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HomeMy WebLinkAbout1.1-72911 FM 1 T elv 4 Wk ASPHALT CONCRETE PAVING DOTES: SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER DURATION OF THE CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL COMPLY WITH THE PROVISIONS OF SAID PLAN. ASPHALT CONCRETE SHALL BE TYPE A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL WATER POLLUTION PREVENTION PLANS (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND L.F. CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 422.02, SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF THE CONTRACTOR'S PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A' (MODIFIED) OR TYPE `B` "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT STATEa 2ENT"GINEERS I /-I Eiv m STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM GRADING. EMULSION AS DIRECTED BY THE CITY ENGINEER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DETAIL ST -22. SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE THE WORK PERFORMED WITHIN THE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE CRUSHED MISCELLANEOUS BASED (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK"..... .... WHICH ALLOWS RIGHT-OF-WAY SHALL BE POSED PRIOR TO THE PERMIT. ASPHALT BINDER SHALL CONFORM TO THE THE REQUIREMENT IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS", UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE w IN SECTION 92--1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLES BASES SHALL NOT BE NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WARNINGIREGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95/o OF MAXIMUM DENSITY. AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK.�BA IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLAN SHALL CONFORM PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS ENGINEER'S REVIEW AND APPROVAL: TO THE FOLLOWING: REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A A. A LIST OF AGGREGATE AND ASPHALT SOURCES. A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE C17 Y FOR APPROVAL 10 DAYS PRIOR TO PAVING. C� GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE ESTABLISHED BY THE ENGINEER. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION REQUIREMENTS SO SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 8&'6.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE CONSTRUCTION, LATEST EDITION. SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAT .004 FOOT ABOVE OR BELOW REQUIREMENTS. THE GRADE ESTABLISHED BY THE ENGINEER. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED B ASTM D2041.THE ASPHALT THE NUMBER &LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. SPECIFICATION AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE NOTE: 95% COMPACTION AT LEAST VON ON EACH SIDE OF CROSS GUTTERS. SUBSTANTIALLY THE SAME AS LONG AS WITHIN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS ASSOCIATED WITH THE ASPHALT MIX DESIGN. STANDARD .NOTES SYSTEM (NPDES) A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.2009-009-DWQ IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. TRANSPORTATION STANDARD SPECIFICATIONS. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT (SWPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 394.01, "SUBGRADE', OF THE STANDARD THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLAINS: DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION NUMBER (WDID) NUMBER SPECIFICATIONS SHALL BE MET. ST -1, ST -3, ST -4, ST -7, ST -9, ST -14, ST -16, ST -19, T-12, D-14, D-16, 5F15C375438 HAS BEEN ISSUED BY THE STATE WATER RECOURSES BOARD. ALL BE CLOSED TO THE PUBLIC TRAFFIC. CARE SHALL BE THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIEDSH CL ANY DISTURBED SURVEY MONUMENTS SHALL BE REPLACED AFTER PAVING BY A PROFESSIONAL TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: LANDS SURVEYOR. CONSTRUCTION. 0.30' TYPE "B"ASPHALT CONCRETE OVER PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIP LOCATIONS UNLESS OTHERWISE 0.40' AGGREGATE BASE (PER NOTE 15) OVER ANY WORK CONNECTING TO EXISTING PUBLIC RIGHT FACILITIES FROM PRIVATE PROPERTY WILL PERMITTED BY THE CITY ENGINEER. 1 0' 0 G REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH A NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL OGTO TO BE COMPACTED 70 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STD. ST -1 PER PLAN. TAPERED CONNECTIONS. