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HomeMy WebLinkAbout1.1-7261CALL y' MINIMUM OF 2 BUSINESS ._ INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE UNDERGROUND #BEFORE GRADE, y y ANY UNDERGROUND STRUCTURE FYr SHALL . MAINTAIN y MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL ** t IN. OF VERTICAL SEPARATION t PACIFIC r ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE TRANSMISSIONEXISTING AT ANY TIME. DIRECTLYAT NO TIME SHALL POWER DRIVEN OR POWER OPERATED -EQUIPMENT BE USED OVER F THE TRANSMISSION OR WITHIN 2' iF EQUIPMENT PIPELINE. -: TAKE - k TRANSMISSIONE WITHIN 10 FT. OF THE EXISTING TRANSMISSION ITEM UNITS GOSFORD BERKSHIRE TOTAL A.C. PAVING TONS 1500 1249 2749 CL. 11 AGG. BASE CUYD, 1022 729 1751A.C. SUBGRADE PREPARATION CUYD 2469 2279 4748A.C. OVERLAY SOFT 25445 - 254456" CURB AND GUTTER LF 1034 1232 2266SIDEWALK P.O.C. SOFT 6248 7414 13662STREET RIGHT-OF-WAY E.P. A.P. NOTED OTHERWISE F.O.C. NAME SIGNS EA 3 3 6TRAFFIC CONTROL SIGNS EA 7 9 169500 LUMEN STREET LIGHTS EA 2 2 4INTERCONNECT CONDUIT PULL -BOX EA 3 1 4,TRAFFIC INTERCONNECT CONDUIT LF 1083 1332 2415SAWCUT Uj LF 1135 - 1135LIMIT LINE/12" CROSSWALK LF 29 29 58PAVEMENT MARKINGS SQFT 135 55 190DETAIL 22 LF 924 878 1802DETAIL 38 LF 150 - 150,DETAIL 39 LF 765 p 765 -ARTERIAL STREET FRONTAGE LF 2026 - 2026COLLECTOR STREET FRONTAGE LF MM'- 1321 1321 INDEX OF SHEETS SHEET rte€ 1. COVER SHEET 2. NOTES &SPECIFICATIONS 3. NOTES &SPECIFICATIONS 4. GOSFORD ROAD 5. BERKSHIRE ROAD 6. STRIPING PLAN Jiq lei 011, 1 U1 I THE BEARING OF N 88*5735"* E SHOWN F ,,. THE NORTH LINE OF THE NORTHWEST QUARTER l..: OF i.. T. 30 # Yom. FILED MAP NO. 7-1 BO6, PAGE 26 WAS USED yBASIS BEARINGS HEREON. • >rllr�' v.. • ��� ��1�1�11�1�in11111 TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' ' (PER PER TRACT NO. 5845 PHASES * MON. ELEV. MAP) .,. THE ONSITE PLANS WILL NOT BE ISSUED UNTIL THESE IMPROVEMENTS ALONG GOSFORD ROAD & BERKSHIRE ROAD HAVE COMPLETED F.L. • ! • M POINT ON VER11CAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE auun END "R26(CA)* — NO PARKING ANYTIME B.C.R. BEGIN CURB RETURN G.B. GRADE BREAK E.C.R. END CURB RETURN P.I. POINT OF INTERSECTION B.C. BEGIN CURVE P.R.C. POINT OF REVERSE CURVATURE E.C. "W3—Y — SIGNAL AHEAD Y • ♦ ♦ T.C. STORM DRAIN — REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE T.P. TOP OF PAVEMENT P.O.C. POINT ON CURVE F.C. FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. A.P. NOTED OTHERWISE F.O.C. FACE OF CURB C/G CURB AND GUTTER G FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. • f 0 EXISTING SURVEY MONUMENT TO SEWER & STORM DRAIN PLANS + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ME mm PHASE BOUNDARY FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. • • www ST 23.7 _c>_ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS >rllr�' v.. • ��� ��1�1�11�1�in11111 TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' ' (PER PER TRACT NO. 5845 PHASES * MON. ELEV. MAP) .,. THE ONSITE PLANS WILL NOT BE ISSUED UNTIL THESE IMPROVEMENTS ALONG GOSFORD ROAD & BERKSHIRE ROAD HAVE COMPLETED GOSFORD ROAD SHALL BE CONSTRUCTED WITH PHASE 5. AND BERKSHIRE ROAD SHALL BE CONSTRUCTED WITH PHASE 6. i 0 ®. 4- TEMPORARY E TIRE SITE FLOWAGE, PER DOC. DRAINAGE, & ACCESS EASEMENT FOR # 217174003 •w♦ END SCHOOL ZONE GOSFORD ROAD SHALL BE CONSTRUCTED WITH PHASE 5. AND BERKSHIRE ROAD SHALL BE CONSTRUCTED WITH PHASE 6. i 0 ®. 4- C.O.B. T-2: • • •w♦ END SCHOOL ZONE auun END "R26(CA)* — NO PARKING ANYTIME t3 — RIGHT TURN ONLY ..NO OUTLET "R4-7" KEEP RIGHT "WI -7" — DOUBLE ARROW ww BIKE LANE "Wl-6" — SINGLE ARROW "W3—Y — SIGNAL AHEAD "WI -1" — CURVE ARROW Y~ STORM DRAIN — REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE — REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5' OPENING PER C.O.B. STD. D-15, UNLESS NOTED OTHERWISE s SEWER — REFER TO SEWER & STORM DRAIN PLANS G SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS em mm ME mm PHASE BOUNDARY Mr° LEGEND (C i O CURVE NUMBER FOR CURVE DESCRIP11ON ITEM OF WORK — SEE SCHEDULE SECTION LETTER SHEET WHERE SECTION IS SHOWN 1. SEPARATE PLAN FOR OFFSITE SEWER & STORM DRAIN IMPROVEMENTS *TYPE a • GOSFORD ROADmom PAVEMENT TO BE f i C. OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO BE COMPACTED TO 95% RELA11VE DENSITY PER C.O.B. ♦ • • BERKSHIRE ROAD _ 0.35' i 0.40' AGGREGATE BASE OVER 1.25' COMPACTED O.G. TO BE COMPACTED TO 957a RELATIVE DENSITY PER C.O.B. STD. ST -13. 4. ALL CATCH BASINS TO BE TYPE "A" NTH a e OPENINGS PER * UNLESS NOTED C.O.B. f ' OTHERWISE. 4 I n No.55102 v 1011 1�11 Win ­ -11 0 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF BAKERSFIELD ORDINANCES, ADVISORYAND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENT%_A-11 OF THE BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE Yom.,.. STANDARDS DESIGN , CRITERIA R BE CORRECTED Y! DURING,.' AND SUCH CORRECTIONS kR,.,. SHALL YNP REFLECTED CORRECTED M P *: SUBMITTED CATY ENGINEER. y IN ACCORDANCE A MAP, THE IMPROVEMENT MR - PLANS iIF YFIr EVIEWED �, : THE CITY OF ! 1111 BEEN PUBLICSFIELD WORKS DEPARTMENT. *.A.YIIP. A IMPROVEMENTS 1NPYIF • Yl.:E PUBLIC AND A:',; *IIF PUBLICLY MAINTAINED. #.... GREGG R. STRAKALUSE PUBLIC WORKS DIRECTOR WAMAM. DEPUTYLIMITS OF WO K-/ A REVIEWED BY: STUART J. PATTESON R.C.E. NO. 44898 DATA PUBLIC M Y► DIRECTOR YM-..tF+ REVIEWED BY: RYAN STARBUCK 57651 DATE R.C.E. ♦ TRAFFIC ENGINEER [t..... CONSTRUCTION, THE CONSTRUCTION C' INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3j# 2.ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE +' COMPLIANCE Y STATING THAT THE REQUIREMENTS R iG STANDARDSy SET FORTH BY THE CITY y . �,. A i, A VE BEEN MET. 3. S WILL BE GIVEN FOR F ` � ., CITY THE WORK IN THIS Y► PERMIT AREA k • STREET NTH APPROPRIATE Y R SECURITY INSURANCE M ' HAS BEEN OBTAINED. F'1 I Know u V below. call before you dig. CITY RECORDS NO: I N: Y~ I Mr° t 'a I Uj ILA Y ■ Mt •k, p MM'- I N: Y~ I Mr° t 'a I ILA Y ■ Mt •k, p MM'- STANDARD MOTES 32. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE GENERAL LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE LANDSCAPE AREAS CiTY ENGINEER'S REVIEW AND APPROVAL: 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND OVER 2% SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 33. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT A. A LIST OF AGGREGATE AND ASPHALT SOURCES. 2. iF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULDB. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM N DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD N THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH APPROVAL 10 DAYS -PRIOR TO PAVING. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND CONSTRUCTION ACTIVITY (SWZCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS ALL OTHER TEST 2010-0014-DWQ AND ORDER 2012--0006-DWQ) MUST BE FiLED WITH STATE WATER 34. OUSE CONTROL RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. w RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY W CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. Z WATER POLLUTION PLAN (SV'PP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND FROM TIME DEVELOPER, AND SHALL KEEP A COPY ON SiTE AT ALL TIMES. FOR THE DURATION LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. OF CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C390312 HAS BEEN ISSUED BY THE PROVISIONS OF SAiD PLAN._ DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECinCA110NS AND THESE SPECIAL 35. STORM WATER POLLUTION PREVENTION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 3. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE N BEFORE CONSTRUCTION. TELEPHONE 811. CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) Z FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 4. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAiN LINES. VERTICAL WITH THE PROVISIONS OF SAID PLAN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT 1S TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EiTHER PARALLEL OR PERPENDICULAR TO THE EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER 36. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES iS DEEMED NECESSARY HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRiOR TO THE PLACEMENT THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY STANDARD SPECIFICATIONS SHALL BE MET. SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY iN PROGRESS, n o N CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. 8. THE AREA TO WHiCH PAiNT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL � o M PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, 1F HALF -WIDTH BE TAKEN TO AVOiD TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE <t et- M 4z 5. ALL EXISTING IMPROVEMENTS, (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE LIMITS OF CONSTRUCTION. o ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION U `� a AS DIRECTED BY THE CITY ENGINEER. WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE Z o 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS ¢ -1 ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. OTHERWISE PERMITTED BY THE CiTY ENGINEER. w Q 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALT. BE w 00 REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -11, IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE c EXCEPT AS NOTED ON PLANS. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CiTY ENGINEER. ADDITIONAL �.. WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THEco 7. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE EXPENSE, FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION AREA SiGNS, LIGHTS, FLARES, PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED N U ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE TO FORM SMOOTH, TAPERED CONNECTIONS. Y to 5 MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR CHANGE OUT" OF BARREL RiNGS. CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE m 88 8. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING SPECIFICATIONS OF THE CITY OF BAKERSFIELD. SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND OPERATIONS SHAH BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE THE WORK. LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER 9. THE FOLLOWING CiTY OF BAKERSFIELD STANDARDS SHAH BE CONSIDERED PART THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF OF THESE PLANS: 37. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHAH BE PLACED ALONG THE TRANSVERSE ST -1, ST -5, ST -10, ST -13, ST -14.1, ST -22, ST -23, AS DESIGNATED BY THE ENGINEER. DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED ST -23.1, ST -23.2, ST -23.3, ST -23.4, ST -23.7, TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, ORa� b� T-1, T-2, T-21 TRAFFIC STRIPES AND PAVEMENT MARKINGS SHAH BE REMOVED TO THE FULLEST EXTENT OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE CONFORMS WHEN PAVING OPERATIONS RESUME. ~ N 10. PAVING FORGOSFORD ROAD. PHASE 5 SHALL BE. SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED �, v 0.45TYPE " B ASPHALT CONCRETE OVER FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 0.60' AGGREGATE BASE OVER BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER OPERA11ONS SHAH BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED 1.45' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT PAVING FOR BERKSHIRE ROAD: PHASE 7 SHALL BE: THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHAH BE THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON 0.35' TYPE "B" ASPHALT CONCRETE OVER REMOVED AS THE WORK PROGRESSES. ACCUMUL..A11ONS OF SAND OR OTHER MATERIAL WHiCH ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 0.40' AGGREGATE BASE OVER MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHAH BE PERMITTED. HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED 1.25' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED 11. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING STD. DWG. ST -22. OPERATIONS RESUME. 9 TO BE INSTALLED BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR m o EXISTING AND VARYING WIDTHS. PAVEMENT MARKINGS SHAH BE REMOVED BY BLAST CLEANING A 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE 12. INSTALL TRAFFIC CONTROL SIGNS CANNOT BE IDENTIFIED. NTH CALIFORNIA TEST 375. INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS A FOG SEAL COAT SHALL BE 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER INSTAL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 APPLIED 1N CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WML BE ADVISED THAT THE INSTALL STREET LIGHT PER C.O.B. STD. ST -23 - ST -23.7. STANDARD SPECIFICATIONS AND THE FOLLOWING: REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR 13. STREET LIGHTS SHALL MATCH THOSE EXISTING iN THE VICINITY AND 1N ACCORDANCE WITH C.O.B.BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING STANDARD DETAIL ST -23 - ST -23.7. IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC OPERATIONS SHAH NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CiTY ENGINEER OF THE STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE z z 14. LUMINARIES SHALL BE SOLID STATE LIGHT EMiTTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND FEET ON EACH SiDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. TEST AFTER N0110E IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE O SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING REPRESENTED BY THAT LOT SHAH BE REMOVED AND REPLACED WiTH MATERIAL THAT MEETS THE IN-PLACE w SPECIFICATIONS. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE DENSITY REQUIREMENTS. c� 15. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4: 1, EXCEPT FOR BLAST CLEANED RECTANGULAR AREA. 15. 1F THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27*. ALTERNATIVELY, THE CITY ENGINEER FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE EITHER LESS THAN 90% OR MORE THAN 9678 THE ASPHALT CONCRETE REPRESENTED BY THAT LOT MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY 16. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC SAFETY," OF THE STANDARD 16. THE FIEF DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 17. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS SPECIFICATIONS. OTHERWISE NOTED. A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR Q 18. INSTALL 5' COMBINATION SIDEWAOTHERWISE NTRAFFIC STRIPES AND PAVEMENT MARKINGS SHAH BE THERMOPLASTIC AND SHALL CONFORM TO ON ALL LOCAL STREETS AND fi' COMBINATION SIDEWALK ON ARTERIAL AND SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY COLLECTORS UNLESS OTHERWISE NOTED. STANDARD SPECIFICATIONS. BE SUBSTITUTED WITH PARAFFIN. 19. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL STAMP "C" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. STANDARD SPECIFICATIONS. 20. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MiNIMUM OF 6" THiCK. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION iS TOLERANCES, iT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: 21. INSTALL HANDICAP RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL ST -10 OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, SAME WORK PERIOD, AND iN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK 22. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. PERIOD. B. REMOVAL AND REPLACEMENT, OR 23• WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWI KINS M2G TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. Z SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER ... NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE SPACED NO MORE THAN THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. low STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY 24• COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. SUBDIVIDER CONTRACTOR. REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING z THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINEBY THE CITTEMPORARY DELINEATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. SHAH BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE Y ENGINEER. Un AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS IL 0I 25. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CiTY OF BAKERSFIELD PUBLIC WORKS PRiOR TO APPLYING ASPHALTIC EMULSION TACK COAT FOR ASPHALT CONCRETE OVERLAY. OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE ' REQUIREMENTS IN THE FIRST PARAGRAPH DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS "CONSTRUCTION' ®' SECURED BY A IMPROVEMENT AGREEMENT APPROVED INSURANCE AND SECURITY BASED ON AN AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, CONSTRUCTION OF THE STANDARD SPECIFICATIONS. AFOG SEAL � PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RiGHT-OF-WAY AND THE STANDARD SPECIFICATIONS. BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. z LIJ 26. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ALL ROADWAYS SHALL MEET THE SPECIFICATIONS ASPHALT CONCRETE PAMNG NOTES: 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION `c " FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED 1-• LJJ SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. 1. ASPHALT CONCRETE SHAH BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS UP TO 50% OF THE 06 AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS iN VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE v 27. AGGREGATE BASE SHALL BE FURNISHED AND PLACED 1N ACCORDANCE WITH THE CONTRACT SECTION 39, ASPHALT CONCRETE, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHAH NOT BE ALLOWED. AGGREGATE BASE SHALL BE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED PROVISIONS. COMPACTED TO A MINIMUM OF 957 OF MAXIMUM DRY DENSITY. SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND 0) COMPACTED TO 957* OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION 28. ( LLI MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 19-1.03 PER THE CiTY OF BAKERSFIELD. #5 INTERCONNECT PULL BOXES TO BE INSTALLED EVERY 400'; CONDUIT TO BE 2" SCH. " 40 PVC INSTALL"ED UNDER SIDEWALK; BOTH SHALL BE PLACED PRIOR TO PLACEMENT SECTION 39-2.02, AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4 MAXIMUM, MEDIUM GRADING. IMMEDIATELY PRiOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO OF AGG. BASE. THE FOLLOWING: 29. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER ASPHALT BiNDER FOR TYPE B (MODIFIED) STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY A. WIC -TEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ASPHALT CONCRETE SHAH BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 957 OF THE MAXIMUM CITY ENGINEER. THE ASPHALT BINDER SHAH CONFORM TO THE REQUIREMENTS IN THE TABLE FOR DRY DENSITY IN ACCORDANCE WITH ASTM D-1557."STEAM-REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING Know what's below. W 30. INSTALL BLUE MARKERS AT CENTERLINE IN THE STREET AT THE FIRE HYDRANTS PER SPECIFICATIONS. PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE CalI beforeESTABLISHED BY THE ENGINEER. y . ou dig �j THE FIRE DEPARTMENT REQUIREMENTS. 4. THE AMOUNT OF ASPHALT BiNDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY W 31. ANY ITEMS IN PUBLIC RIGHT -OF --WAY THAT ARE DAMAGED OR DO NOT MEET THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS W CD / CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIR AND/OR PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BiNDER SHALL BE APPROVED BY THE co UPGRADING AS PER CITY ENGINEER. ENGINEER. f , r- 7 I'H_ TRENCHING NOTES: 1. 2. 3. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE NTH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. • ■ , ' 4 • • � r EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUC11ON OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUC11ON SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRI G�LINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLIKE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOUDA11ON OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING 1S BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL, ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OP11ON OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TE.S11NQ AND COMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPAC11ON WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (9070) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 2319 OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SEC11ONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. Know what's below. I Call beforle you dig. i� @IIIIIIIII ---Iain-�--�.•�, - NTERSECTION 61 BERKSHIRE ROAD SEE SHEET 5 358 356 354 352 W CURVE TABLE-' CURVE to 1 C1 30.00' 47.88' 30.77' 9102658" I CF) 46.91 29.79' 89®3532" � J _ W D �; LaiZ 15+14.84 C.L. .-- 0000 50' I z J r w W 61 BERKSHIRE ROAD SEE SHEET 5 358 356 354 352 W CURVE TABLE-' CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 47.88' 30.77' 9102658" C2 30.00' 46.91 29.79' 89®3532" (STA. 10+00.00 C.L. TO 20+71.03 C.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL SEE ONSITE STREET PLANS PHASE BOUNDARY STA. 20+71.03 C.L. EX. 42" SEWER IR N r U Li coN co cv C) Cl NN �(n . q STATION L 14+74.84 C.L. aoLO O 52.47 RT. 14+84.84 C.L. 52.59 RT. © 00 '�'' M N L0 M M OC D � J _ W D �; LaiZ 15+14.84 C.L. .-- C! W W I CON 15+24.84 C.L. >• J J r w W W w U j co 15+39.84 C.L. .. 