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HomeMy WebLinkAbout6.1-1685REVIEWED BY: PARCELS 1, 2 & 3 OF PMW No. 11 -0137 W00005 7//(Y/ / y TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR, CITY.OF BAKERSFIELD NICOLAS FIDLER C 61069 BENCHMARK USED: CHISELED "0" ON TOP OF CURB ON SOUTH SIDE OF CALIFORNIA AVENUE 300 FEET EAST OF REAL ROAD. ELEVATION = 394.175 FEET (USGS DATUM PER C.O.B. BENCHMARK BOOK) VICINITY. MAP NO SCALE DATE —7 �4)__t4 DATE BAKERSFI ELD, CALIFORNIA MATERIALS LIST ESTIMATED QUANTfTiES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREET IMPROVEMENT PLAN ARTERIAL STREET 715 L.F. 0.50' A.C. /40' A.B. (CALIFORNIA AVENUE) TRUXTUN AVENUE RAILROAD TRACKS 0.70' A.C. /O.34' A.B. /O.34' A.S. 4, 934 S. F. EASTON DRIVE PI— )DROJECTiN 6" CURB AND GUTTER cn L.F. S1I'E 405 CALIFORNIA AVENUE 4" THICK SIDEWALK 3,105 S.F. TRAFFIC CONTROL SIGNS 7 EA. WHEEL CHAIR RAMPS 5 EA. STREET LIGHTS (9500 LUMEN) E.,.. o CROSS GUTTERS (S' WIDE) 0:: EA. SA WCU T 746 L.F. STRIPING 19,040 L.F. (EAST, SOUTH, NORTH, WEST) P.V.C.— POLYVINYL CHLORIDE 06 v �G> O C) ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.G.J.— RUBBER GASKET JOINT CB— CATCH —BASIN R.C.P.— REINFORCED CONCRETE PIPE (0 CD o VICINITY. MAP NO SCALE DATE —7 �4)__t4 DATE BAKERSFI ELD, CALIFORNIA MATERIALS LIST ESTIMATED QUANTfTiES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREET IMPROVEMENT PLAN ARTERIAL STREET 715 L.F. 0.50' A.C. /40' A.B. (CALIFORNIA AVENUE) 9,442 S. F. 0.70' A.C. /O.34' A.B. /O.34' A.S. 4, 934 S. F. (RIGHT TURN LANE -- CALIFORNIA AVENUE) PI— POINT OF INTERSECTION 6" CURB AND GUTTER 141 L.F. 6" CURB 405 L.F. 4" THICK SIDEWALK 3,105 S.F. TRAFFIC CONTROL SIGNS 7 EA. WHEEL CHAIR RAMPS 5 EA. STREET LIGHTS (9500 LUMEN) 3 EA. CROSS GUTTERS (S' WIDE) 2 EA. SA WCU T 746 L.F. STRIPING 19,040 L.F. STORM DRAIN 18" R.C.P. STORM DRAIN ADJUST TYPE "A" CATCH BASINS TO FINISH GRADE LEGEND 12 L. F. 2 EA. CL— CENTERLINE DWY— DRIVEWAY FL— FLO WLI N E BCR— BEGIN CURB RETURN ECR— END CURB RETURN PI— POINT OF INTERSECTION EC— END CURVE BC— BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC— POINT ON VERTICAL CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE PRC— POINT OF REVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE POC— POINT ON CURVE GB— GRADE BREAK HP— HIGH POINT TMH— TOP OF MANHOLE ELEVATION INV. — PIPE INVERT ELEVATION (E,S,N,W)— (EAST, SOUTH, NORTH, WEST) P.V.C.— POLYVINYL CHLORIDE 06 = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY C) ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.G.J.— RUBBER GASKET JOINT CB— CATCH —BASIN R.C.P.