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ff] CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) M CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 & ST -7.1 (DATED 12/13) Q 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. 061 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. M 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. co FUTURE % LOT FUTURE o< LOT _ - - FUTURE 4 LOT an-* ++ NN _ 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 EOUIVALENT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) O 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 =...MIGM5 ZZ Lzz , FUTURE 1 II }1 I --�- __ I BDRY LOT RADIAL BEARING Jw � rZ _j �W Jc6 R2 OU 000 atn O� O J NU p NN N� NU R5 S05'59'37"W R6 p O00 pN Zuj n 000 011 aA� Man 85'25'36°' CD + Its 'l 33.00' 84.00' }N� O TNzz 271.22' 6.75' 313.90' � +- N NN N N N NJ 3 SEE GRADING PLAN FOR SUMP DETAILS 8.64' Ljj FUTURE 60' AND DIMENSIONS (DRAINAGE EASEMENT TO LOT L, 10 20' 20' o' CD BE RECORDED BY SEPARATE INSTRUMENT, cn a 125.36' =...MIGM5 ZZ Lzz , FUTURE 1 II }1 I --�- __ I BDRY LOT 49 �m Z ct: p0U rL OU ocim 04(0 " C W 0 aN ^lo, }N 'i'N r-J�&_1 NLL 3 LL. ^ I } 20 N N M + + N 21CN 22 0 23 24 :.n w o I TYP )CN s 2 i I 25 RADIAL BEARING R1 -_...._ _ _ R2 N06'1 5'53"E R3 N10'51'29"W R4 i } FUTURE ! )- R5 S05'59'37"W R6 S01 °38'43"E LOT I i ° I Zuj n V) 29.82' 85'25'36°' 18.46' 042548.00' C5 C6 33.00' 84.00' 540.40' 13.32' 219.97 12'09'06_" ; 23'07'37" 150'02'15" 271.22' 6.75' 313.90' C7 �- 16.89' SEE GRADING PLAN FOR SUMP DETAILS 8.64' Ljj 33.00' 56.78' AND DIMENSIONS (DRAINAGE EASEMENT TO d = C9_ CD BE RECORDED BY SEPARATE INSTRUMENT, 5'32'47" 125.36' C10 PRIOR TO FINAL MAP RECORDATION).tf'p y' 11© 18.97' C11 C12- 30 ------ 91'22'18" 5'50'55" 49 �m Z ct: p0U rL OU ocim 04(0 " C W 0 aN ^lo, }N 'i'N r-J�&_1 NLL 3 LL. ^ I } 20 N N M + + N 21CN 22 0 23 24 :.n w o I TYP )CN s 2 i I 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. DENSITY IM 26 RADIAL TABLE RADIAL BEARING R1 -_...._ _ _ R2 N06'1 5'53"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 C3 20.00' 29.82' 85'25'36°' 18.46' 042548.00' C5 C6 33.00' 84.00' 540.40' 13.32' 219.97 12'09'06_" ; 23'07'37" 150'02'15" 271.22' 6.75' 313.90' C7 33.00' 16.89' 29'19'56" 8.64' Ljj 33.00' 56.78' 98'35'20" 38.36' C9_ CD 250.52' 5'32'47" 125.36' C10 _20.00' 30.35' 86'57'27" 18.97' C11 C12- ------------ _ ------ 91'22'18" 5'50'55" _ ------ $ -_ -- -- 1 20.00' 32.98' } 21.63' C14 20.00' 29.2.7' 83'50'46" 17.96' C15 2588.00' I N U C16 2568.00' 167.61' 3°44'23" 83.84' Cl 2568.00' - 7'38'21" 171.45' Cj 18 It 344.19' 4 TYP ` - _ - _-- - _ 0 503A � -,----}- o r;,--,-- .. - - - - - 4 11P 1 52' I s' 19'1 18' 8' , I 1 52' F1 I I ^'- 48 47 6' 18' 8'39 a" Z Q� I CHICHESTER �., i I Oct COURT pL l ado am �', POLSON o (SEE SHEET 3)+} COURTcn S +N OI +N M +C.4 (SEE SHEET 6) C14- NlLi.. 3 NI ri 04 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. DENSITY IM 26 RADIAL TABLE RADIAL BEARING R1 N07'36'57"E R2 N06'1 5'53"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 27 _ C5 'VJIT~TN�SS COR""; _ 503A7 "� ��8 ncg wo In LM ocr ou c'4 _ -TI IT MENLO COURT (SEE SHEET 6) DRAWING z> 29 1, 1 I 