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HomeMy WebLinkAbout1.1-7317 Ph Bgommmwed l - TRAFFIC ENGINEER, CITY OF BAKERS__ FIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART J. PATTESON RCE 44898 NICOLAS r RICE 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 B NNCCUMARK 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) BASES OF BEARINGS: THE BEARING OF SOUTH 60'59'07" EAST FOR THE CENTERLINE OF STOCKDALE RANCH DRIVE PER PARCEL MAP 12232 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. MTV I #.1 w , PARCELS 1 THROUGH 5 OF PARCEL MAP NO. 12232 RECORDED ON OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF SECTION(S) 3 AND 4, IN TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE L QI j- ir ill 11 i 11 ll ig I i JIL 11 09iftillilli rip. wl, ii11 �.RAW AWLw mM IL L DIOLOGICAL CLEARANCE SURVEY NOTE ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT, CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN, r LINE TABLE 114E NAMING i1NORf LI S11'0`32"W S L2 S60'59'07"E 65.06' U S29OT53'W 38 F, L4 1 743$' L5 529'0053 w 3800' LB 960'59R7E U4 L7 S6952'47"E 171.86' stocrcoaLE WrcwwAr_.,__ 536'1§3S W 216.63: L9 S60'59'07'E 24-66' I s15'523aW 38.00' HJ KL KERRY = tt 36.00' 02 1 S29%'53'W 1 153,00' [13 S60'S9 01"E 1 72.26 L14 TRACT a 1,224 I_F TRAFFIC SIGNAL INTERCONNECT 970 7240 #5 PULL BOXES 4 EA :Dd W �— W P F. I �oC O OOT BRUSH vuacAN _ PRRRR�JECT SITE _ - - L� 0— I I NORTH SECTION HALF ofp 3 l! [.ONF_FLOWER 0 NORTH HALF OF i T OS., ' .26E. ee cc ASTER] 0 A a _N_ � SECT( ON 4 T.30S_ R 26E. I ; t1jJ1 KERN COUNTY WATER AGENCY l VICINITY MAP NO SCALE L QI j- ir ill 11 i 11 ll ig I i JIL 11 09iftillilli rip. wl, ii11 �.RAW AWLw mM IL L DIOLOGICAL CLEARANCE SURVEY NOTE ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT, CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN, r LINE TABLE 114E NAMING i1NORf LI S11'0`32"W 153.00' L2 S60'59'07"E 65.06' U S29OT53'W 38 F, L4 S605907- 743$' L5 529'0053 w 3800' LB 960'59R7E 17200` L7 S6952'47"E 171.86' L8 536'1§3S W 216.63: L9 S60'59'07'E 24-66' LID s15'523aW 38.00' LII S12'57 45 W 36.00' 02 1 S29%'53'W 1 153,00' [13 S60'S9 01"E 1 72.26 L14 SW 59'07. E , 2, 4. 95' CURVE TABLE CURVE RADIUStEOCTN DELTA TANGENT C1 207800_ H53,04 IS'002' 329.23' C2 508500 259.Bfi 2'5533 1Z9.86'- E 1925M' 441.43' 13'0819 221.69' 74 1887.00' 9598' 2'5449" 47-'99' E 1925.00' 65 64 i'S713 32.87 V ESTIMATED QUANTITIES FOR PLAN UNOERGERT CHECK AND INSPECTION FEE CALCULATIONS. DRIVEWAY MAINTAINED NOT TO BE USED FOR BIDDING PURPOSES. OFSOUTHERNDAUFORIAFL- STREETS BEGIN CURB RETURN NOTE COLLECTOR STREET 979 LF 0.30' A.C./0.55' A.B. 66,556 SF 6" CURB AND GUTTER 1,927 LF 4' THICK MULTI -USE TRAIL 10,661 SF BARRICADE i EA SURVEY MONUMENT ENCASEMENT 5 EA METRO STREET NAME SIGNS 4 EA TRAFFIC CONTROL SIGNS 10 EA WHEELCHAIR RAMPS 4 EA LED STREET LIGHTS 3 EA SAWCUT 66 LF STRIPING 1,224 I_F TRAFFIC SIGNAL INTERCONNECT 970 LF #5 PULL BOXES 4 EA I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY, THAT THE SUBMITTED DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. TOTAL DISTURBED AREA (FOR PERMIT PURPOSES) 4.59 GROSS ACRES FRED W. PORTER, R.CE 33448 BATE ff SHEET • INDEX G) TITLE SHEET CD GENERAL NOTES TEMPORARY DRAINAGE BASIN DETAILS CD PLAN D PROFILE STATION 54+45 TO 59+00 PLAN AND PROFILE STATION i TO 64+24 CD STOCKDALE RANCH DRIVE—BROOKLINE LA INTERSECTION DETAIL (1) STRIPING & SIGNAGE PLAN STATION 54+45 TO 64+24 LEMID CL- CENTERLINE UNOERGERT DWY- DRIVEWAY MAINTAINED BY THE FLOWLINE OFSOUTHERNDAUFORIAFL- BCR- BEGIN CURB RETURN NOTE ECR- END CURB RETURN 84`9xe 'oo PI- POINT OF INTERSECTION EC- END CURVE J BC- BEGIN CURVE PIVC-- POINT OF INTERSECTION VERTICAL CURVE uy POVC- POINT ON VERTICAL CURVE ^ BVC- BEGIN VERTICAL CURVE o EVC- END VERTICAL CURVE eq P PRC- POINT OF REVERSE CURVATURE PCC-- POINT OF COMPOUND CURVATURE v� POC- POINT ON CURVE GB- GRADE BREAK DIAL TOLL FREE 1-M227-20 HP- HIGH POINT AT LEAST TWO DAYS BEFORE YOU DIG ©I,' 0' z En LLI IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOT) 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-OOD6-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 5F15C3655S4 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN .APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED 'WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. (LANDSCAPE MAINTENANCE NOTE f NOTE: ALL LANDSCAPING, SHALL BE MAINTAINED BY THE CITY OF BAKERSFIELD PARKS DEPARTMENT. LANDSCAPE > DESIGN NOTE THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER �mwzL"ri�`~d' g�sW��q��LL W S 6 d�oo��N Wc9 z�g�a"'or"w wµadpyi W`s"g U S� W ti Z W 4 s d wO�K WSW�'� Odd-UDCL K� Lu wn p m Z Z)wzw q -16z W -Fd zm Q..