15+44.84 C.L. PHASE BOUNDARY STA. 20+71.03 C.L. EX. 42" SEWER IR N r U Li coN co cv C) Cl NN �(n . TAPER DATA NO. < > q STATION OFFSET FROM q 14+74.84 C.L. 52.46 RT. O 52.47 RT. 14+84.84 C.L. 52.59 RT. © 00 '�'' � �- LLJ LO CV LLJ 53.91 RT. OC D � J _ W D �; LaiZ 15+14.84 C.L. O C! W W I CON 15+24.84 C.L. - •� r.. . 5 I co 1 ri '.i ...t_ V pl TAPER DATA NO. < > q STATION OFFSET FROM q 14+74.84 C.L. 52.46 RT. 14+79.84 C.L. 52.47 RT. 14+84.84 C.L. 52.59 RT. 14+89.84 C.L. 52.87 RT. 14+94.84 G.L. 53.31 RE 14+99.84 C.L. 53.91 RT. 15+04.84 C.L. 54.65 RT. 15+09.84 C.L. 55.48 RT. 15+14.84 C.L. 56.30 RT. 15+19.84 C.L. 57.12 RT. 15+24.84 C.L. 57.95 RE 15+29.84 C.L. 58.77 RT. 15+34.84 C.L. 59.59 RT. 15+39.84 C.L. 60.34 RT. 15+44.84 C.L. 60.94 RT. 15+49.84 C.L. 61.39 RT. 15+54.84 C.L. 61.68 RT. 15+59.84 C.L. 61.81 RT. 15+64.84 C.L. 61.82 RT. TAPER DATA NO. O2 q sranoN OFFSET FROM q 20+35.40 C.L. 48.00 RT. 20+40.40 C.L. 48.08 RT. 20+45.40 C.L. 48.31 RT. 20+50.40 C.L. 48.69 RT. 20+55.40 C.L. 49.22 RT. 20+60.40 C.L. 49.91 RT. 20+65.40 C.L. 50.75 RT. 20+70.40 C.L. 51.67 RT. n UNE BEARING DISTANCE L1 V 45.00' L2 O �00 39.00' L3 0 LO 55'--60' N 01'00'24" E R/W END CURB RETURN P.I. U_ 1 < r VARIES p ft P/L EASEMENT pER OTHE c� { P.I.V.C. 48054 TOP OF CURB 7 1 9 FINAL MAP m m P.O.C. VARIES �+�. LANDSCAPE PROPERTY LINE R/W X12' f12' 1' a ANGLE POINT � EASEMENT w VARIES i VARIES Q + il 6' 2' LOCK WALL PER FUTURE MEDIAN Uj U-1 SEPARATE PLANS PER C.O.B. STANDARDS =3 w z o m C.O.B. STD. ST -23.1 - ST 23.7 _ EXISTING STREET LIGHT PER ` � Z� 2�: 2% ,� r'.�; ,-, * 2� m 4fq k PAD ELEV. EX. A.C. PAVEMENT—` 1 0.35' OVERLA 0.1' GRIND Y� 350to UNE BEARING DISTANCE L1 N 88'59'36" W 45.00' L2 O �00 39.00' L3 Zd- LO L4 N 01'00'24" E M END CURB RETURN P.I. Mco 1 < r BEGIN CURVE P.R.C. p 1 END CURVE P.C.C. ZN P.I.V.C. WN TOP OF CURB OF VERTICAL CURVE T.P. m m P.O.C. POINT ON CURVE F.C. �+�. PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. a ANGLE POINT F.O.C. w CURB AND GUTTER Q + il . Q -- + nm FURNISH & INSTALL STREET C.D •= z UGHT-9500 LUMEN PER EX. EA T F.L. C.O.B. STD. ST -23.1 - ST 23.7 -C - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EX. ADE A EAST DETAIL ST -10. M ' �: .- '; ' w ' W e` /-PROPOSED EAST F.L. 0° 'n v~i 25%) .�+ .L. 4F PAVEMENT AS DIRECTED BY CITY ENGINEER. ,-- a - - 0 a cv ' ' ' w v E¢- _ _ _ _ 6 S= 17 S={S=0 Q STORM DRAIN MANHOLE - SHEET WHERE SEC11ON IS SHOWW 111111 ^A Nof DRAIN PLANS ��- 7 o EXISTING IRRIGATION WELL AND EQUIPMENT TO BE RELOCATED BY OTHERS .25% 1lcn /S=0.20%. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 1. _ _ ._.. _.- -- INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN. - -- C.O.B. STD. D-15, UNLESS NOTED OTHERWISE IMPROVEMENTS _ __ _... _ __ _ _.. s SEWER -REFER TO SEWER &STORM DRAIN PLANS 2. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER ® a c 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO BE 1 FIROPOSIED EAST F.L. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. "B" 1 o PROTECT IN PLACE � LO � a Know. What S below. EX. GRADE AT EAS F.L. 0 SEWER CLEANOUT -- REFER TO SEWER & STORM DRAIN PLANS 0.40' AGGREGATE BASE OVER 1.25' COMPACTED O.G. TO BE 11 FUTURE TYPE "M" MEDAN CURB PER SEPARATE PLAN Call M M M I � M fill COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. ------------------------- 10+00 11+00 LINE TABLE UNE BEARING DISTANCE L1 N 88'59'36" W 45.00' L2 N 88'5936" W 39.00' L3 N 01'00'24" E 45.00' L4 N 01'00'24" E 39.00' MPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.059 AF AREA: 0.463 AC, C=0.85 (0.463)(0.85)(0.15) = 0.059 AF TOTAL VOLUME REQUIRED: 0.059 AF VOLUME PROVIDED: 0.060 AF AREA(MID) = 0.04 AC 0.04 X 1.5' = 0.060 AF 12+00 13+00 U d- Ll POINT ON VERTICAL CURVE -------- ------ - L2 I L21 1 W W ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN G.B. GRADE BREAK E.C.R. END CURB RETURN P.I. POINT OF INTERSECTION 1 < r BEGIN CURVE P.R.C. p 1 I ------ L_ _21i L1 , 3 SECTION (SEE SHEET 5) TEMPORARY SUMP Al SCALE: 1"=20" HORIZO TAL LE • ABBREVIATIONS F.L. FLOWL..INE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN G.B. GRADE BREAK E.C.R. END CURB RETURN P.I. POINT OF INTERSECTION B.C. BEGIN CURVE P.R.C. POINT OF REVERSE CURVATURE E.C. END CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I.V.C. POINT OF INTERSEC11ON T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP OF PAVEMENT P.O.C. POINT ON CURVE F.C. FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ...E�o FURNISH & INSTALL STREET UGHT-9500 LUMEN PER EXISTING UTILITY POLE TO BE REMAIN C.O.B. STD. ST -23.1 - ST 23.7 -C - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 14+00 15+00 16+00 17+00 J _ J � 18+o0J w w w w w W _ SECTION TEMPORARY SUMP #1 SCALE: N.T.S NOTE: SUMP TO BE PRIVATELY MAINTAINED TEMPORARY FENCE REQUIRED IF OVER 1.5' DEEP SUMP 19+00 20+00 °- � 21+00 358 356 354 352 350 21+75 a o o„o o'0 0 ooa000000000 /. 