30 U CURVE_T_A_BLE_ aaLL LL a0 w0u• CURVE RADIUS LENGTH DELTA TANGENT Cl 2548.00' 121.96'_2'44'33" 60.99' _C2 20.00' 33.65' 96'23'42" 22.37' C3 20.00' 29.82' 85'25'36°' 18.46' 042548.00' C5 C6 33.00' 84.00' 540.40' 13.32' 219.97 12'09'06_" ; 23'07'37" 150'02'15" 271.22' 6.75' 313.90' C7 33.00' 16.89' 29'19'56" 8.64' _C8 33.00' 56.78' 98'35'20" 38.36' C9_ 2588.00' 250.52' 5'32'47" 125.36' C10 _20.00' 30.35' 86'57'27" 18.97' C11 C12- 20.00' 2588.00' 31.89' 264.17' 91'22'18" 5'50'55" 20.48' 132.20' C13 20.00' 32.98' 94'28'37" 21.63' C14 20.00' 29.2.7' 83'50'46" 17.96' C15 2588.00' 134.77' 2'59'01" 67.40' C16 2568.00' 167.61' 3°44'23" 83.84' C17 2568.00' 342.38' 7'38'21" 171.45' Cj 18 2568.00' 344.19' 1 7'40'46" 172.35' _ C5 'VJIT~TN�SS COR""; _ 503A7 "� ��8 ncg wo In LM ocr ou c'4 _ -TI IT MENLO COURT (SEE SHEET 6) DRAWING z> 29 1, 1 I 30 U aaLL LL a0 w0u• owe �-i W+n ui W Q z c' rFes-„4' LLj-+0srLL a=zdz� Oz�m7 tau,- L� U) m>r a t -_oo�WA tC (� UJ nm 2Wr ¢zmw< iFt2�iOr=r�pp% 11 t!an3Ui� WCCZgW79 =vv'�u ac � <W M 0 w Oa00uj; 1a > - �n�w �rCQ �!Z� L! a n NE <&0 flL) W2yd{fllp 06 LLL 't,a 253; 09p v1 Lij oWzi"°2W cro ¢ LL < n Q CV r t"T-"Ic oc w wa�� z��gcnF- m W '. r'0 W N m oo�¢�Wzc-a p>-z0rnW0C o ofit Z NO "' 'd�1�w 03Z�:a z N m _� W u� n arv> m tp Z5T06tz<w< W m� L/ � guj0WLL �Ucnzaw W�0w�j�gUZ tOV 0Z¢ C. J C7 to W 5 m:1 p ZgrlJW1 �< LLW OLL Tppaww2tuC m a W qu.Z>(n '9 cn ¢ p W W cn J �:. M �"aia'-c9�pNaYw - V m LLIZOd'-}i uQ7tIr-j ui P8yI.--u0Ix- 2 -N- HOR!-70NTAL: 1"=40' VERTICAL: 1"=2' 1I=4.5 R=50 33.65' 29.82' ON CURVE ON CURVE �'' y,%� .�,�✓�• ��3•-- 11 } o t1 `- � 00 it � n rr It x d- IZI n B N an 00 p,_m O0 �-. : N -7�Qw d- U W U t0 -t N _j Q] to J (D C. J W 46 to tD Q0 .J m CO CO _ -0 ccn> _ .t _ RCE 33448 EXP. DATE a OU MM Dy M M Pan M OCJ r7 r7 f ocL`� a� J Ii o�; p� a U u EX/STING GRUl1N0 PRQf7LEAT CENI�RL/NE� o°' BY: FRED W. PORTE �n :atn0:a- + - - - :� Q OU ia�� . . . . . . . . . . . . . • . . ._ -• -_. . . ._ ----- - --- - -_- - z T -.---.----.- ; •-. -- --- --- - ----. ----- ---- _-- - - ---_ - - -_- . . • . . . . . 04 350 - - - = - - - - -- -- .-- -- - ;- - - - -- + r : 350 as f OOH-- oa o� �+ N� to S-. _ + + -{ -F N . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. cq . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 .................... �..................... ...... .. ........ .................................................................. ...... I ........... .............. 348 : : : : . \ : _ : : : _ DES/QN fLOit2/NE PRli�7LE : : : :+ . . . . . . . . . . . . . . . . . . . . . C.3, : : : : : : : : : : : : _ : _ . �% 0 3 i %1GN INE f DES fZOifg PRfh�K 346 ................... \............ ............................ +0.25%........-0..2.5%. ..... . - - . .. _ 346 18+00 19+00 \ /20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 \ 29.27' 32.98' NORTH FLO WLI N E PROFILE 1 31.90' 30.35 56.78' ON CURVE ON CURVE I I ON CURVE I ION CURVE-- ON CURVE -- p I� to 00 11 m r� m ox p N W >` It �t an 00 II p cr I ow it Ii o � i 00 d N �U d U coo 00 �._o �t .. ' d- N r' r r• !- r- � `.' U U u7 ^Ci t!') i"`U i N U � an �m � �m � Od tY� ¢ W �� m � aW mcd 1*0 SCO � Lt1 m h cr. Wim! c6 W I OO ri GO r� d p ow M o� MM o� M M M b� QU 1 EX/SliNG tsWOUAD PROfW AT GENTERL/NE, o� M o� M od M M O C5- Od 12 .