=pw omowa�� g�10 c3 g04m4' zL�. a LjJ ap�w W04 w wcoa'T'r z�ma. %;L 6RPT ap�¢ood� waz o v= �zd�'mw rn- mgmaw���5 o�w adv' 4C �pp��pp Um I�'s-1 2>-w4WytZnatto vt Fw NwV-1w-M ¢m��OFZVl11 /ry 6`l=d VOOa VJ ^ ' V m= Szpn. til_ NODZ V�wJJ p dzwd = Lij aQVaQo�<m LL1 wrmw¢d zOiWoo cW0 tt�� <p: RRm'ZO 0 WKJ apWrU ��p,,11 ZVlpata wox w Fn WiEivap�oo0m STOCKDALE HIGHWAY h " TREEE WA LEQEND / FEWAY I CD SHEET INDEX NUMBER / / / rlNTERCHANGE I 1 --- DIRECTION OF DRAINAGE / EG EXISTING CONCRETE MONUMENT acv (PROTECT IN PLACE) w o U N PROPOSED CONCRETE MONUMENT a° v I ¢ M {=y LED CITY APPROVED STREET LIGHT CL z a M C8#1 CATCH BASIN w/NUMBER + -1- PROPOSED STREET NAME SIGN � F 'a� r Ptvt z ' , r PARCEL 3 2 PM 12062-2 J r I / TRACT 7317 ARCEL 1 ✓ �%� �Q� , � 12062-2 PHASE 4 , I / P�/ I 1P I G\0G\J�� PROPOSED DEVELOPMENT AREA CD z > qF / GRADING LIMITS -HCP AREAui a o .BIO CLEARANCE SURVEY LIMITS I n z TRACT 73'17-jI w ? I ✓ AREA= 1.13 GROSS ACRES (CONSTRUCTION PHASE "C"} PHASE 2 j z < I II! z < I < �> TACT 7317 I J w ��r cry PHASE 5 1 I a 00 / mw !TEMPORARY PROPOSED DEVELOPMENT AREA m�� / 7 ✓j, SUMPX GRADING LIMITS -HCP AREA I 4- w BIO FUTURE C.O.& CLEARANCE SURVEY OMITS � d w I WATER TANK SITE AREA= 3.46 GROSS ACRES CL I 19 (CONSTRUCTION PHASE "B") ` /I C13#1 oBUEM gry I �ST C3 .r SmEET�R� I °ek 0 v_c 1i SUNAVEEDRI _ z CD --�-- /`„�! °^•.®`' RANCH— ' v - CHICHESTER � —_-- ~ ' � j � I f ¢OURS N TRACT P ASE 37 TRACT 7317 PHASE 1 { TRACT 7317 PHASE 6 m 1.1-7317 Ph B� COB RECORDS No. z rn W z E" < Lu m V�mm 0 to cn �w y <04 w - (0 y wy m o cr_ CA to N ujW� �- N CO N �=1 3 Y c V) > J � Z w Z <F- e.•. w Y ® U? Lp�® :Dd W �— W P F. C� Z L� 0— 0 t� v, DATE PA JOB No. 9103/2019 2709L SHEET OF 6 SHEETS G,�NOTES L ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE 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 MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF (NESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF 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 H DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. E C 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 (FAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION . EXCAVATION. D OR 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 HE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR HE CONTRACTOR TO NOTIFY HE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. HE 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. It IN HE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN HE 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 UNITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALT_ DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON HIS 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. NORMAL STAKING AND MARKING OF HE 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 HE STREET RIGHT-OF-WAY AS DIRECTED B Y THE CITY ENGINEER. 4. ALL E HAVE BEEN DESIGNS USING A MINIMUM R VALUE AS STATED IN THE SOILS REPORT, SE STREETS D E E 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 11 FOOT BELOW FINISH GRADE ON LOCAL STREETS T=1.5' TO 25 AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM UP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT ESS THAN % SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW C L 90 TO GRADIN PLANE FOR HE ENTIRE WIDTH OF PAVEMENT LIP OF GUTTER 0 UP OF GUTTER ) - 6. G vE ( £ ) 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 13ACKCHARGED TO THE CONTRACTOR. S. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YO. 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 HE 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 HE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A PE 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 UNES INVERTS. E (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 HE FIRE DEPARTMENT REQUIREMENTS. 