0.45' A.C. PAVING 0.60' AGG. BASE �k'J 1.45' COMPACTED SUBGRADE COMPACTED TO 95% T.I. 9.0 "R" VALUE 55 GOSFORD ROAD STA 10+79.40 C.L. TO 14+74.84 C.L. STA 18+15.47 C.L. TO 20+70.66 C.L. SCALE: 1 "=10' HORIZONTAL --67' R/W 60' VARIES PSL 2' FOOTING EASEMENT 52 '--59' 7' 1 9' PER THE FINAL MAP VARIES LANDSCAPE +12' f 2' 1' I EASEMENT VARIES VARIES 6' 2' FUTURE MEDIAN ww PER C.O.B. STANDARDS _ w o �? % 12% 1, Fln�l - >z: r EX. A.C. PAVEMENT—` I J X0.45' A.C. PAVING 0.35' OVERLAY .60' AGG. BASE *1 0.1' GRIND 1.45' COMPACTED SUBGRADE COMPACTED TO 95% T.I. 9.0 "R" VALUE 55 GOSFORD ROAD STA 14+74.84 C.L. TO 18+15.47 C.L. SCALE: 1 "=10' HORIZONTAL *CONTRACTOR TO VERIFY CROSS SLOPE PRIOR TO POURING CURB &GUTTER. NOTIFY ENGINEER OF ANY DISCREPANCIES. BLOCK WALL PER SEPARATE PLANS 2'1 PAD ELEV. LEGEND(QONT.. LEGEND , (CONT.. CONSI EQClIOL4,.OTES. COUSIBUCIIQN NOTES (C!QN " FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: R1 1 STOP 1 CURVE NUMBER FOR CURVE DESCRIPTION Q O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 13 CONNECT TO EXISTING WATER MAIN AND EXTEND WATERLINE TO im "R6-1" " " S5-2 -- END SCHOOL ZONE RIGHT OF WAY FOR ONSITE CONNECTION PER APPROVED WATER PLAN. R6-1 - ONE WAY "R5-1" - DO NOT ENTER W31 CA - END " {," # ITEM OF WORK - SEE SCHEDULE � ® CONSTRUCT 6.0 COMBINATION TYPE SIDEWALK PER C.O.B. STI) ST -5 14 ' SAWCUT EXISTING PAVEMENT 1 BACK FROM EDGE OF PAVEMENT " " - NO PARKING ANYTIME "W14 -l" -- " " DEAD END ® FLOWLINE STATION - SEE TABLE /�OR EXISTING CURB & GUTTER TO REMAIN AS DIRECTED BY CITY ENGINEER. R3 -5R - RIGHT TURN ONLY "R3 -5R" RIGHT "W14-2 - NO OUTLET � -� DOUBLE ARROW SECTION DESIGNATION:. V 4 O CONSTRUCT HANDICAP RAMP PER CITY OF BAKERSFIELD STANDARD 15 EXISTING UTILITY POLE TO BE REMAIN JR4 -7" � KEEP R$1(CA) -BIKE LANE "W3--3" � p�`6� SINGLE ARROW SECTION �� DETAIL ST -10. 16 � INSTALL 2-4 SCHEDULE 40 PVC SLEEVES UNDER THE ROAD BED " "C." -- SIGNAL AHEAD �-1 -- CURVE ARROW O SAWCUT EXISTING E.P. 1 BACK FROM LIP OF GUTTER OR EDGE AND MARK CURB AND MEDIAN CURB WITH A CHISELED • 4F PAVEMENT AS DIRECTED BY CITY ENGINEER. - - 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS _ _ _ _ 6 FUTURE IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE PLAN 17 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS PTH-02ALKYD. Q STORM DRAIN MANHOLE - SHEET WHERE SEC11ON IS SHOWW 111111 REFER TO SEWER & STORM DRAIN PLANS 7 o EXISTING IRRIGATION WELL AND EQUIPMENT TO BE RELOCATED BY OTHERS �• CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 1. SEPARATE PLAN FOR OFFSITE SEWER & STORM DRAIN 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN. C.O.B. STD. D-15, UNLESS NOTED OTHERWISE IMPROVEMENTS s SEWER -REFER TO SEWER &STORM DRAIN PLANS 2. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER ® CONSTRUCT WATERLINE PER SEPARATE WATER PLANS 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO BE SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. "B" 1 o PROTECT IN PLACE a Know. What S below. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.35' TYPE A.C. OVER SEWER CLEANOUT -- REFER TO SEWER & STORM DRAIN PLANS 0.40' AGGREGATE BASE OVER 1.25' COMPACTED O.G. TO BE 11 FUTURE TYPE "M" MEDAN CURB PER SEPARATE PLAN Call before you dig. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. ------------------------- TRACT BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER 12 RELOCATE OR REMOVE TRAFFIC SIGNS - SEE STRIPING PLAN C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PHASE BOUNDARY 111111 -II 1c ; I KODAK TRAIL WAY SEE ONSITE STREET PLANS IL WN .. FUTURE TRACT 7262 �. e 12 0 0 10Ak LO , ®C5f . " . I "to "c.n 28 f CD I7 6 5 4, If I I ' I I I 2 f(�)o I " CN old- co C)_ ,1 29 J! I I I ! I I I _.;_ �_ I t 04 C*4 " BLOCKWALLPERI I I I I ' I t W LOSEPARATE PLANS I KJ1 38I to I LO I I -'" I I I, I I • . ICNto n w t I I " - -- * I 1 I Lo cn ')u)/m I w TEMP SUMP #2 (SEE BELOW) l 1 I I . I ow 10, 5I ITY OF BAKERSFIELD STREET 18" I C,4 Lai 00c%j IN ____ -, f I %-..; 18 DRAIN i " - -A - W*tw - /---% REDOC. No. 0206208460 O.R. C14 CN --m C%4 01 4 4 C) C1"mm -+ - -."I ..L __4 C-4 f cl� �D t LO C) R/Wj 15 11+00 N88*59'36"W 12+00 f 14+00 15+00 -mm-I I N 16+00 17+00 18+00 E.P. t 7 EX. 8" IRRIGATIONf TRACT +r , IR n IR IR IR BOUNDARY 7 IR IRIR — IR IR IR IR ER TA. 23+21-28 C.L. IR IR . _ IR IR INTERSECTION ---STA. 19+99.26 C.L. BERKSHIRE ROAD \STA ,OnAn STA. 10+00-00 C.L. - .. n fA. 10+00-00 C.L. GOSPORD ROADEX. 1 OILi I I I I . I GOSFORD ROAD SEE SHEET 4 m BERKSHIRE ROAD RE RIGHT OF WAY - C.L. . SCALE: ,.» f HORIZONTAL f VERTICAL SCALE: 'LANDSCAPEnow N88*59'36"W 256.0' N88*59'36"W f 04 N88a f , � r N88o f f j 0 9 NOTE: SUMP TO BE PRIVATELY MAINTAINED F SECTION TEMPORARY FENCE REQUIRED IF TEMPORARY SUMP #2 OVER f DEEP SUMP N.T.` u a CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA U1 s s s90,000,00" t t U2 30.00Y t t t tt 89"35'32" BERKSHIRE ROAD RE RIGHT OF WAY - C.L. . SCALE: ,.» f HORIZONTAL f VERTICAL SCALE: 'LANDSCAPEnow N88*59'36"W 256.0' N88*59'36"W f 04 N88a f , � r N88o f f j 0 9 NOTE: SUMP TO BE PRIVATELY MAINTAINED F SECTION TEMPORARY FENCE REQUIRED IF TEMPORARY SUMP #2 OVER f DEEP SUMP N.T.` u a LINE BEARING DISTANCE Ll N 00"3557" f F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. rff "R1 ca ELEV ELEVATION o « END VER11CAL CURVE B.C.R. CONNECT TO EXISTING WATER MAIN AND EXTEND WATERLINE TO E.C.R. END CURB RETURN P.I. POINT OF INTERSECTION B.C. BEGIN CURVE P.R.C. POINT OF REVERSE CURVATURE f POINT . . . . T.C. ffEND ONE WAY "R5-1" - DO NOT ENTER ff "W31(CA)- END OF VER11CAL CURVE T.P. TOP OF PAVEMENT P.O.C. CONSTRUCT * COMBINATION TYPE SIDEWALK PERf C.O.B. STD, ST -5 PA PROPERTY LINE R/W RIGHT—OF—WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. « . EXISTING SURVEY MONUMENT *WI -7" - DOUBLE ARROW FURNISH & INSTALL STREET SIGN PER C.O.B. ST. . + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. . EXISTING U11UTY POLE TO BE REMAIN FURNISH & INSTALL STREET UGHT-9500 LUMEN PER - KEEP RIGHT "R81(CA)" - BIKE LANE — ST 23.7 SECTION LETTF EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LINE TABLE LINE BEARING DISTANCE Ll N 00"3557" f tr f ff E L2 N L f F. PAD IT i f F001ING EASEMENT PER THE FINAL MAP BLOCK WALL PER SEPARATE PLANS FINISHED PAD 3' LANDSCAPE EASEMENT 51 34'-50' f 2.0% MATCH EXISTING LO.35' A.C. PAVING _UEXISTING GROUND -0.40' f . BASE . . . f " COMPACTED SUBGRADE"R" VALUE 56 COMPACTED TO O BERKSHIRE ROAD STA 10+83.43 C.L. TO •00 • • SCALE:f E ZONTAL \, 57 r 7262 356 354 352 350 -00 PAD LIMITS 11, f f f FOOTING EASEMEN PER THE FINAL MAP BLOCK WALL PER SEPARATE PLANS ILI) m r FINISHED PAD . 