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG 1. COVER SHEET 2. CLAUDIA AUTUMN PLAN & PROFILE SHEET 1 3. CLAUDIA AUTUMN PLAN & PROFILE SHEET 2 4. STRIPING, SIGNING AND MARKING NOTE: CONTRACTOR TO COORDINATE CONSTRUCTION OF THESE PLANS WITH THE CONSTRUCTION OF THE STREET IMPROVEMENTS FOR THE MINI STORAGE FACILITY AT 15000 STOCKDALE HIGHWAY. CONTRACTOR TO COORDINATE THE CONSTRUCTION OF STREET IMPROVEMENTS WITH THE STORM DRAIN AND SEWER IMPROVEMENTS FOR TRACT 7291 NOTE: NOTICE OF COMPLETION WILL NOT BE GIVEN UNTIL STOCKDALE HIGHWAY IMPROVEMENTS HAVE BEEN COMPLETED AND ACCEPTED I 18 17 16 15 f 14 13 12 11 10 9 8 7 6 5 4 3 2 1 P 03 �; + I CLAUCTA`AUTUMN l I ,< _ .a S SHEET 2 HEET 3 THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET IN-PLACE DENSITY. THE CORRECTIVE WORK SHALL BE AT COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 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 LATERAL. BENCHMARK: TOP OF BRASS DISC LOCATED AT THE SOUTHEAST CORNER OF PROJECT SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SITE, AND THE 1 O' OFFSET LINE (WEST) FROM THE CENTERLINE OF CLAUDIA AUTUMN DRIVE SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND PAPER OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF INSTALL ADDITIONAL #3-1/2 PULL 80X FOR STREET LIGHTS AT P,G.&E. SERVICE POINT. ALL PULL (40' WEST OF THE EAST RfW,) AT THE INTERSECTION WITH STOCKDALE HIGHWAY. L.F. THE CONFORMS WHEN PAVING OPERATION RESUME. BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. ELEVATION IS 356.69' (NAVD88) COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. WHERE 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 INSTALL HANDICAP RAMPS CALTRANS STANDARD PLAN A88A CURB RETURN CASE A THE BENCHMARK DERIVED FOR THIS PROJECT LOCATION WAS DERIVED USING NGS' ONLINE STATEa 2ENT"GINEERS I /-I Eiv m LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD POSITIONING USERS SERVICE (OPUS). THE ELEVATIONS PROVIDED ARE BASED ON THE DETAIL ST -22. SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE ALL MANHOLE AND LAMFRAME COVERS SHALL BE SET %" BELOW PAVEMENT GRADE. NAVD88 DATUM AND ARE DERIVED FROM POST PROCESSED GPS SOLUTIONS. THE BASE DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE STATIONS USED FOR THIS DERIVATION WERE PID-DM7566, PID-DM6180, PID-DM6177 (EPOCH THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY 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, UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 2002.0000, GEOID09). DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION w THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA RESUME. WARNINGIREGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER look I I N OR OTHER REVIEW BOARD. DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK.�BA © 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 AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE A BEARING OF S 89° 29 34" E SHOWN FOR THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD 34, T.29S., R.26E., M.D.B.&M., ON THE MAP FILED IN BOOK 10 OF RECORDS OF SURVEYS AT PAGES 197 STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE C� SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE AND 198, IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS ON PLANS SUBMITTED TO THE CITY ENGINEER. SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS THIS MAP. REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY CONSTRUCTION, LATEST EDITION. REQUIREMENTS. MA TERIAm L S L NOA I 'T LU AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT LU w� IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET IN-PLACE DENSITY. THE CORRECTIVE WORK SHALL BE AT COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. THE CONTRACTOR'S EXPENSE. Saw Cut THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET 2 SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD 1,270.0 SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557 A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR L.F. B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. Asphalt Concrete (Type A, 3/4" Max) 407.0 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. NC STERATE MAYBE SUBS7�TUTED WITH PARAFFIN. ZI UT THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. G CASE OF DISPUTE, METHOD SHALL BE USED. C.Y. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES. IT ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND DETAIL ST -22. BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL Install (ST -4) Residential Drive Approach BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR 8 THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE ITEM DESCRIPTION QUANTITY UNIT 1 Saw Cut 1,799.0 L.F. 2 Roadway Excavation and Grading 1,270.0 C.Y. 3 Install (Type B) Standard Curb & Guttter 1,316.0 L.F. 4 Asphalt Concrete (Type A, 3/4" Max) 407.0 Tons 5 Aggregate Base (Class 11) 624.0 C.Y. 6 5.5" Sidewalk (ST -6) 8,020.0 S.F. 7 Install (ST -4) Residential Drive Approach 1,782.0 S.F. 8 Striping Signing & Marking 1.0 L.S. 9 Local Street Center Line Length 1,394.0 L.F. APPROVED BY. STEVEN J. MACIAS R.C.E. 83360 EXP. 3.31.17 DATE NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. i� APPROVED BY. NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E.61069 WORKSM, REVIEWED BY. ASST.PUBLIC DIRECTOR DATE X41— qll2zll�_ — REVIEWED BY: TRAFFIC ENGINEER DATE 1.1-7291 CIN RECORDS N0. 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