16. SEE WATER AND TRAFFIC SIGNAL PLANS (BY OTHERS) FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 8 PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDIl10NS BE CHANGED, A REVISED FLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 19, 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. 20, WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN, 21. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 22, LUMINAIRES SHALL BE SOLID STATE EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHT SPECIFICATIONS. 23. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. COB ASPHALT CONCRETE PAVING NOTES I. 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, 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, HE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE 6 (MODIFIED) ASPHALT CONCRETE. SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(B), 'GRADES," OF THE STANDARD SPECIFICATIONS, 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH HE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5, AT LEAST 14 DAYS PRIOR TO HE START OF WORK, HE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: COB ASPHALT CONCrRETE PAMANG NOTES A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY Or THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN, 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. Z A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9, PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10, INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF .ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT HE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAYING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT HE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT HE END OF EACH WORK SHIFT, HE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG HE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF HE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF HE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF HE MAXIMUM THEORETICAL DENSITY, HE CONTRACTOR WILL BE ADVISED THAT HE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT HE MATERIALS OR PROCEDURES OR BOH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE. TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS HE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. HE CORRECTIVE WORK SHALL BE AT HE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY. A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM 01188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE METHODD. "B" SHALL BE USED. E 17. IF THEFINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES IT SHALL £ L 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 L N SELECTED BY THE CITY ENGINEER. HE CORRECTIVE WORK SHALL BE AT HE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, ASNECESSARY, TO ENLARGE HE 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 HE 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 HE 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 HE CONTRACTORS EXPENSE. HE 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 HE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL. BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CM8) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF HE 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 PAVANG 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 HE GRADING PLANE, HE 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. SOILS REPORT NOTE 1.F ALL GRADING AND SITE PREPARATION SHALL CONFORM TO HIS PLAN APPENDIX J OF CAL.i pRNlA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE NO. 4472, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC., DATED AUGUST 24, 2016, SEI FILE NO. 16-15873 AND ANY ADDENDUM HERETO, THESE DOCUMENTS SHALL BE MADE A PART HEREOF. CITY STANDARD PLATES L THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL. BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ST -1 CURB AND GUTTER (TYPE 'A "B" AND "C") ❑ ST -12 ALLEY CROSS SECTION ❑ ST -2 COMMERCIAL DRIVEWAY ST -13 SURVEY MONUMENT ST -3 SIDEWALK ST -14 --STREET LIGHT, MAST ARM TYPE ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -15 