2.0% MATCH EXISITNG g_n r + . GROUND -J . fAGGBASE , T.I. • f ff fi VALUE 56 L-1.25COMPACTED SUBGRADE COMPACTED TO 95% BERKSHIRE ROAD STA • C.L. a COL •• • a • NjjTRUC• FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. rff "R1 ca CURVE NUMBER FOR CURVE DESCRIPTION ff CONSTRUCT TYPE BCURB & GUTTER PER C.O.B. STD ST -1 CONNECT TO EXISTING WATER MAIN AND EXTEND WATERLINE TO -1" - STOP SCHOOL ZONE f RIGHT OF WAY FOR ONSITE CONNECTION PER APPROVED WATER ` PLANR6-1 ffEND ONE WAY "R5-1" - DO NOT ENTER ff "W31(CA)- END ITEM OF WORK SEE SCHEDULE CONSTRUCT * COMBINATION TYPE SIDEWALK PERf C.O.B. STD, ST -5 SAWCUIT EXIS11NG PAVEMENT BACK FROM EDGE OF PAVEMENT "R26(CA)" - NO PARKING ANY11ME "W14-1" - DEAD END 01 FLOWLINE STATION - SEE TABLE EXISTING CURB & GUTTER TO REMAIN OR AS DIRECTED BY CITY ENGINEER. ! "R3 -5R" '"R4-7" *WI -7" - DOUBLE ARROW 5ECMN DES-IGNAIJON: U4 EXISTING U11UTY POLE TO BE REMAIN - KEEP RIGHT "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW SECTION LETTF DETAIL ST -10. f INSTALL 2-4" SCHEDULE 40 PVC SLEEVES UNDER THE ROAD BED «.CURVE ARROW (D E.P. OF PAVEMENT AS DIRECTED BY CITY ENGINEER. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 FUTURE IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE PLAN PAINT 12" LIMIT LINE USING THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATIONS PTH-02ALKYD. 0 STORM DRAIN MANHOLE - i Q SHET MERE SEC11ON IS SHOM REFER TO SEWER & STORM DRAIN PLANS cl U7 EXISTING IRRIGATION WELL AND EQUIPMENT TO BE RELOCATED BY OTHERS • a f OPENINGPER CONSTRUCT TYPE "A" CATCH BASIN NTH 3.5 1. SEPERATE PLAN FOR OFFSITE SEWER & STORM DRAIN (�) INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C NTH W-31(CA) SIGN. D-15, , s SEWER --• 0.45' f OVER A.C. CONSTRUCT WATERLINE PER SEPARATE WATER PLANS f AGGREGATE BASE OVER f COMPACTED O.G. G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS COMPACTED TO 95% RELATIVE DENSITY PER C.O.I. STD. ST -13. "B" PROTECT IN PLACE Knowwhat's below. . """ PAVEMENT TO BE 0.35s TYPE A.C. OVER (D SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS s AGGREGATE BASE OVER f COMPACTED O.G. TO BE FUTURE TYPE "M" MEDAN CURB PER SEPARATE PLAN Call before you dig. COMPACTED TO 95% RELA11VE DENSITY PER C.O.B. . TRACT BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" f OPENINGS PER RELOCATE OR REMOVE TRAFFIC SIGNS - SEE STRIPING PLAN C.O.B. D-14, UNLESS NOTED OTHERWISE. PHASE BOUNDARY 1-4 ca i Q cl r rINTERSECTION . 00 L. GOSFORD ROAD = STA. 10+00.00 BERKSHIRE ROAD C.L. /STA. 10+79.40 C.L. 06- 77 L111 10 0 12+00 w 00 BEGIN DETAIL 39 48.00 RT. DETAIL 39 . , TR + jj'I STOPop 1 CD F,7 1 Oil i r.11 *11.1 11 Is 1 2 LO END DETAIL 22(j) JOIN • STA. 20+71.03 C.L. cm EX. BEGIN 2ETAIL,,.2 .. LSTA* 7 ' E.P. .E.P. +00 EX. DETAIL 22(T) IV NOO*35'57"E 14+00 0 760.98' 9 SS 19+0'd S _NOOJ _305.01 18+00 _AF 5 < END DETAIL 39 BEGIN DETAIL 39 BEGIN DETAIL 39 U-) END DETAIL 39 STA STA .C.L. . .C.L. . STA. 20+35.40 42.00 RT. C.L. DETAIL 39 co TV0 N nrTA11 la IM J • 10+00.00 C.L. SCALE: 1" 50' HORIZONTAL SCALE: 1 = 5' VERTICAL s, 1' . . . . a t _12 . .kcq 28 1 1 1 1 1 1 1 > f 1 1 1 1 { 1 1 1 I 1 1 1 1 1 1 1 1 I t CD I IC004' 1 1 29` ! 1 1 1BLOCK WALL PER SEPARATE PLANS poll 1 1 !BLOCK WALL PER 1 TR 1 1 1 Ic mddm_1 1 1c_ 18 RLW SEPARATE PLANS 1 1 Ilk 1 1 1 1 N88 -59'36"w r !T CD E.P. 17+00 E.P. 7 19+00Y CN cj BERKSHIRE ROAD . + SCALE.- 1 50' HORIZONTAL 1 ♦ ♦ GEND (CONT.) • _ • NSTRUCTION NOTES CO i ABBREVILT—IONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2- .00� CONNECT TO EXISTI G WA MAIN AND EXTEND WATERLINE TO F.L. FLOWLINE P.O.V.C. POINT ON VER11CAL CURVE "Rl–l" – STOP "S5-2" – END SCHOOL ZONE U1 CURVE NUMBER FOR CURVE DESCRIPTION U1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 RIGHT OF WAY FOR ONSITE CONNECTION PER APPROVED WATER PLAN. BEGIN VERTICAL CURVESSR6-11 C.L. CENTERLINE B.V.C. – ONE WAY Sf SS w. • SIDEWALKCOMBINATION TYPE MENT S END ITEM OF WORK — SEE SCHEDULE CONSTRUCT BACK FROM EDGE OF PAVEMENT ELEV ELEVATION E.V.C. "W"I" – DEAD END - C.O.B. OR AS DIRECTED BY }e i TY ENGINEER.B.C.R. BEGIN CURB RETURN G.B. GRADE BREAK "R26(CA)" – NO PARKING ANY11ME 'W14-2' – NO OUTLET FLOWLINE STATION – SEE TABLE U3 EXISTING CURB & GUTTER TO REMAIN E.C.R. END CURB RETURN P.I. POINT OF INTERSEC11ON "R3 -5R" – RIGHT TURN ONLY " Wl-7" – DOUBLE ARROW SEOON aESIGNATION: /--% CONSTRUCT HANDICAP RAMP PER CITY OF BAKERSFIELD STANDARD EXISTING U11UTY POLE TO REMAIN U4 DETAIL B.C. P.R.C. }} SS SINGLE ARROW • f E.C. END CURVE P.C.C. POINT OF COMPOUND CURVATURE – BIKE LANE SEC11ON LETTER INSTALL SCHEDULE 40 PVC SLEEVES UNDER THE ROAD BED V-3" – SIGNAL AHEAD "Wl–l" – CURVE ARROW r--% SAWCUT EXISTING E.P. 