— REINFORCED CONCRETE PIPE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1- 80227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG SHEET No. INDEX OD TITLE SHEET D GENERAL NOTES— DETAILS M CALIFORNIA AVENUE PLAN AND PROFILE Oa CALIFORNIA AVENUE STRIPING AND SIGNAGE PLAN 3800 _ANVEj\1UE FUTURE C OMiM r RCIA- L DEVELOPMENT z o- PARCEL 3 PARCEL I PARCEL 2 P W PI1W 1 1 —01 3�' P.I w 1 1 -0137 1 1- -013' Li CALIFORNIA AVENUE EX. CMi1 JIM r R C IA L & R E ST_A U R_A JAI r LEGEND QX SHEET INDEX NUMBER -------- a- DIRECTION OF DRAINAGE CATCH BASIN -a 9500 LUMEN STREET LIGHT — "— K EY SCALE: 1 =200' 1 � Z W W F-- Q (JO w W Z Z W V W u- u- U- �6:50 w0cn M 0 z Lu �m =ZF- w �LLZ�E- w=¢zcnpwmco Lu >�. Q 1f_ r0ZJC/)C'60 U 0 �► w X x: � -' 55 _ M z ca z CO) Lu Z: Wa¢v�LL E_ 0 0 LL z u � w0 -0©0 �u)C3 w Z: F_ L '& :ir- W w v m0 Wzv)�wz �z Zz �-3. c fla pCL wW>->6 � =c�nm c�wzw F-co Q LL �°zWoaQm °0 < Wa Q uj �Z"0W wQOd C6 CL0C U) ZU[Ct z0wwwpWQzd C}WZw3: U <tL' 0- Z4_�w>pV3 = 0 W w� 0 Lu Lu uU.Z- ( t - Z- o- EL zuZZ ILL WwwWw(w Q.Mt5 cn20 m ED < w w <c�j��W'Wd'Q OC < () -i 0(1)w=MzQQOA LL >:�LL Z rz wowww =W ©m W Q 0 e,.. > ca QFxO�WC0 CL F- Wtt�WOWZ co>- U) �tpa0- -S0w<m V) W u- LiLi Ltd Z 40 wmzz Q Ix - , Ir -V) Z <aLjLJ OWWWO��,.= i- Z r-1 LL_ LLj m<z���VO� Lit.! } _ , z z D ~ 00V)cr < <uj Ld 0 . Z }--- m Uj w0Z�Q °< _j LLJ C�z��,mw ��- a_ z0 V) Ur>- ocr-WC�zV) m w m LAJ (��� �o V) 3:: u- 0 , U- P LLJ Z V) Li Ld ) Of 0 QMC�� ~� ~C)t 0 C) MzC)0 —c)DCL Ld 0 > t_ V Zw <•..� �n <Lj _a� Z <-" w o0 < < 0 F-.- 0 —z Z < < Z0F_ -F-00 <P§�O wwzwo _j CL� 0: >Z�F- W _Jzd 0 V) c) W>-OLa _m:2cr0Lu F-- :2C)0F_00C)w c 0-- co L'� COB RECORDS No. a 0 cp -0 0 ■ z C) 0 co .. U) O c� LO 0 Z c� a N P-- r � L M w > (.) T- .�. w W Z 0 F- 0 0 z u W u LL z cti l< > L '(1) Cr) 06 Z C) 0 Z c/) N M I. r r" (0 CD o \NEER # b 4;5� 00 A. co cn 3 M > U V � W z� Q Z � W z Q �Q wZ O� ryO 00 �J wU w o �o � M W W 2 Cn W J F-- F� W z a > LO DATE 06/03/2014 cl PA JOB No. 2507 z SHEET w o. o� i a '� OF 4 SHEETS O r � w w W Z 0 F- �- m Z Lu z u W C 0 > U. 0 C 0 w \NEER # b 4;5� 00 A. co cn 3 M > U V � W z� Q Z � W z Q �Q wZ O� ryO 00 �J wU w o �o � M W W 2 Cn W J F-- F� W z a > LO DATE 06/03/2014 cl PA JOB No. 2507 z SHEET w o. o� i a '� OF 4 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637 LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE 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 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 THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.- 1 -800- 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY L Y 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. SOB 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=1.51' 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 11 . 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 WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 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. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92- 1.02(6), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED- IN THE WORK CONFORM TO THE REQUIREMENTS OF 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 OF 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. 