CUL-DE-SACS ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -16 STREET KNUCKLE ® ST -6 DATED 1/11/99 PAVEMENT PATCHES ❑ ST -17 WIDE CROSS -GUTTER ❑ ST -7 CROSS -GUTTERS ST -2 DATED 6/2/99 MEDIAN CURBS " (TYPE M","M-i" AND "M-2") ❑ ST -8 26 INCH PART CIRCLE CULVERT { ST -19 HANDICAP RAMPS ® ST -9 STREET SPECIFICATIONS ❑ ST -20 PRIVATE STREET GATES ST -10 STREET SECTIONS ❑ ST -21 REFUSE CONTAINER PAD ❑ ST -10A STREET SECTIONS ST -22 DATED 1/11/99 TRENCH BACKFILL AND ST -11 STREET CROSS SECTIONS COMPACTION REQUIREMENTS **FIBERGLASS STREET LIGHTS NOT ALLOWED TEMPORARY . t► 1 DRAINAGE BASIN DETAILS SCALE: SAN BUE.NAVENTURA STOCKDALE RANCH DRIVE BOTTOM OF BASIN=345.50 HIGH WATER ELEVATION=347,00 VOLUME REQUIRED=1,863 C,F. VOLUME PROVIDED=1,929 C.F. SIDE SLOPES 2:1 MAX (U.N.O.) 9 CONSTRUCT 6' CHAIN-LINK FENCE (NO SLATS OR CURBING) PER C.O.B. STD. DWG. D-12. CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13. F3 CONSTRUCT 2" x 12" THICK NOMINAL RIP -RAP 4 TEMPORARY DRAINAGE AND FLOWAGE EASEMENT TO THE CITY OF BAKERSFIELD TO- ..@€�f91GAd€B-BN-FHNAt"MAP. RTtw., tiJ 7t9o1"91c14a @.g, ® PROPOSED EDGE OF PAVEMENT (PER CONSTRUCTION PHASE) ® PROPOSED STREET BARRICADE STOCKDALE RANCH DRIVE BROOKLINE LANE BOTTOM OF BASIN=348.80 VOLUME REQUIRED -2,173 C.F. VOLUME PROVIDED=2,196 C.F. SIDE SLOPES 2:1 MAX (U.N.O.) =01m :: `• I1141 ' FG = FINISHED GRADE NO = NATURAL GROUND U.N.O.= UNLESS NOTED OTHERWISE MAX := MAXIMUM FL = FLOWLINE EP = EDGE OF PAVEMENT BA: HWM HIGH WATER MARK 71 ,77 6' CHAIN LINK FENCE PER C.O.B. STD. DWG. D-12 VARIES 1.5' VARIES 5' EP MIN NG T% «z ( MIN A - P M \ BOTTOM - 1 = BASIN BOTTOM tB1 TEMPORARY DRAINAGE BASIN SECTION ST CURB & GUTTER C TEMPORARY DRAINAGE BASIN SECTION A N.I.S. ST 45' RIGHT -OF -WAY - 34' 6" CURB & (SES: PLAN VIEW FOR STRUCTURAL SECTION) PER GPA/ZC NO. 09-0263 TYPICAL CROSS-SECTION STOCKDALE RANCH BIV ry NOT TO SCALE CALTRANS STANDARD PLANS I. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF HESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDIHON HEREOF) CALTRANS STD. PLAN DESCRIPTION 0 RSP A88A & B CURB RAMP DETAILS 6' CHAIN LINK FENCE PER C.O.B. STD. DWG. D-12 1 W h db Imp &VN Z M l2xm to .fEN ,m l; -H uj 4 3 - VLU m_ aa FF ' r V ti o rcogm`uIS ® to m>§ Mol. 8 05 LL Z ALN po a'�hW1� m o= ty9 WZyp < m N �w aw300 ',.°��( w m ccoi z ° C Z m �O� b E- W a4 I`- C2d'�O U4 W Lu 0 �a 0"008.6", z td - y -a z- O a U b U O Y W ��--yy w v ('JyW 23�Q�Op �bx Y°"�wz�LLk r ME 89wi, EP i• 'S gg /A1 TEMPORARY DRAINAGE BASIN SECTION v n.i'5. VARIES I NG T M S 1 BASIN BOTTOM D TEMPORARY DRAINAGE BASIN SEC11ON ST FUTURE RWA BLOCK WALL 13' MU TI -USE BY SEPARATE TRAIL EASEMENT*- PLANS 2' 2' 2' 1 12' bJ CITY STD. NO. DESCRIPTION ❑ D-10 SIDEWALK UNDERDRAIN ® D-11 DRAINAGE BASIN ® D-14 CATCH -BASIN, TYPE "A' ❑ D-15 CATCH -BASIN, TYPE "A-1" D-16 GUTTER DEPRESSIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS El T-1 STREET SIGN, POST TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ® T-12 MINIMUM ACCESS DESIGN Eg T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT -WIRING %2 I AND PULL BOXES CALTRANS STANDARD PLANS I. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF HESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDIHON HEREOF) CALTRANS STD. PLAN DESCRIPTION 0 RSP A88A & B CURB RAMP DETAILS 6' CHAIN LINK FENCE PER C.O.B. STD. DWG. D-12 1 W h db Imp &VN Z M l2xm to .fEN ,m l; -H uj 4 3 - VLU m_ aa FF ' r V ti o rcogm`uIS ® to m>§ Mol. 8 05 LL Z ALN po a'�hW1� m o= ty9 WZyp < m N �w aw300 ',.°��( w m ccoi z ° C Z m �O� b E- W a4 I`- C2d'�O U4 W Lu 0 �a 0"008.6", z td - y -a z- O a U b U O Y W ��--yy w v ('JyW 23�Q�Op �bx Y°"�wz�LLk r ME 89wi, EP i• 'S gg /A1 TEMPORARY DRAINAGE BASIN SECTION v n.i'5. VARIES I NG T M S 1 BASIN BOTTOM D TEMPORARY DRAINAGE BASIN SEC11ON ST FUTURE RWA BLOCK WALL 13' MU TI -USE BY SEPARATE TRAIL EASEMENT*- PLANS 2' 2' 2' 1 12' bJ 1.1-7317 Ph B �I COB RECORDS No. t� Lli 0 z N/ R J CLp^ Z VJ %� 'v/w^ J Q 12' MULII-USE 1 CL .-` TRAIL Z II /NG Y/i ® / 0 0�u } %2 I �✓ e a.' LrL MAX ®>-.......