1' BACK FROM LIP OF GUTTER OR EDGE AND MARK CURB AND MEDIAN CURB NTH A CHISELED "C." P.I.V.C. POINT OF INTERSEC11ON T.C. TOP OF CURB U5 OF PAVEMENT AS DIRECTED BY CITY ENGINEER. OF VER11CAL CURVE T.P. TOP OF PAVEMENT STORM DRAIN – REFER TO SEWER & STORM DRAIN PLANS PAINT 12" LIMIT LINE USING THERMOPLAS11C PAINT PER CALTRANS P.O.C. F.C. ` PA PROPERTY LINE R/W RIGHT–OF–WAY 0 STORM DRAIN MANHOLE – SHEET WHERE SEC11ON IS SHOWNN PAINT "STOPn MARKING PER CALTRANS STANDARD PLAN A24D E.P. 01E• F.O.C. ,, ,,CATCH BASIN NTH I BARRICADE PER CALTRANS STANDARD PLAN A73C CALTRANS STANDARD PLANS A24A & A24E INSTALLCONSTRUCT TYPE OPENING PER 1. SEPERATE PLAN FOR OFFSITE SEWER & STORM DRAIN NTH W-31(CA) SIGN. FURNISH & 15, UNLESS NOTED OTHERWISE IMPROVEMENTS PAINT CALTRANS TYPE IV C.O.B. . . C.O.B. • - PER CALTRANS S SS ARROW, RIGHT, s SEWER – REFER TO SEWER & STORM DRAIN PLANS 2. GOSFORD ROAD – PAVEMENT TO BE TYPE A.C. OVER (J9 CONSTRUCT WATERLINE PER SEPARATE WATER PLANS STANDARD PLAN A24A 00 EXISTING SURVEY MONUMENT 1 AGGREGATE BASE OVER 1.30' COMPACTED O.G * TO BE PROTECT IN PLACE FURNISH & INSTALL STREET SIGN PER C.O.B. STD} • G SEWER MANHOLE .iwew. C.O.B. ♦ . BERKSHIRE ROAD – PAVEMENT TO BE 0.35' TYPE "B" A.C. OVER Knowwhat's below. s (D SEWER CLEANOUT S 25 S ■ COMPACTED ^^ REFER TO SEWER & STORM DRAIN PLANS . AGGREGATE BASE OVER . ♦ Y TO BE FUTURE TYPE "M" MEDAN CURB PER SEPARATE PLAN Call before you dg. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. • C.O.B. • . S FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER TRACT BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH OPENINGS PER RELOCATE OR REMOVE TRAFFIC SIGNS – SEE STRIPING PLANC.O.B. STD. ST -23.1 – ST 23.7 PHASE BOUNDARY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS EX. DETAIL 39 ETAIL 38 1C 1 BLOCK WALLPER 1 END DETAIL 38 '«SEPARATE cr)1 ,000 1 PLANSSTA! _ } .� « . 1 % 1 00 1 1 T 1 ® 1 `- • 10+00.00 C.L. SCALE: 1" 50' HORIZONTAL SCALE: 1 = 5' VERTICAL s, 1' . . . . a t _12 . .kcq 28 1 1 1 1 1 1 1 > f 1 1 1 1 { 1 1 1 I 1 1 1 1 1 1 1 1 I t CD I IC004' 1 1 29` ! 1 1 1BLOCK WALL PER SEPARATE PLANS poll 1 1 !BLOCK WALL PER 1 TR 1 1 1 Ic mddm_1 1 1c_ 18 RLW SEPARATE PLANS 1 1 Ilk 1 1 1 1 N88 -59'36"w r !T CD E.P. 17+00 E.P. 7 19+00Y CN cj BERKSHIRE ROAD . + SCALE.- 1 50' HORIZONTAL 1 ♦ ♦ GEND (CONT.) • _ • NSTRUCTION NOTES CO i ABBREVILT—IONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2- .00� CONNECT TO EXISTI G WA MAIN AND EXTEND WATERLINE TO F.L. FLOWLINE P.O.V.C. POINT ON VER11CAL CURVE "Rl–l" – STOP "S5-2" – END SCHOOL ZONE U1 CURVE NUMBER FOR CURVE DESCRIPTION U1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 RIGHT OF WAY FOR ONSITE CONNECTION PER APPROVED WATER PLAN. BEGIN VERTICAL CURVESSR6-11 C.L. CENTERLINE B.V.C. – ONE WAY Sf SS w. • SIDEWALKCOMBINATION TYPE MENT S END ITEM OF WORK — SEE SCHEDULE CONSTRUCT BACK FROM EDGE OF PAVEMENT ELEV ELEVATION E.V.C. "W"I" – DEAD END - C.O.B. OR AS DIRECTED BY }e i TY ENGINEER.B.C.R. BEGIN CURB RETURN G.B. GRADE BREAK "R26(CA)" – NO PARKING ANY11ME 'W14-2' – NO OUTLET FLOWLINE STATION – SEE TABLE U3 EXISTING CURB & GUTTER TO REMAIN E.C.R. END CURB RETURN P.I. POINT OF INTERSEC11ON "R3 -5R" – RIGHT TURN ONLY " Wl-7" – DOUBLE ARROW SEOON aESIGNATION: /--% CONSTRUCT HANDICAP RAMP PER CITY OF BAKERSFIELD STANDARD EXISTING U11UTY POLE TO REMAIN U4 DETAIL B.C. P.R.C. }} SS SINGLE ARROW • f E.C. END CURVE P.C.C. POINT OF COMPOUND CURVATURE – BIKE LANE SEC11ON LETTER INSTALL SCHEDULE 40 PVC SLEEVES UNDER THE ROAD BED V-3" – SIGNAL AHEAD "Wl–l" – CURVE ARROW r--% SAWCUT EXISTING E.P. 1' BACK FROM LIP OF GUTTER OR EDGE AND MARK CURB AND MEDIAN CURB NTH A CHISELED "C." P.I.V.C. POINT OF INTERSEC11ON T.C. TOP OF CURB U5 OF PAVEMENT AS DIRECTED BY CITY ENGINEER. OF VER11CAL CURVE T.P. TOP OF PAVEMENT STORM DRAIN – REFER TO SEWER & STORM DRAIN PLANS PAINT 12" LIMIT LINE USING THERMOPLAS11C PAINT PER CALTRANS P.O.C. F.C. ` PA PROPERTY LINE R/W RIGHT–OF–WAY 0 STORM DRAIN MANHOLE – SHEET WHERE SEC11ON IS SHOWNN PAINT "STOPn MARKING PER CALTRANS STANDARD PLAN A24D E.P. 01E• F.O.C. ,, ,,CATCH BASIN NTH I BARRICADE PER CALTRANS STANDARD PLAN A73C CALTRANS STANDARD PLANS A24A & A24E INSTALLCONSTRUCT TYPE OPENING PER 1. SEPERATE PLAN FOR OFFSITE SEWER & STORM DRAIN NTH W-31(CA) SIGN. FURNISH & 15, UNLESS NOTED OTHERWISE IMPROVEMENTS PAINT CALTRANS TYPE IV C.O.B. . . C.O.B. • - PER CALTRANS S SS ARROW, RIGHT, s SEWER – REFER TO SEWER & STORM DRAIN PLANS 2. GOSFORD ROAD – PAVEMENT TO BE TYPE A.C. OVER (J9 CONSTRUCT WATERLINE PER SEPARATE WATER PLANS STANDARD PLAN A24A 00 EXISTING SURVEY MONUMENT 1 AGGREGATE BASE OVER 1.30' COMPACTED O.G * TO BE PROTECT IN PLACE FURNISH & INSTALL STREET SIGN PER C.O.B. STD} • G SEWER MANHOLE .iwew. C.O.B. ♦ . BERKSHIRE ROAD – PAVEMENT TO BE 0.35' TYPE "B" A.C. OVER Knowwhat's below. s (D SEWER CLEANOUT S 25 S ■ COMPACTED ^^ REFER TO SEWER & STORM DRAIN PLANS . AGGREGATE BASE OVER . ♦ Y TO BE FUTURE TYPE "M" MEDAN CURB PER SEPARATE PLAN Call before you dg. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. • C.O.B. • . S FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER TRACT BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH OPENINGS PER RELOCATE OR REMOVE TRAFFIC SIGNS – SEE STRIPING PLANC.O.B. STD. ST -23.1 – ST 23.7 PHASE BOUNDARY C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS cn > I i