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HomeMy WebLinkAbout6.1-1873TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF SNOW ROAD AND JEWETTA AVENUE. ELEVATION = 382.87' (2003 COUNTY DATUM) PER K.C.S.F.B. 1170, PG. 29 THE BEARING OF N 89*51'42" W AS SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 6, T. 29 S., R. 27 E., M.D.M., ON RECORD OF SURVEY, R/S BK. 15, PG. 84 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. NOTES: NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. AT&T UNDERGROUND LINES ARE NOT SHOWN SINCE MAPS WERE NOT PROVIDED. ALL EASEMENT INFORMATION SHOWN HEREON IS BASED ON TICOR TITLE COMPANY PRELIMINARY TITLE REPORT No. FTKE-3011701260SC DATED APRIL 14, 2017. SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. NOTES & SPECIFICATIONS 4. SNOW ROAD OUT ITEM DESCRIPTION UNIT QUANTITY AC PAVING (Snow Rd) TONS 21 AGGREGATE BASE, CLASS 2 (turn lone) CY 46 SUBGRADE PREP (turn lane) C T 196 6" CONCRETE CURB LF 320 MEDIAN HARDSCAPE SF 3040 CONCRETE TURN LANE SF 3624 HANDICAP RAMPS (ADA/TITLE 24/CALTRANS) EA 2 SIDEWALK (4)1 THICK) SF 3223 STRIPIING LF 150 SAWCUT LF 326 13AKERQFIELD, k.#tt in Aff 14 1/16 COR. SEC. 61 29/27 FD. 21) I.P. W/SCREW (TAG MISSING) 1/16 COR. SEC. 6y 29/27 PER P.M. NO. 931, P.M. BK. 6, PG. 5 1 FD. COTTOM PICKER SPINDLE 1/16 COR. SEC. 61 29/27 W/WASHER STAMPED LS 4383 PARCEL 2 FD. 211 I.P. (TAG MISSING) PER-/O'e' L.L.A. NO. 70-94 PER R/S BK. 31, PG. 136 P.M. NO. '931, P.M. BK. 6, PG. 5 PER CERWICATE OF COMPUANCE RECORDED NOVEMBER 18, 1994 PER DOC. NO. 167014, O.R. --A 4­ C. U. P. PROJECT BOUNDARY 1 L_Lj L ____L __J Uj Q) < Uj .7Z C5 4c z < 06 0 .J F— < V) 4c :z a- ry 0 Lj_j L'j Ly IF C.U.P. CASE NO. 60p MAP NO. 102 :z M cc A.P.N.: 492-090-20 < 0:: j Uj W Q) X a- - C) 7446 ISAAK LANE I > Q- 41 Uj kk C) ,9 717= JH IT c_ d CITY LIMIT CITY LIMIT H CITY LIMIT -4- LJ_� L ----------- ESS/ �ESS/Qk 1�10 COUNTY c fto S.W. COR. SEC. 6, 29/27 V_ CITY FD. KCSCM IN L.H. PER., W_ No. 33322 r(; SNOW ROAD R/S BK. 15, PG. 84 N 89"51'42" W (BASIS OF BEARINGS) 2610.93' OFF - SEE SHEET 4 S. 1/4 COR. SEC. 6, 29/27 KEY MAP FD. KCSCM IN L.H. PER R/S SCALE: 1"=1 00' BK. 31, PG. 136 100 50 0 100 200 0 LEGEND. LEGEND 1,I(CONTA ABBREVIATIONS FOUND MONUMENT AS DESCRIBED FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE EXISTING POWER POLE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE EXISTING DOWN GUY B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION EXISTING ELECTRICAL BOX E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EXISTING TRAFFIC SIGN EC END CURVE TC TOP OF CURB EXISTING WATER VALVE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE EXISTING HOSE BIB P.O.C. POINT ON CURVE FC FINISHED CONCRETE EXISTING TRAFFIC SIGNAL PULL BOX P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT EXISTING GAS VALVE F.O.C. FACE OF CURB C/G CURB AND GUTTER SURVEY ELEVATION C.N.S. COMPACTED NATIVE SOIL G.B. GRADE BREAK EXISTING STREET LIGHT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. EXISTING STORM DRAIN LINE EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T- 1. EXISTING WATER LINE FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. EXISTING GAS LINE FURNISH & INSTALL STREET LIGHT-22000 LUMEN PER C.O.B. EXISTING U.C. ELECTRICAL LINE(S) STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER EXISTING O.H. ELECTRICAL LINE(S) C.O.B. STD. ST-23. LEGEND _(CON T.): EXISTING EDGE OF PAVEMENT EXISTING CHAIN LINK FENCE "#e�'FLOWLINE EXISTING CURB AND GUTTER LI P ...... PROJECT BOUNDARY CENTERLINE STREET RIGHT-OF-WAY ---------------------------------- SAW CUT SECTION LETTER -A SECTION DESIGNATION SHEET WHERE SEC11ON IS SHOWN CURVE NUMBER FOR CURVE DESCRIPTION EASEMENT DESIGNATION, SEE EASEMENT LEGEND ITEM OF WORK - SEE CONSTRUCTION SCHEDULE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. NOTE# 1. PRIOR TO THE START OF ANY CONSTRUC11ON WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT NTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES TO BE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED ON PLAN. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDII SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. IxmffAhm�Akiq 0, 7- ZO APPROVED BY: ROGER A. McINTOSH R. C. E. NO. 33322 APPROVED NICOLAS FIDLER DATE PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 REVIEWED BY: STUART J. PATTESON ASSISTANT PUBLIC WORKS DIRECTOR R. C. E. NO. 44898 Ms 11 /2.-cj 12.vto REVIEWED BY: RYAN STARBUCK DATE TRAFFIC ENGINEER Know whatvs below. Call before you dig. STANDARD NOTES GENERAL 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C391216 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 3. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 811. 4. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 5. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRAWING ST-11, EXCEPT AS NOTED ON PLANS. 7. ALL MANHOLES AND CLEANOUTS WITHIN PROJECT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. 8. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD, 9. THE FOLLOWING CITY OF BAKERSFIELD & CALTRANS STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST-3, ST-5, ST-8, ST-10, ST-11, ST-23, T-2, T-10v L-13, 2018 CALTRANS STD. PLAN A88A 10. PAVING FOR SNOW ROAD TURN LANE SHALL BE PER C.O.B. STD. DET. ST-8. 11. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST-22. *TO BE INSTALLED EXISTING 12. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL STREET LIGHT PER CURRENT C.O.B. STD. ST-23. 13. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST-23. 14. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL -CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 15. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4: 1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27o. ALTERNATIVELY, THE CITY ENGINEEFi MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 16. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 17. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 18. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 7.5' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 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. 20. INSTALL ADD11IONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.Gh E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. tl. INSTALL HANDICAP RAMP PER CALTRANS 2018 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. 22. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 23. WARN IN G/REGU LATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS NTH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. ff#1 0,04 soill 1 18,22 25. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, APPROVED INSURANCE, AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BI POSTED PRIOR TO ISSUANCE OF THE PERMIT. I A A A 111111111 q 11111 1 1 ll�pl 28. #5 INTERCONNECT PULL BOXES TO BE INSTALLED EVERY 400 1 ; CONDUIT TO BE 2" SCH. 40 PVC INSTALLED UNDER SIDEWALK; BOTH SHALL BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. 29. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 30. INSTALL BLUE MARKERS AT CENTERLINE IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 31. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIR AND/OR UPGRADING AS PER CITY ENGINEER. 32. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE LANDSCAPE AREAS OVER 2% 33. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY F011lw APPROVAL 10 DAYS PRIOR TO PAVING. ff, "i CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATIO OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THI '�'ROVISIONS OF SAID PLAN. 0 ff 11,7, 1 fl � I I � � � � �'� � "m0m�Ojg CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLU11ON PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 36. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF 8:30 A.M. - 4: 00 P.M.) MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 37. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL B APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS OF TH STANDARD SPECIFICATIONS AND THE FOLLOWING: I A A A i AL AL m IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. 21 FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE 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 SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS I OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLA(-Nl ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WOR PERIOD. I TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DELINEATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. in jim 'Now molak %va, Is mm if,' 119"'1 somm all mg I TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLAS11C AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS i '�'AVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS. PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF THE STANDARD SPECIFICATIONS. 38. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND CROSS GUTTER. 39. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 40. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 1. ASPHALT CONCRETE SHALL BE TYPE IA) (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREET31. AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN 'I SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 1011,111, wril I I i ill[iql�; a 1. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED NTH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 8 ABOVE SHALL BE USED. 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 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE uj "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: SECTION 39-2.02, 5Z 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, co ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) B. REMOVAL AND REPLACEMENT, OR 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 C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. IN SECTION 92-1.02, "GRADES," OF THE STANDARD "STEAM -REFINED PAVING ASPHALTS, THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED NTH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE 0) THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, ff) to N ENGINEER. 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 o 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO 10- 6 0 z z u- THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION < CITY ENGINEER'S REVIEW AND APPROVAL: < :1 a 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED 00 A. A LIST OF AGGREGATE AND ASPHALT SOURCES. TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM "AGGREGATE," OF THE STANDARD 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE w TO THE REQUIREMENTS OF SECTION 39-2.02, (CAB) Nel < ix SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS m EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. 