�� U) F` 0 AREA DETAIL o o C NOT TO SCALE P p J f EXISTING RIGHT-OF-WAY AS DEDICATED ON u � PARCEL MAP 72062-1 FILED FEBRUARY 22, 2016 / 2 2 2 1\� IN B OO OF PARCEL MAPS, AT PAGE 76 (4/ • HEOFFICE H OF E KERN COUNTY RECORDER 2 fr s X EXISTING ADDITIONAL RIGHT-OF-WAY, ri m <r A LANDSCAPE EASEMENT AND MULTI -USE TRAIL y w EASEMENT AS DEDICATED ON PARCEL MAP 12232 S FILED OCTOBER 3, 2017 IN BOOK 50 OF PARCEL / MAPS, AT PAGE 192 IN THE OFFICE OF THE KERN 3 COUNTY RECORDER. DATE 1103/2019 PA JOB No, 2709E AREA DETAIL NOT TO SCALE °- 0 v n 9 0 N v c E 0 E 1.1-7317 Ph B �I COB RECORDS No. t� Lli 0 z N/ R J CLp^ Z VJ %� 'v/w^ J Q IIII 1 CL w 4 Z ® - ® F- 0 0�u ca c�� 0y �✓ e a.' LrL �/��y/ L46 U) F` 0 _ U) z p J w C10 r,_ u W U t W (4/ LLJ fr y w DATE 1103/2019 PA JOB No, 2709E SHEET 2 OF 8 SHEETS CQN5TRUCTiONNO11ES ED CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C,O,B. STD, DWG. ST -1. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO ® INTENTIONALLY OMITTED FINISHED GRADE PER CITY STANDARDS. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". -e`' INSTALL 9,500 LUMEN STREET LIGHT PER GO.B. STD. DWG, ST -23 THRU 26 AND ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. 510. DWG. N0. D-14 Xx' C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LWI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES ❑S SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND OR EQUIVALENT AS APPROVED BY CITY ENGINEER, SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. Q CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O. B, SID, DWG. ST -22, CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. STD, T-34, INTERMEDIATE PULL BOXES NOT SHOWN. (7 INTENTIONALLY OMITTED (s) PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) CONSTRUCT 12' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.S. STD. 0 PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINT$, ETC.) ------ STREET CENTERLINE PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -8Y OTHERS). ---- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) 90' WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKDAE RANCH DRIVE) TO THE CITY OF BAKERSFIELD PROPOSED ADDITIONAL RIGHT-OF-WAY (TO BE DEDICATED PER PARCEL MAP 12232) PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN 800K 60 OF PARCEL MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. -- -- - - - PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) NORTH FL = NORTH SIDE FLOWLINE STATION -=_= PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) SOUTH FL = SOUTH SIDE FLOW'UNE STATION _ ,g ._ -"- EXISTING EDGE OF PAVEMENT ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. SEE SHEET 2 FOR TEMPORARY DRAINAGE BASIN DETAILS ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR INTERSECTION DETAIL N 6 SEE SHEET 6 FOR STRIPING & SIGNAGE PLAN it JAI / HE-a� n+ �gy SEP PR�jE°�� PARCE a + c 12062-2) _ - -- T ------------------ \ ri I_ f 1 / If FUTURE IMPROVEMENTS 4 49 '7- `f -- - - --------------- - - to f.�- _ -� - r Ny Rsp�G ��SFR ITGV,yE�gY G\ "��� I T ,\ 1`, a PARCEL 3 CURVE TABLE CURVE RADIUS LENGTH DELTTANGENT _ Cl 1500,00 573`42 21'54'11" 290.25' C2 2000.00' 709.12'_ 2018'53 358.32' _ C3 1500.00' 80.99' 03'05'37" 1 40.51' C4 1500.00' 492.43' 18'48'34® 25.29' C5 30.00' 49.31' 94'}0'36" 32.27' C6 30.00' 44.94' 8549'24" _ C7 1966.00' 444.96' 12'58'03" _27.89' 223.4 C8 2034.00'1 721.17' 20'18'53",_ 364.41' C9 CID C71 30.00' 1966.00' 2000.00'1509.48' 47.98' 1140.39' 91'37'41" 1 04°05729" 114'35'44" 30.86' 70.22' 256.13' C12 200000' 199.64_) 05'43'09" 99,90' PROPOSED SUMPm (SEE SEWER & STORM DRAIN PLANS) on / EXISTING TEMPORARY SUMP EASEMENT PER oM ` /PARCEL MAP 12232, P.M. BK. 60, PG. 192 n If 1//JJ f f �._---_____- ( PROPOSED m� / --� CITY OF BAKERSFIELD ,+lo WATER WELL SITE �w (TO BE DEDICATED BY SEPARATE INSTRUMENT) IL-1-- ` - � -- -- -- EXISTING 10' WIDEACT 7317 ,q LANDSCAPING. v) SIDEWALK AND P.U.E. EASEMENT Ori PER PARCEL MAP 12232, P.M, BK, (PHASE 5) 7 60 P G. 192 ,n _ 1 - as i i j 55--- .(��___(L���f 1 - �Y 560'59'071 56 /So±7464.�._-�.- A 1 @-I-..._ 4 I{ �j ) LIRj 7YP F- __ t j INTERSECTION DETAIL ( -- 57+15.24 - `-- + - _ ;' _ L '' {/ (SEE SHEET 5) 50384 1 ,---1-` ( / a ( ( BC C2 •�,,•+. _ `' -_.f; i - _ ' EXISTING 13' W70E MULTI -USE R TRAIL LANDSCAPING AND P.U.E. 12 EASEMENT PER PARCEL MAP Iz 72232, P.M. BK, 60. PG, 192 R 1111 t / $ g TRACT 7317 _' I', Mp o 70'H iJ r Q(N EXISTING i3' WIDE MULTI -USE •, n 1=' p� na. (PHASE 6) 9m n�, °I __*lilI H N TRAIL LA4DSCAPING AND P.U.E. Iw (P.M. 12062-2) A N< vpml N+ am mos CONSTRUCT MIN. 0,30' A.C. PAVING OVER MIN. 0.55' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD, COMPACTED TO 957 MAX. DENSITY TI -6.0 R=32 --..