7. 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 -4.011 "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 BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 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 THE 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, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE 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. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS 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. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 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, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES for Concrete Structurol 7hkknesses: /j�f T.I. Concrete M N 5 � 0 Subbase (AS) rt h z o i 777 oj4* \ (iosmm) Z .... o.6-9 V -9 (mmm) a 4-0 (i6 ! m) . j4 0 (f asm t ) a5 - a;'# pmnm) x..34' (mmm) ai`4' 005"m) ' a8# (2iom,") 12.0 ���o �o� w E-- CO a-- a 5th' (isomm). 12.5 a 9,v (26ftm) a i4, (imnm) a a r (24im ) 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED DERED A PART OF THESE PLANS. ��- c,a-z awa W " L L z uj W co W w< r- (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED w +� -� ° � z z co a.¢ zo w�¢�',�awmc�� =- w > C/) m fit? CITY STD. N0. DESCRIPTION CITY STD. NO. DESCRIPTION Z�c��S oQ =�� W = �Zm � Z ST -1 CURB AND GUTTER (TYPE A ""B" AND "C" ) Q ST -17 - WIDE CROSS GUTTER W(�� � _ We wQwC ow s z- v H ` a W c a < �' _° Of) 0 ST 2 COMMERCIAL DRIVEWAY Q ST -18 MEDIA (TYPE N CURBS M, M -1 AND M -2 9 z `oLu � WmRogw D20 < o a R� -Oz-- a _� a W U t- --- ST- 3 SIDEWALK Q ST -19 H ANDICAP RAMPS Q�Q�oz }� m c� Q o ( Y ° " z o � � .. tl. El ST -4 RESIDENCE DRIVEWAY -- ST 2O PRIVATE STREET GATES 6K0oa- zo � W w>- u 0 W co w > o z � � t�,l Q - z zzu- 0 0 w W N ST -5 HOUSE NUMBER FOR CURBS El ST -21 REFUSE CONTAINER PAD U- - z -- C - � _ J ;WWZOQ cu co ST ©o�.n a z a (n -1, > Z 0 o .- -6 PAVEMENT PATCHES ST -22 TRENCH ENCH BACKFILL AND COMPACTION REQUIREMENTS � ° � `' _ �'= ° ° Q W � © � U) N El ST -7 CROSS -- GUTTERS El D -10 SIDEWALK UNDERDRAIN co 0- tJw IL co z a a_ o � � n = °` > � � � �- Z �- �-- Z � -�..� cy) � r Q ST -8 26 INCH PART a Cl) aw°ZZ°Z °-�- �~ Z w 3 L z 2 o CIRCLE CULVERT El D -11 DRAINAGE BASIN w? z z z o ST -9 STREET SPECIFICATIONS D -14 CATCH BASIN, TYPE A oW 1cw >¢vw°cn?o ��0 = z Q" a � � � 0 ST -10 STREET SECTIONS Q D -15 " _ " CATCH BASIN, TYPE A 1 z�oWo,.