� -- - - -- -- - - O - -- - - - - . . . . . . . . . . . --- - -- ---- - - - - j- - - -. -.--. -_ ------ --- - - -- - - -. N� N (� N+ CJ+ N W ON+ N 1 �+ O W N N o f= W - N N '"'1� -- - - -- -'- -- -- - - - - -- -- _- - -- - + �p r u- Z Z L] 350 =- - -- .-0-1 00 350 . . . . . . .QO _ _ _ {N . _ . . . . . . .N NN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+ . . -'}j- . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . _ . . . . . .O}.. . . . . . . . . . . . . . . . . . \ . NN N� N N 12 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . _ . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......:......:_.. :. ...:... :. :...:...:...... :......: . . . 348 . . . . . . . . . . ... T_Jf.y0 . . . . . . . . . . . :348 +O.OD F0.25� \ DESIGN RO#UAC PROW 1 3G% ............. .......\. .............. ...... .... --fl.GO�o iC,9 �Y flb"f PAtIM• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : -0.257 : +� 13% "j.Qo% : +0.25%: 346' ....+0.25......... 0.25.........: ..............25.00---•••.•---...............---•--•...._.................----................. \....--•-----..�........................... 346 18+00 19+00\ 20+00 21+00 22+00 23+00 24+00 o N 26+00 27+00 28+00 29+00 r TEMP SUMP _, SOUTH FLOWLINE PROFILE ��� 75.48' CROSS -GUTTER ICOB RECORDS No. yy M� w w 0- ` a . I w z (9 m ,.. w w 3: Lu f ILLI LL CC u_ 0-a a V ,i z LLJ w W FEME CL U) C) L.L v-- 0 U. N W MENE., 0 F_ Lu n n v j co cv T U y� CL j 4T Q n j wgr' v DATE 3132/2018 PA JOB No. 3012 U SHEET- OF 6 SHEETS MINES CONSTRUCTION NOTES 1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.Q.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) 75 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, 07 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.S. STD. DWG. NO. ST -2. ,78 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 1S BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. 43 c1 00 CD ui Q 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.Q.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. 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 -------------- 0- }_ ___ - - - - 0+00.00 _ �- - 1 ? 500'35'45.w U 42 a 41 o- too '-�a � 4 " 0 __j V 40 co 1p In U BEARING R1 O R2 N06'15'53"E R3 N10'51'29"W 04 I R5 S05'59'37"W f,.t`i x JL -0 �w R7 N09'19'29"W c+ r N n 01 ; 91-22"18" (000 Qc! b + + 06 N 0c! W) 18.97' N "O+ •-+ `✓Q �1L� 0)- C6 cj 1 s0' 29'19'56" M4+.. �L" 20'1 i 20' 1 ' - 47 i C8j 33_00' 13.32' O 00 6.75' t �21—y59''QU- % 1�I Q: LLJ ll. g fY uj 0of W LO ui 45 + lo f__t-0 2 _LO)am< 44 jlj _ _ t 9"4 347.22 Pi-aIn t I t 43 c1 00 CD ui Q 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.Q.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. 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 -------------- 0- }_ ___ - - - - 0+00.00 _ �- - 1 ? 500'35'45.w U 42 a 41 o- too '-�a � 4 " 0 __j V 40 co 1p In 39 N N �J HORIZONTAL: 1"=40' POLSON COURT VERTICAL: 1"=2' 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. DENSITY TI=4.5 R=50 U 31.90' 0 Q_ ON CURVE j h s- co � W N JCA 1� 41 N O) ro M 0) t[) N M M 0� CO 00Lqr�z O 0) 00 8-4: 352 ..... � .................. �N « � M ........... - ................ ...... 352 c" o+ . ...a . . . . TEXIS to PR AT 7ER r�vV Vv/.I! o�r�E %�ER cyuE •�Lt 350' ..............: ........... ..:...:350 -0'35% 348.* ...........:.......:. ......... ...... ................ ..:.... 348 DESSF6W ROHM PRGi�7LE : -0.65% . ~.�'30 0 9+00 10+00 11 +00 12+00 WEST FLOWLINE PROFILE ON OCURVE Hcy N "mm fix r- W 12 �' t0 �tJ C7 u U U .� , a ao r" ' - m r� w � N p� F w� N3 O �'¢ w M c'4 d z LOP-' O d Nf O �- 352 .....� �'. .. N+ °-+ �' �+ ,_,a ..... ............ . . . . . . . . .-...N ..... ....... 352 a _ ¢ __ EXISTING OhVI WD PRCRZE AT GENIERLff . . . . . . . . . . . . . . - __._ t - : .-- . . . . . . M � 350....: ....... ....: .... .................................... ....... 350 -0.35% - - - - - - - - -0*35% 348.. ................................... ...... . :...................... 348 DESIGN fZ01i ,CPR0�7LE . 'Q.60� --0.00% ....................... •. ..................--•---... . 9+00 10+00 11 +00 12+00 EAST FLOWLINE PROFILE P4 34 44 wATERFORQ RADIAL TABLE '1 x �01 Jc BEARING R1 N07'36'57"E R2 N06'15'53"E R3 N10'51'29"W 04 N09'44'00"E R5 S05'59'37"W O 50138'43"i R7 N09'19'29"W c+ r C3 i 0 31.89' ; 91-22"18" 20.48' C4 ! 20.00' r� ' 86'57'27" 18.97' C5 + 04 0- 56.78' 1 38.36' C6 33.00' 1 s0' 29'19'56" 8.64' 10' 20'1 i 20' 1 ' - 47 i C8j 33_00' 13.32' ; 23'07'37" 6.75' t �21—y59''QU- % 1�I Q: LLJ ll. g fY uj 0of W 7�zpZZrnma n 0 m 8 0 :3 z Z� W J TYP lo f__t-0 2 _LO)am< I t jlj _ _ t C3 1 347.22 Pi-aIn t I t 347.45 PI -FL -- cp C4 3 r i t 1 TYP i� 11o) 20' 20' 1 ' WATERFORD U STREET d m �, (SEE SHEET 5) 39 N N �J HORIZONTAL: 1"=40' POLSON COURT VERTICAL: 1"=2' 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. DENSITY TI=4.5 R=50 U 31.90' 0 Q_ ON CURVE j h s- co � W N JCA 1� 41 N O) ro M 0) t[) N M M 0� CO 00Lqr�z O 0) 00 8-4: 352 ..... � .................. �N « � M ........... - ................ ...... 352 c" o+ . ...a . . . . TEXIS to PR AT 7ER r�vV Vv/.I! o�r�E %�ER cyuE •�Lt 350' ..............: ........... ..:...:350 -0'35% 348.* ...........:.......:. ......... ...... ................ ..:.... 348 DESSF6W ROHM PRGi�7LE : -0.65% . ~.�'30 0 9+00 10+00 11 +00 12+00 WEST FLOWLINE PROFILE ON OCURVE Hcy N "mm fix r- W 12 �' t0 �tJ C7 u U U .� , a ao r" ' - m r� w � N p� F w� N3 O �'¢ w M c'4 d z LOP-' O d Nf O �- 352 .....� �'. .. N+ °-+ �' �+ ,_,a ..... ............ . . . . . . . . .-...N ..... ....... 352 a _ ¢ __ EXISTING OhVI WD PRCRZE AT GENIERLff . . . . . . . . . . . . . . - __._ t - : .-- . . . . . . M � 350....: ....... ....: .... .................................... ....... 350 -0.35% - - - - - - - - -0*35% 348.. ................................... ...... . :...................... 348 DESIGN fZ01i ,CPR0�7LE . 'Q.60� --0.00% ....................... •. ..................--•---... . 9+00 10+00 11 +00 12+00 EAST FLOWLINE PROFILE P4 34 44 wATERFORQ 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 50138'43"i R7 N09'19'29"W V W ao N O N .� 13+�5 j, 1� HORIZONTAL: 1"=40' MENLO COURT VERTICAL: 1"=2' 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 U 56.78' _ �- a UtN n to m H w 00 ON CURVE x CI WIN W co Ldp d N � to 00 000)tri�� M cn + M 06 N 00 v) , Pr) 06 N 352..... ..................