__-.- M. EASEMENT PER PARCEL MAP ¢ ~ 12232, PM, 6K. 60, PG. 192 !g ` COOOKLINE 'IT M TRACT 7317 RIVE(Br LANE N �� (PHASE s) SEPgR + ,�+ MrI qTE PLANS) �� +ATI HORIZONTAL: 1"=40' TEMP BASIN °'B" +" VERTICAL: 1"=4' N (� nnl P41ACC a (SEE SHEET 2) PLANS . irJR¢VM vHJII .vmJbNI`N .vJO Nl`irgM -iWc. N Iy �JWIf O�bfif p JMOH PNJ. VpSJHUID tiNVM .. ....OOpR.,11 Q�@ 11Jhit IJWO rur JR F2MM_pN U -02p 2 360 o +� ... 360 .... .. .... ............ ...... ....... gNFm Ss-- Mvi+.AJ 9C5 LLMC M LLM pLL. Ogb h V 356 ........ : ... : .. .. n : .. "' .. :. :. ... : .. -' 'fUTl1RE fZOiK/NE PR6RLF : r `In -i k2s9x; . .. Z .. I ...: 356 352: EXl5MIG GW I ND PROFILE AT CEN7ERIINE 352 It - I .......... ....... .+0.438 ... .. _ O t 1 d o a a o ao pW > a. ...oPOo EbON1E a . w`d0 ' 10 348 o a 0 a348 + L .F +<9 N . . . . 9&70' YERTICkL CURVE . _ 540' VERTICAL CURVE 194' VERTICAL CURVE 344 ......... 344 49+00 50+00 51+Od 52+00 53+00 54+(3® 55+00 56+00 57+00 58+00 59+00 FUTURE CONSTRUCTION BY SEPARATE PIANS PHASE 68 _ NORTH FLOWLINE PROFILE WESTSIDE PARKWAY RIGHT-OF-WAY II Ui< Il$ 7_� II �' II IV II w 49.31' 44.94' Rp U it p V N VV oU O U R --v' .nm ii V . .rapO�yilwm .O "PI�aV. 6NI'�N) K r4 - ON CURVE yj .rG 9N aO �9 i +360.......+Nmau']O�O'�gg- WWp�jl���M1� 360 O;'.+Mm ~iMIrI O vla-�.M�{Iii +M�i M1'r�M WIM vI�i �.MiYM .oLL H N IM : : M - i ~�, �.'�•` eA : YAM rel' nuj i f0 0 'N Rl gj tfi 'O O p M p . : , . .}r .. .-�...... .. .. _ � . .. : .. ... ..... .: ...: : .. 356 .: .N� 356 E.A7 C V7&l1NE _e 352 :. 352 . ... .._..I:..... ..... .. I ... .. ... ...... XlSTfNG GROl1No PROF/[E H R a2Samc _ _ _. .. .. ... .. .. ... .. ..... .... ... fT OtKlNL- PRDF7L .... .. $ .... ... .. . ... ... . .mow 346 : `; oo �, > g�t'�' a > �,� V> o > o > DESm rzoac./NEPR tE-" `-Z 348 fOj d O 2 N)i`Y �y 4. 44 ER Ol`L, NN$ Q. + .+ r + b + m + n ui+ mar + n ai m o + ro �°p`+ p - N NN Nlrn Ma hM NtD 11216{;M VN h> MapO . ,. �j J n II O MJItO\p ,O 'V JLO U7• . . . . . . . . . . . . . . . . . . . . \i. M ti M tJi.1 r0 L�IM MLtIMM ii") \R4k1 M LL ^� L..M Nu. M 344 86'. VERTICAL CURVE . 520' VERTICAL CURVE _ . .200' VERi1CAL CURVE 344 .............................. .. .. .... ........ ...... ...... 49+00 50+00 51+00 52+66 53+Od 54+00 55+00 516+OQ 57+00 58+00 59+00 SOUTH FLOWLINE PROFILE D aGo 18'9 wU a W8 Z M ffi W � % H Vi (� w �y w33N CA UJ r01 0. MM U. < m N �a Di`¢yi�wci �¢ w Mj r k=g iilcio 4a `no CI tL> xUwx-dY l�ia'6 <D "zz�ai O yyqq��w!'w w ® N RHO. i-0-fing.< 1.1-7317 Ph B :OB RECORDS No. Y Q Lij ii W uj In C • M t , i 0, t E cn 01 SHEET sSHEETSI QOUSTRUCTION NOBS 1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.S. STD. DWG. ST -1. M2 INTENTIONALLY OMITTED ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.0.6. STD. DWG. NO. D-14 Q SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWGUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ® CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD, T-34. INTERMEDIATE PULL BOXES NOT SHOWN. [�]7 INTENTIONALLY OMITTED © CONSTRUCT 12° WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS 'B" CONCRETE) (SEE C.0.8. STD. DWG, SI -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC,) ❑9 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). 10 9D' WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. NORTH FL = NORTH SIDE FLOWLINE STATION SOUTH FL = SOUTH SIDE FLOWLINE STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERUNE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED. q T � L' �- N( TRACT 7317( (PHASE 6) zl �t W! ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. LENGTH 573.42' -d INSTALL 9,500 LUMEN STREET LIGHT PER C.p.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. 1500.00'_ TD EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 03°05'37" Q PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) C4 O PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAW PLANS) 492.43' -----.