��_ c� _ a >-� Q ST -1 OA STREET SECTIONS Q D -1 6 GUTTER DEPRESSIONS ZQ � w Q o > -° ST -11 STREET CROSS SECTIONS Q SW -4 MANHOLE, TYPE A WITH DROP CONNECTION g ° � ? = 2 w a o � o _ o� W QLwu Ow jZ0,< 0 ST -12 ALLEY CROSS SECTION Q SW -5 FRAMES c COVER FOR MANHOLES & CLEANOUTS w w 0 w z g co >- CO = _cow = o w z=) F] ST - --- aa.i- -uow�m -13 SURVEY MONUMENT T -1 STREET SIGN, POST TYPE ful ST -14 "STREET LIGHT, MAST ARM TYPE El T--3 MAJOR COLLECTOR TRANSITION Q ST -15 CU L-- DE- SACS Q - T 12 MINIMUM ACCESS DESIGN Q ST -16 STREET KNUCKLE ® - T 19 MISCELLANEOUS SIGN DETAIL ui *'FIBERGLASS STREET LIGHTS NOT ALLOWED T -34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES T -XX STANDARD RIGHT TURN LANE INTO COMMERCIAL W o 2 OR PRIVATE DEVELOPMENT � w m tt 0 W w m CALTRANS STANDARD PLANS, a � > 11 o L w 1. THE FOLLOWING CAL TANS R STANDARD PLANS SHALL BE CONSIDER ED A PART OF THESE PLANS. (CONTRACTOR TO I oc o` Q OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN [9 A88A & B DESCRIPTION CURB RAMP DETAILS ROW Lhe Wm &wted or wvwd offiwv a by the Katy Enow For Commarid &imvx see of ftws%fd st&� Sr-j & ST -4 (SIMILAR) II I I I Flow L'e I I 1I 1 II I r td r I N07` . t. D* &*1d goy be used mW m*e mtrahis waist. Dotal - moy be used aidw other' Mini 2. See Oty of fters&d standard Sr-f, Tffle m8# aA and grtttr, for ad ""k of s and Me& J. Sae all of stodard St" -l4 for strockrd pm►t sctkn infbi Marti n. 4. to how a.t25 by 2.o* ( &hw) e p` of i5' (4.i ) lac wd a5v v }t ) qmsion , is at 0 (2un) a 5. Sarowt existing of pa►ox►en`t as acted by the City Enow- 6. r4plbc4 or rote arry nwesw y sirs pw dly fed kwwts or as *ected by the aty * ". Z Any d **tires hm thk standard mst be t oad n wing by the aty b eer. TAME "'A to The foil wing for Concrete Structurol 7hkknesses: /j�f T.I. Concrete M AB D t Subbase (AS) rt h z o i 777 oj4* \ (iosmm) Z .... o.6-9 V -9 (mmm) a 4-0 (i6 ! m) . j4 0 (f asm t ) a5 - a;'# pmnm) x..34' (mmm) ai`4' 005"m) ' a8# (2iom,") 12.0 aj4' (imm) a 5th' (isomm). 12.5 a 9,v (26ftm) a i4, (imnm) a a r (24im ) ao' (arft) Agg. Base I e%t -n 7"7 ^A I A A STANDARD RIGHT TURN LANE INTO COMMERCIAL OR PRIVATE DEVELOPMENT CRY' OF BAICt.D ca.a Exist iv AC. A. Bw t �S� retatl� c►ct► FILENAME T--10REV Puwc wms . 01EPARIMENT MODIFIED RIGHT TURN LANE INTO COMMERCIAL DEVELOPMENT NO SCALE w►TE 9/22/ OWN icu ewe=. C=AL M K l.S. SHM NO. T- X X I - ices %PEER OD a H n Q LL d vid, V O K 'lS�saa #sir z � w J z Q W W a � WZW pro �Oz � J � WUw � CY) 0 0 0 0 Q U V rl- 0 v� L z i � cc DATE 06/03/2 i PA ,SOB No. 2607 V) F- ui SHEET 0 0 OF 4 SHEETS EXISTING WATER MAIN CONTRACTOR TO COORDINATE INSTALLATION OF DOUBLE OFFSET IN EXISTING WATER MAIN PRIOR TO INSTALLATION OF STORM DRAIN STUB. CONSTRUCT 12 L.F. 18" CL-3 RCP W /RGJ STORM DRAIN @ 0.15 %, PLUG END FOR FUTURE TIE IN. 18" INV S= 387.27 00--\ w EXISTING SURVEY MONUMENT - PROTECT IN PLACE. � 0 UTILITY POLE OO EXISTING Q OO EXISTING STORM DRIAN MANHOLE ss EXISTING SEWER SD 0 tU O) w EXISTING o SAS EXISTING GAS MAIN m � IC II FIBER OPTIC LINE 45.16' EXISTING FIRE HYDRANT p4 EXISTING x °� wv of � p w 19.95' + 35 _ C7 Z o 32.45' 21.07' 92'58'20" C8 1445.55' INSTALL HIGH STRENGTH GROUT TO 75.07' 05`56'43" C9 RAISE INVERT OF BACK OF CATCH 31.93' 20.52' 91 '28' 29" BASIN TO 387.25 EX. 18" STORM DRAIN CONSTRUCT PIPE SADDLE PER C.0.6 18" INV N= EX. 18" INV= STD. DWG. D -9 � 387.25 q.