�o ... i ...... EX5A#0-Q?WND•PR6R1_-AT 0DV ERL/NE ...... �-. .......... .......352 6u_ O ti M [V . . . . . . . . . . . . . . . . .-F ... .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . RECORD DRAWING 350 -�5n oLL CURVE TABLE CURVE !j RADIUS _ LENGTH ! DELTA TANGENT U-7; 42.00' 201.08' ,274'18'46„ 38.95' C2 33.00' 27.16' ! 4_7'09'23" 14.40' C3 i 0 31.89' ; 91-22"18" 20.48' C4 ! 20.00' 30.35' ' 86'57'27" 18.97' C5 33.00' 56.78' 98°35'20" 38.36' C6 33.00' 16.89' 29'19'56" 8.64' C7 84.00' 219.97' 1150'02'15" 313.90' C8j 33_00' 13.32' ; 23'07'37" 6.75' HORIZONTAL: 1"=40' MENLO COURT VERTICAL: 1"=2' 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 U 56.78' _ �- a UtN n to m H w 00 ON CURVE x CI WIN W co Ldp d N � to 00 000)tri�� M cn + M 06 N 00 v) , Pr) 06 N 352..... ..................�o ... i ...... EX5A#0-Q?WND•PR6R1_-AT 0DV ERL/NE ...... �-. .......... .......352 6u_ O ti M [V . . . . . . . . . . . . . . . . .-F ... .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . RECORD DRAWING 350 -�5n oLL vwimo -f.-w`tt�-- a z o i ?_ Z r� ci u� amiwOz >m`r'a �o r�oz�rnui� v/ �� � Z •� 5 zwui 131Z� wXOW=wcnci§a;L M 2O ' ZI-U~w u. Qr *Q19SZZU0111- Ow �cnt t-' cOais!;ir- & cts oz�-vazzo►-2 o'er CL�omc� V? X- 0 viw�w05 Lu mzp �. LL C�uw� iL0Ut/)XU)It U) Z (� iu>0 'z--zo '� ,'Y N 00§j<3: 0 z _ ��G.J Z T <cr-cr ouf W. � J3 N '6w t3 9i- z0u) w txOZQ it Z .:� cY) Lu cp az F I,""> azdw~zwo Cc u_ z z m g a z z U Q gvwj>QUL')2 cnwn=Z¢wtr wO� 0 r '' WM = V 00`n� 0=wi-<u>-'2U WU5I, Owa t �21—y59''QU- % Q: LLJ ll. g fY uj 0of W 7�zpZZrnma n 0 m 8 0 :3 z Z� W CCCQ�t_jwu'z3m 6 lo f__t-0 2 _LO)am< N 0 \ A w LL w Q �� 0 J co Z w 3 ui L Li U. Li- a d aQ 00 ls� 1 aaaaaa D 0 Y fj laaaaaa, r^ vj z ,J W z W 12 CL W�...•�' 1 - 00 rrr V F- Z W 0 W U) " � J t� : . . . . . . . . : 0.35 ✓moo /7( j� -0.25%-�-�'�L�C-�i�`3 _� =' DES/GN fz0K NE P1?0 E _p 67%`- 348 9, 348.... .............. ...... Y: FRED W. PORTER, RCE 33448 EXP. DATE ----- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tT z 10+00 11+00 12+00 13+00 U A _'- WEST FLOWUNE PROFILE 1 If a- 110 � if a m a w in �t v 00 U;>n a 0) -- w Z �'�' �U f U '�) h� f 0 O CC' -- U C] 0) h a Q_ 0i w N m aj o. OCi Cl ! o0 w o0 N 14, w ►� M MCI O pry _ Q2 M �D f� 00 h 0) 0 C0 00 O c) 10) 0 -7 t7 U) (1) N zj N .0, lC'iI� o,* - - OO CN �j O M 0pN OCl j Ile) OOh Cy co O N 1 O) N+ +I + N+ -F _ + ! t 352..... o .................... .� �E D LE ................. � 352 - - r -XIsnN Ar. LIN". gu- 4u- F -- ofl- 3 LO. . . . . . . . . . . . . . . . . . }. i . . . . . . . . . . . . . . . . . . . s � in O 350:...: :...:...:...:...: :..�:...:_..:...:........ :...:...:................. .. :350 -0.35........... -x.35% ..............•-- . 1 _2�as -o.2s� EAT B No. 3012 -0.25% 348 :...:...: ...:...:...:...:...:...:... DESYGN ftalKhVE PR01�7LF ......... ............... :. _ ....... . . : . . . : . . . . . . . . . . . . :348 SHEE`"- 25. ....................... _...... ........-----•------..------------. .... f. 10+00 11+00 12+00 13+00 14+00 � -� 3 �-� �� � EAST FLOWLINE PROFILE COB RECORDS No. ofSHEETS