- ---- STREET CENTERLINE 25.29' ---- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) 30.00' ------ PROPOSED ADDITIONAL RIGHT-OF-WAY (TO BE DEDICATED PER PARCEL MAP 12232) -- - - -- - PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) C6 PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) 44.94' EXISTING EDGE OF PAVEMENT 27.89' SEE SHEET 2 FOR TEMPORARY DRAINAGE BASIN DETAILS 1966.00' SEE SHEET 5 FOR INTERSECTION DETAIL 1258'03^ SEE SHEET 6 FOR STRIPING & SIGNAGE PLAN _ C8_034.00' C9 TRACT 7317 hW (PHASE 5) + EXISTING 10' WIDE LANDSCAPING, SIDEWALK AND VIE. EASEMENT PER PARCEL MAP 12232, P.M. BK. -- 60 PG 192 SAN BUENAVENTURA STREET (BY SEPARATE PLANSI �-- iTEMP BASIN "A" ` (SEE SHEET 2) 1 -- ---- i , ----t 163 P — t Cz s2+2472 5 — ! NT ! 08 1 EXISTING 13' WIDE MULTI-USE1 TRAIL, LANDSCAPING AND P.U.E. EASEMENT PER PARCEL MAP 12232, PA, BK. 60, PG. 192 TRACT 7317 (PHASE 3) #� "'� No 'lK I" CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0,55' CL -A AGGREGATE BASE OVER MIN. 1.00' NAT. GRD, COMPACTED TO 953 MAX. DENSITY TI -6.0 R-32 47.98' h.--47.9-8' ��.i ONp p ON CURVE I 348 . . . . . M w I ; 51 � X101 7 4 I STOCKDALE RANCH .- 3 A PAVEMENT DETAIL / 4 SCALE 1"=30' TRACT 7317 (PHASE 5) EXISTING 10' WIDE LANDSCAPING, SIDEWALK AND P.U.E. EASEMENT PER PARCEL MAP 12232, P.M. BK 60, PG, 192 _ - - �a 65+093 - 66--� 64124,35�N 65 64 IMPROVEMENTS $ -- - - - � 1 EXISP.NG �--'- D° m- I- .bsosa'7_ t i VAI 11��1 ii i 1 TRACT 7317 w L..'-.+--..; 1-__--:�-?"-ti (PHASE 1) +yiU� +�Ia 6 ,b w os. U 11 NO JNUyaj 'pd vy U_ V Zm N WW ° V<1 IF COURT (PER PHASE A PIANS) �N- HORIZONTAL: I'=40' VERTICAL: 1"=2' . ............................352 ...350 ----------------------- ,� o m 48 �£X/SANG F(DIMl of PRS f oszz «1i3x �D£srcN �zoN£.PPPa rLE ...... 3 GUKVL It BEL . CURVE Cl RADIUS _ 1500.00' LENGTH 573.42' DELTA _ 21°54'11" TANG NT E 290.25'1 C2 2000,00' 709.12' 20'18'53" C3 1500.00'_ 80.99' 03°05'37" _358.3 40.51' C4 1500.00' 492.43' 18'48'34" 25.29' C5 30.00' 49.31' 9470'36" 32.2T C6 30.00' 44.94' 85'49'24" 27.89' C7I 1966.00' 444.96 1258'03^ 223.43' _ C8_034.00' C9 2 30.00' 721i7' 47.98' 2018'53" 9137'41" ' 364.41' 30.86' C10 1966.00' 140.39' 04°05'29" 70.22' C1-1 2000+00'1509.48'114'35'44" 256-13' C12 2000,00' 199.64' 1--- 05°43'09" 99.90' a4 guo Tzcd oug¢ «ON}N d 3J�w� ui 2 Et - z����m gg I�a8�LL5� I1! cry M g�WYW�w�� 0�K U io $W� QFIwQ-w V to t y Q u•,���40 < m 0 sogg�gw'o� Z ami 4 ozybWE- a� W LM to c) v Hz Y §>¢`� Hwt O N Z 4 W W 001 A V�fpV(�'>W ZaQ] ui NJ / W Z /W/� V/ mt w < W m 2E W CL ®UJ®o® ® CF) F— Q CL F a o !"" 0 a W a v I F- a L(•1i/� U a vu J +0.26% /CVWJ# PR(T/ZE. } 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 NORTH FLOWLINE PROFILE a 46 32' 46.32' a ONVE ON CURVE I 1 am6w w am 0i wlh m�(.wp{' w µm o 354. . . . .Q�©" $e- 1. QO 352 K R_.. _j. :-R_. :- .-. - .. . ... A+ vtj £X15 NG CIFNO P DF71£ A CENT£ LIN£ 350. ..:. ....... ...... :...:. .:...: 350 . -. .. _ _ +lei. Y Q � t y a¢ o w NOTE: VERIFY EXISTING LOCATION AND. ELEVATQN I -_ IN FiEN, PRIOR TO CONSTRUCTION AND NOTIFY. DATE 1/03/20'19 ENGINEER IF. THERE ARE ANY.DISCREPANCIE$. _ _ E ........... �___' 025:').` JOB No. 2709E 348 :...:.......:...............:...:.. +0.2516:...:...:...:...: ..:...:...:...:... ...:...:...................:...:...:...:...:...:....348 SHEET PA JO FXlSI1NC ROlif/NF PROFKE a $ E DESIGN DH�IN R E PROA/t£ : : : : 59+00......... s®+00 ...............61+00....... ...62+00. 6s+®0. .. 64+00 65+00 66+1 66 1.1-7317 Ph B 4 SOUTH FLOWLINE PROFILE COB RECORDS No. % OF 6 SHEETS \41 LU I UP I c. N� \ I \ I I I i � I I OUTSIDE WHEEL LANE (SHOWN IN PROFILE) h � 5133 _s AC•* ------ 25h% UP -7-7n-- 25475"%; !i \ X2.. 51.62 TC 51.12 FL ADA PATH OF TRAVEL h 5700„ - y G ,! ' 41 ♦ AC _ AC ♦ AC 90 II A J- G / i 53,241 3.40%� I 9Y ac ��• - ��+w� a I S32 �N J ... �. ,.. AC v n1N � G`' �` >UW I� �-i4 —•-.. t 339i ci 'min I_ ppQPOSED EDGE OF PAVEMENT I ( \A Nh ?i I y i I ' i BR�bOKLINE Lkk�E ' I W 1 I � {BY SEPARATE PLANS) M -------------- S F / / / / / HORIZONTAL: 1"=8' VERTICAL: 1"=2' 356........................................................................ ............................... .................356 350, ... ....... ...:... .......:...:...:...:350 55+50 56+00 56+50 STOCKDALE RANCH DRIVE PAVEMENT PROFILE rcl Qjfal N Z "'p ua5m�4 OZ'�N VIU jo �cn& N O F Q U Vamw 03-vqg� �1l 613- H K �N gg'$6o 0 �0 4UJ G Q w aw�u o yayl1 �w�yy� �� x 1.1-7317 Ph B COB RECORDS No. E z �^ M Lo C 0 N O W a E r W M ¢>U� �r Y Lu N 06 Z 1 Z M W v OtO n N I - M M a 11 DATE 1/03/201911 5 OF 6 SHEETS W w O z .. [y m W U- w a a x ii M M a 11 DATE 1/03/201911 5 OF 6 SHEETS ROADSIDE SIGN & PAVEMENT DELINEATION NATES 1. TRAFFIC STRIPING PAVEMENT LEGENDS & RECESSED MARKERS SHALL E E L BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD CURRENT EDITION. 2 PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING, ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD CURRENT EDITION. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT, 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9, ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. IT. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. PAVEMENT DEU EATION LEGEND ® INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER INQINDICATES DETAIL NO. ON STANDARD PLAN. © INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. 6® INSTALL IV WHITE LIMIT UNE AS SHOWN PER CALTRANS STD. PLAN A24 -E ® REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). 'L. INSTALL TYPE IV(R) WRITE ARROW CENTERED IN LANE AS SHOWN PER CALTRANS STD. PLAN A24A INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN PER CALTRANS STD, PLAN A24A INSTALLAT A24IIR) WHITE ARROW CENTERED IN LANE AS SHOWN PER CALTRANS SM. PINSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN PER CALTRANS STD. PLAN A24C STOP INSTALL MITE "STOP' LEGEND AS SHOWN PER CALTRANS STV. PLAN A24D STOP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN PER CALTRANS STD. PLAN A24D AHEAD NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SIGN CODES LE NDND. L, QE YELLOW DIAMOND OBJECT MARKER OM1 -3 — 01 — TYPE 11 VERTICAL OBJECT MARKER OM4-3 — RED DIAMOND OBJECT MARKER SNS - STREET NAME SIGN STREET LIGHT STANDARD. SNS—METRO — METRO STREET NAME SIGN R1-1 - STOP SIGN 3 z rc R3 -5(R) — RIGHT TURN ONLY �- R4-7 - DIVIDED ROAD R5-1 — DO NOT ENTER R6 -1(R) — ONE WAY (RIGHT) R7-9 — NO PARKING BIKE LANE R11-2 w ROAD CLOSED R26(CA) w NO PARKING ANYTIME R81(CA) — BIKE LANE Wt -6 (R) — ONE—DIRECTIONAL LARGE ARROW SIGN (RIGHT) W1-6 (L) w ONE—DIRECTIONAL LARGE ARROW SIGN (LEFT) WI — TWO—DIRECTIONAL LARGE ARROW SIGN W3-1 — STOP AHEAD W3-3 - SIGNAL AHEAD W31 (CA) — END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CAUFORNIA CODES, STC sP ECfpIC , PARCEL 1 / 1�Qa �4 b7!:3P LE NDND. L, QE � wa o -� wa ®o� EXISTING SIGN TO REMAIN. w�w� ® INSTALL NEW 1 POST SIGN. a=2g µD m INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING CaNw3 STREET LIGHT STANDARD. Sy A RELOCATE EXISTING SIGN. 3�.- a g y y n REMOVE EXISTING SIGN 3 z rc (SALVAGE TO CONTRACTOR). a o W v v m �- SIGN LOCATIONz$gg �d a�t'i w�mhca ��gUqic4�a�g�g (2..y �z�4O Rgly,,+ � w wuxj ��3i�Qunrc7d hF S/ Fs K -N RARIPOANs) P.M. NO. 12062-2 t 11 (1 —---------- -- // 51 -- _•------ - ��- _ \-FUTURE IMPROVEMENTS- 53+Oa_98 CL N7 50 ✓_ h 49 - RELO FRON PROPOSED SUMP (SEE SEWER & STORM DRAIN PLANS) (PER P.M_ N0, 12232) 0 – -4 -- `)PROPOSED \z – ; �� CITY OF BAKERSFIELD – – _ WATER WELL SITE y TO 8E DEDICATED 8Y SEPARATE INSTRUMENT) `Lti+43.26 5 TCA) II 57+1 23 METRO E CA) • p--te l i;�r�l. I I I SHAIIL NOT CORE INTO PAVEMENT Ny wh N hl PARCEL 3 / / TRACT 7317 P.M. NO. 12062-2 ` (PHASE 6) ,h STATI+ -59+00 TRACT 7317 –� (PHASE 5) RELOCATED FROM STA 69+671 k �w� TRACT 7317 (PHASE 6) -1111 ... i I-ill''1111,101l14, 114 SAN BUENAVENTURA STREET (GA ----- CA) i -- "`--1 7 ___ 72 CL 1 i CA atm'---�` _----,__ --- _-`---------_-- - -- – w t---------- _ a TRACT 7317 (PHASE 3) "UOKLINrE LAE ((BY SEPI ATE PLANS) s TRACT 7317 NI (PHASE 5) COPD'r — — — — — — — .-- _ _. --- ------- ---- s --� METR , MATCH EXISTING STRIPING I RELOCATE EXISTING BARRICADE } 70 STATION 55+551 - _ ---' 64+24.35 65 ' EX®2 _- 65+09.38/ C � f P EX�? — 6 I ( CA) 11 11 11' 1 lill III '114 l 1 ri CHICHESI COURT (BY SEPARATE PLANS) ,INSTALL TEMPORARY TYPE 3 BARRICADE ON SKIDS WITH (3) 01,14 MARKERS AND (1) W31 (CA) SIGN. TRACT 7317 (PHASE 6) �N- HORIZONTAL: 1"-40' TRACT 7317 (PHASE 5) HORIZONTAL: 1"=40' 1.1-7317 Ph B COB RECORDS No. W K v y DATE 1/03!2019 PA JOB No. 2709E SHEET E OF 6 SHEETS