�t 387.091 OVER RELOCATED WATER MAIN EX. 18" INV S= v, „ 387.14f ��� EX. 8 SWR INV= EXISTING FIBER 384.12f OPTIC LINE (eg STORM DRAIN SECTION 3 N.T.S. EX. RW i 10' t i 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK LEGEND REMOVE EX. GUARD POST -- EX. 8" CURB & GUTTER FL FLOWLINE STATION - - RIGHT -OF -WAY -�- INSTALL TRAFFIC SIGN PER CITY STANDARDS 12 +94.81 29.50' LT / BGN SAWCUT SEE PLAN VIEW FOR STRUCTURAL SECTIONS INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODULES INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. COMPACT UNDER CURB,-' GUTTER AND SIDEWALK GRADE LINE (TYP.) 6" MIN. TO 90% MAX. DENSITY. (TYPICAL WHERE MODIFIED RIGHT TURN LANE IS NOT CONSTRUCTED) J`A� CALIFORNIA AVENUE HALF SECTION CONSTRUCTION NOTES Q1 CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DING. ST -3. 3Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". Rl CONSTRUCT MODIFIED RIGHT TURN LANE INTO COMMERCIAL DEVELOPMENT SIMILAR TO C.O.B. STD. DWG. T -XX. SEE DETAIL q 2 551 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSF{ELD ENGINEER. D RELOCATE EXISTING FIRE HYDRANT, COORDIANTE WITH UTILITY OWNER. D EXISTING CATCH BASIN TO REMAIN IN PLACE, CONTRACTOR SHALL ADJUST TO MATCH DESIGN GRADE. F8_1 EXISTING FIBER OPTIC UTILITY BOX TO REMAIN, CONTRACTOR SHALL ADJUST TO GRADE. F-9-1 RELOCATE EXISTING "GET BUS" BENCH. Fl--ol EXISTING CATCH BASIN TO BE ABANDONED IN ACCORDANCE WITH CITY ENGINEER'S REQUIREMENTS. Fi-il CONTRACTOR TO COORDINATE INSTALLATION OF DOUBLE OFFSET IN EXISTING WATER MAIN WITH CAL WATER PRIOR TO INSTALLATION OF STORM DRAIN STUB. *SEE SHEET 4 FOR STRIPING AND SIGNAGE PLAN 10' X 60' SEE BAY TAPER DATA No. 1 CALI F(D RN I IA AVENLI E � CONSTRUCT MIN. 0.50' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS it AGGREGATE BASE OVER MIN. 1.60' VARIES NAT. GIRD. COMPACTED TO 95% MAX. DENSITY EX. MEDIAN TI=9.5 R =57 -N- MODIFIED RIGHT TURN LANE STRUCTURAL SECTION: CONSTRUCT MIN. 0.70' CONCRETE PAVING OVER MIN. 0.34' CRUSHED CLASS II A.B. OVER MIN. 0.34' A.S. OVER MIN. 1.25' * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE NAT. GIRD. COMPACTED TO 95% MAX. DENSITY PARAMETERS HORIZONTAL: 1 " =40' CONSTRUCTION NOTE: vER11CAL: 1"=2' Ni w 0 00 C) + ul 00 LO 10' x 60' BAY TAPER DATA No. 1 10' x 60' BAY TAPER DATA No. 2 STATION EXISTING SURVEY MONUMENT - PROTECT IN PLACE. � EXISTING UTILITY POLE OO EXISTING SEWER MANHOLE OO EXISTING STORM DRIAN MANHOLE ss EXISTING SEWER SD EXISTING STORM DRAIN w EXISTING WATER MAIN SAS EXISTING GAS MAIN FO EXISTING FIBER OPTIC LINE 45.16' EXISTING FIRE HYDRANT p4 EXISTING WATER VALVE REMOVE EX. GUARD POST -- EX. 8" CURB & GUTTER FL FLOWLINE STATION - - RIGHT -OF -WAY -�- INSTALL TRAFFIC SIGN PER CITY STANDARDS 12 +94.81 29.50' LT / BGN SAWCUT SEE PLAN VIEW FOR STRUCTURAL SECTIONS INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODULES INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. COMPACT UNDER CURB,-' GUTTER AND SIDEWALK GRADE LINE (TYP.) 6" MIN. TO 90% MAX. DENSITY. (TYPICAL WHERE MODIFIED RIGHT TURN LANE IS NOT CONSTRUCTED) J`A� CALIFORNIA AVENUE HALF SECTION CONSTRUCTION NOTES Q1 CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DING. ST -3. 3Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". Rl CONSTRUCT MODIFIED RIGHT TURN LANE INTO COMMERCIAL DEVELOPMENT SIMILAR TO C.O.B. STD. DWG. T -XX. SEE DETAIL q 2 551 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSF{ELD ENGINEER. D RELOCATE EXISTING FIRE HYDRANT, COORDIANTE WITH UTILITY OWNER. D EXISTING CATCH BASIN TO REMAIN IN PLACE, CONTRACTOR SHALL ADJUST TO MATCH DESIGN GRADE. F8_1 EXISTING FIBER OPTIC UTILITY BOX TO REMAIN, CONTRACTOR SHALL ADJUST TO GRADE. F-9-1 RELOCATE EXISTING "GET BUS" BENCH. Fl--ol EXISTING CATCH BASIN TO BE ABANDONED IN ACCORDANCE WITH CITY ENGINEER'S REQUIREMENTS. Fi-il CONTRACTOR TO COORDINATE INSTALLATION OF DOUBLE OFFSET IN EXISTING WATER MAIN WITH CAL WATER PRIOR TO INSTALLATION OF STORM DRAIN STUB. *SEE SHEET 4 FOR STRIPING AND SIGNAGE PLAN 10' X 60' SEE BAY TAPER DATA No. 1 CALI F(D RN I IA AVENLI E � CONSTRUCT MIN. 0.50' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS it AGGREGATE BASE OVER MIN. 1.60' VARIES NAT. GIRD. COMPACTED TO 95% MAX. DENSITY EX. MEDIAN TI=9.5 R =57 -N- MODIFIED RIGHT TURN LANE STRUCTURAL SECTION: CONSTRUCT MIN. 0.70' CONCRETE PAVING OVER MIN. 0.34' CRUSHED CLASS II A.B. OVER MIN. 0.34' A.S. OVER MIN. 1.25' * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE NAT. GIRD. COMPACTED TO 95% MAX. DENSITY PARAMETERS HORIZONTAL: 1 " =40' CONSTRUCTION NOTE: vER11CAL: 1"=2' Ni w 0 00 C) + ul 00 LO 10' x 60' BAY TAPER DATA No. 1 10' x 60' BAY TAPER DATA No. 2 STATION OFFSET FROM CL TO CURB 15 +89.20 55.00' LT 15 +94.39 54.84' LT 15+ 99.5 54.38' LT 16 +04.77 53.59' LT 16 +09.96 52.50' LT 16 +30.44 47.50' LT 16+ 35.59 46.41' LT 16 +40.75 45.62' LT 16+45.90 45.16' LT 16 +51.06 45.00' LT STATION OFFSET FROM CL TO CURB 18 +96.43 55.00' LT 19 +01.62 54.84' LT 19 +06.81 54.38' LT 19+12.00 53.59' LT 19 +17.19 52.50' LT 19 +37.66 47.50' LT 19 +42.82 46.41' LT 19+47.97 45.62' LT 19 +53.13 45.16' LT 19+58.28 45.00' LT ADJUST ALL EXISTING MANHOLES, CLEANOUTS, CATCH BASINS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. 10'X60' SEE BAY TAPER DATA No. 2 LO W 7. qt :oA EX. FIRE HYDRANT TO REMAIN, PROTECT IN PLACE �15q zo CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 1500.55' 508.71' 256.82' 19'25'27" C2 1455.55' 454.44' 229.09' 17'53' 19" C3 20.00' 31.15' 19.74' 89'14'20" C4 20.00' 31.68' 20.27' 90`45'40" C5 1445.55' 85.00' 42.51' 03`22'09" C6 20.00' 31.36' 19.95' 89`50'37" C7 20.00' 32.45' 21.07' 92'58'20" C8 1445.55' 150.00' 75.07' 05`56'43" C9 20.00' 