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 C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. DESIGN ALONG NTH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. 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 IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. SHALL CONFORM TO THE FOLLOWING: 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, s*SUBGRADE,ff OF THE ESTABLISHED BY THE ENGINEER. STANDARD SPECIFICA11ONS 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. z 0 V) 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE 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 SHALL BE 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 COUNTY OF KERN CITY OF BAKERSFIELD OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE PROPOSED EXIS11NG LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER R/W R fk THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF 9 -1- 55 T_ NORMAL PAVING OPERATIONS. ADD11IONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE F 10, 45' DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED 2'1 TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR 41' 8) OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE < uj U-i CONFORMS WHEN PAVING OPERATIONS RESUME. :�3- u I lu u- 2' SAWCUT < < 0 U- <1 U- < AS DIRECTED BY M 0 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING uj EXISTING arf u uj THE CITY ENGINEER OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED m 2-7 co < 3: m __j A.C. PAVING 01 z ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT 3�: z 0 TE ON 4:1 SLOPE PER < 1.5% MIN 0 V) THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRE EXISTING CURB & GUTTER ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 1 2% MAX U- TO BE REMOVED 2% x SEPARATE PERMIT ui ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE ------ L ------------------ -------------- HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED 2% --------------------------------------- L -------- L L uj 17 TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONSTRUCT 7.5' COMBINATIONJ CONSTRUCT HARDSCAPE MEDIAN ui UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING SURFACE PER C.O.B. STD. DET. L-12 CL OPERATIONS RESUME. SIDEWALK PER C.O.B. STD. DET. ST-5 SNOW ROAD A.C. PAVEMENT SECTION: co 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL CONSTRUCT CONCRETE RIGHT TURN 0.45' A.C. OVER ed LANE PER C.O.B. STD. DET. ST-8 co DENSITY AS DETERMINED BY ASTIVI D-2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE EXISTING CLASS 11 AGG. BASE OVER w WITH CALIFORNIA TEST 375. EXISTING COMPACTED SUBGRADE 0 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER SEC11ON z THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE SNOW ROAD 102 REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR STA. 11+83.96 TO STA. 13+33.96 BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING HORIZ. SCALE: 1"=10' f*l OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE VERT. SCALE: N.T.S. ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE R=56 T.I.=9 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. P%19� 0 I_ -'d- -q- M t4� Uj ce < V) m z: cr- 0 Uj Uj r1l _j U-i < W U_J OM z: - to 0 CF) F-- V) U o6 400 -- ------- - --- - 0-) - ----- - 0 (D m: UJ C) m < U c z: 398 M m (n < �m* Wx W� SNO WWW ROAD STA. 10+00.79 C.L. TO STA. 14+40.78 C.L. SCALE: 1 30' HORIZONTAL 1 3' VERTICAL UJ W t*4) m cn UJ c) < >- UJ __j UJ UJ __j Uj _j >: Uj __j Uj Uj Uj W 06 F-- - 00 00 C> z: C:) U-) m ;�5 00 W Lo Uj ry C114 U-J W C-D W < V) < (n APPROXIMATE (n EXISTING ':GROUND ALONG FLOWLINE S=0.657o S =0.97% Ac DO(_N0(%ccrN cl nxAn 1kic, CONSTRUCTION SCHEDUL E CONSTRUCT CONCRETE RIGHT TURN LANE PER C.O.B. STD. DET. ST-8. CONSTRUCT 7.5' STANDARD COMBINATION SIDEWALK PER C.O.B. ST-5.(ARTERIAL STREETS). EXISTING TRAFFIC SIGN TO REMAIN. (4) CONSTRUCT STANDARD CURB RAMP PER C.O.B. STD. DET. ST-10. EXISTING SIGN TO BE RELOCATED PER C.O.B. STD. DET. T-2. SAWCUT AS INDICATED ON PLAN OR AS DIRECTED BY CITY ENGINEER. CONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. STD. DET. ST-3. C.) (5 UJ 'S LL CD oi 15+00 209.38 16+00 667.75 2610.93 S. 1/4 COR. SEC. 6, 29/27 FD. KCSCM IN L.H. PER R/S 13K. 31, PC. 136 :�Ic < - Ir- M < W b V) 'Z Uj (D OCT 5<- m c*4 S=0.36% __S*-0.567* . ......... EXISTING FLOWLIN [Tom HOU Nm WN mm Km ME W;l FOC TABLE SNOW ROAD DESCRIPTION CL STATION & OFFSET FOC STATION STA.11+17.96 C.L., 64.97 LT. STA. 11+29.38 F.O.C. STA.11+53.96 C.L., 85.00 LT.�� STA. 11 +70.57 F.O.C. STA.11+83.96 C.L., 55.00 LT. STA. 12+17.69 F.O.C. GRADEBREAK STA.12+58.96 C.L., 55.00 LT. STA. 12+92.69 F.O.C. BEGIN TAPER STA.13+33.96 C.L., 55.00 LT.!-(,' STA. 13+67.69 F.O.C. 11� 396.28 CURVE TABLE LENGTH TANGENT 20.00 90000,00" 90,000,ou & CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. *wag BIKE LANE MARKINGS PER CHAPTER 9C, CA MUTCD 2014. EXISTING STRIPING TO BE REMOVED NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS ON SECTION 84, 2015 EDITION. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS ON SECTION 84, 2015 EDITION. TAPER DATA NO. F.L. STATION �I__ F.L. OFFSET J I F_ 13+34.68 13+39.68 13+44.68 9.87 LT 13+54.68 6 13+59.68 13+64.68 7.61' LT. 13+94.68 LT. ---------------- 13+99.68 1.76' LT. I L 14+0�.68 0. 28' LT. 14+2 0 30 6 H eet Know what's be I ow. Call before you dig.