31.93' 20.52' 91 '28' 29" 3 N.T.S. 31.15' 31.36' 31.93' I-ON CURVE _ [-*ON CURVE ON CURVE h rcocro C� w 00 LL' Di Q r I� O w m LL' co 0 K) m V N 0% �- w v) 00 qt N 0 LO V 00 � rn 0 V 0 V 00 � � 0 �� Z n� V� U LO W �-- �j Z O N N CO N to I Z N N N w cr) LO CD 00) �� ��VL_0- � � N01 V_co �� 11 1 u Q 0 �3 tLi Q t.Li � + co ro � � w w o.. L OLAJ 00 0' V r �- co L`- 0) V Z 0) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'may x �- - 0 W x .� ..� � . . . . . . . . . . . . i.t.. . . . . . . . . . . . . . E''"t .I.,L.. . . . . N m -..i EX. PA 6#FNT PROFILE -i 394 ....................................... ...... �. ....... ... ® SAWCOT.IINE ................... ....... ....... ............................... V . .................... 394 (15.5* SOUTH OF FL 0#fINE� . . . . . . . . . . . . . . . . . . . . . . . . . . 0 C. 30 %: - C. 2 -.- 392 ..................... ... .. 0 :.,-a. C .,�, ����T���. F� a�v� frvE oo�� ... ................... ........................ ............................... • . ............... • . 392 P�FILE +'�� .-- +0.34 ��I� . -' -� -0.34 QE,�fGllf F1 D1�1lNE �'ROffLE. +0.547 +0.347o . +0.347 +0.34 - - ........................... +01.4.7........ ...... ..................................................................................... ............................... ...................... o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 390: : : : : : : : : : : .N.OTE:. VERIFY • EXISTING - LOCATION. AND .ELEVATION -IN . . . . . . . . . . . . . . ♦ • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 390 FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER - - - - - - - - - - - - - - - - - - - - - - - - - " IF THERE ARE ANY DISCREPANCIES: . . . . . . . . . . . . . . . . . . . . . . . . . 388.............................................................................................................................................................. ............................... 388 11 12 13 14 15 16 17 18 19 20 NORTH FLOWLINE PROFILE cl U Lu LL_ LL V- o0.U0 Lu0 zO tu0 W }Q- t/lmumi:zPLLI< � WJI0F��zoz w=QzW© mwm ° z W� 0Z' co C;2 U 0 3 Q w i J _ ui X_ UJ > ;�: >: Cwl) LLL. ; � pQLLp- c�Q��zzUQw� �Q O� =Qtu CO. Wz Qr�__ (1) Lli Vtnv¢z 0 w �;m Q 0,moo °ate oWZ�Qz Q1-' 2 o¢oHg�O m ¢ aQQ� °z) a cf n v � 6u uj Q> z0tu w LL W0.zQ 0 CWL- Zz w Lou >w 10L a co �I-t �z�zLQzZ<aa �ZZm��zzcz waCwj¢�w�?�a 0 c 01' ix >_ Q ULu_ Z --j cf) U �> Q u = _jO Lu w Of �Lu0� LU =LUz2 aWLL� -� � Lu < d �- z > v3 °° <p u� >,.LU _��,_ °moo Lz <,,° LuW00wz��ccf)> -U) �-- F-O0- F -0uw <2 _N 0 0 U L� C) M o UD 0 z E i' 0 N W m c'? > U 0 W w x LL C) U) z x M CIO N W .�.; co odw (1)o Z 0 (f) C-4 � M w N CD � 0 0 N r Q Q ul m w � m �� � uj w LL a NEER * b y a M J O p W dy v p y Ix (f) w Z :D az CL -� w z Q z o � �O � J - Q wU w C:) CD 00 � M W J • o cn i a U) w cn DATE 06/03/2014 PA JOB No. 2507 z SHEET 0 a- i a ✓ � 0E 4 SHEETS