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HomeMy WebLinkAbout6.1-1694Underground Service Alert FORE y� Call: TOLL FREE 81-1 TWO WORKING DAYS BEFORE YOU DIG NOTE: CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRiOR TO CONSTRUCTION. CONTACT UNDERGROUND SERVICES ALERT TO LOCATE EXISTING UTILITIES 48 HOURS PRIOR TO CONSTRUCTION AT 811. WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON THE PLANS: THE LOCATIONS, DEPTH AND DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL THE STRUCTURES WHICH MAY BE ENCOUNTERED. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTIES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITiONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. VICINITY MAP NOT TO SCALE ALL. AMERICAN SELF STORAGE: 9340 PANAMA LA,NE G PA/2 C 11-0383 & PCD 11-0385 SHEET NO. DESCRIPTION S1 COVER SHEET S2 STREET IMPROVEMENT PLAN -PANAMA LANE S3 STREET IMPROVEMENT PLAN -PANAMA LANE S4 STREET STRIPING AND SIGNAGE PLAN -PANAMA LANE 1� I a no o I wi 1> i _j �J 10 �I PANA LA _ M A _ NE_ i:I al 11 1 401 001 KEY MAP GENERAL NOTES SCALE: 1°=200' 1.1 THE LOCATIONS, DEPTHS, SIZES AND DIMENSIONS OF UNDERGROUND AND SURFACE STRUCTURES ARE BASED ON INFORMATION PROVIDED BY 'DEWALT CORPORATION", ARE APPROXIMATE, AND ARE NOT GUARANTEED. THE STRUCTURES AND UTILITIES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT THE INFORMATION IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT THE STRUCTURES AND UTILITIES WILL, IN ALL CASES, BE FOUND WHERE SHOWN ON THE PLANS OR REPRESENT ALL THE STRUCTURES AND UTILITIES WHICH MAY BE ENCOUNTERED. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, DEPTH AND SiZE OF ALL UNDERGROUND FACILITIES PRIOR TO ANY CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICT OR DISCREPANCY IS FOUND. 1.2 THE CONTRACTOR SHALL NOTIFY 'UTILITY SERVICE ALERT" AT 811 AT LEAST 48 -HOURS PRiOR TO COMMENCING WORK. 1.3 ALL EXISTING IMPROVEMENTS AND UTILITIES THAT ARE DAMAGED, REMOVED, UNDERCUT, OR OTHERWISE ALTERED SHALL BE REPAIRED OR REPLACED IN KIND AT THE EXPENSE OF THE CONTRACTOR. ANY SURVEY MONUMENT WITHIN THE AREA OF CONSTRUCTION SHALL. BE PRESERVED OR RESET BY A REGISTERED LAND SURVEYOR. 1.4 THE ENGINEER WiLL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES OR USES TO THESE PLANS. ALL CHANGES SHALL BE IN WRITING AND MUST BE REVIEWED BY THE ENGINEER OF RECORD. ANY DISCREPANCY BETWEEN THE PLANS, DETAILS, OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 1.5 THE CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WiTHIN PUBLIC RIGHTS OF WAY. ALL TRAFFIC CONTROL SHALL CONFORM TO "CALTRANS STANDARD HANDBOOK OF TRAFFIC CONTROL', LATEST EDITION. 1.6 THE CONTRACTOR SWILL OBTAIN ANY AND ALL PERMITS, WHICH MAY BE REQUIRED FOR THE WORK INCLUDING THE CITY OF BAKERSFIELD STREET WORK PERMIT AND KERN COUNTY ENCROACHMENT PERMIT. THE CONTRACTOR SWILL CONTACT THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT CONCERNING REQUIREMENTS OF THE STREET WORK PERMIT. 1.7 BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING POSSIBLE INTEREST, IN THE WORK, OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES, AND THE CONTRACTOR SHALL VERIFY THE LOCATION OF ANY UTILITIES WITHIN THE WORK AREA. 1.8 ALL WORK CONSTRUCTED SHALL CONFORM TO THE CITY OF BAKERSFIELD STD PLANS AND SPECIFICATIONS AND THE 2013 CBC. 1.9 IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT OR THEIR SUBCONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 1.10 ALL WORK SHALL. CONFORM WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES. 1,11 THE USE OF PLANS BY ANY CONTRACTOR SHALL HOLD TRUE THAT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND LORE ENGINEERING, INC. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. THE CONTRACTOR SHALL SUBMIT CERTIFICATES NAMING LORE ENGINEERING, INC AND OWNER AS ADDITIONAL INSURED. THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE ENGINEER OF RECORD (OR THEIR APPOINTED SUBCONSULTANT) WILL BE PERFORMING ALL CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. CONSTRUCTION STAKING IS AN INTEGRATED PART OF THESE CONSTRUCTION DOCUMENTS AS PROVIDING EVIDENCE OF "BUILDING TO THE PLAN'. IN THE EVENT THAT CONSTRUCTION STAKING IS NOT PERFORMED BY LORE ENGINEERING, INC, THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ALL IMPROVEMENTS WHICH HAVE BEEN CONSTRUCTED. -1.12 AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION OF STORM DRAINAGE FACILITIES, THE CONTRACTOR IS TO NOTIFY THE CITY CONSTRUCTION MANAGER AT (661) 326-3724. 1.13 ALL WORK ON THIS PROJECT SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CITY OF BAKERSFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND ANY MODIFICATION THERETO BY THE CiTY. ALL DETAILS NOT SHOWN HEREON SHALL CONFORM TO THE STANDARD DRAWINGS IN THE CURRENT VERSION OF THE CITY OF BAKERSFILED DESIGN MANUAL. 1.14 THE LOCATION OF THE EXISTING UNDERGROUND STRUCTURES AND UTILITIES HAS BEEN LOCATED IN THE FIELD OR OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL ASSUME THE SOLE RESPONSIBILITY FOR DETERMINING OR CONFIRMING THE EXACT LOCATION OF THESE FACILITIES AND PROTECTING SAME FROM DAMAGE. 1.15 CONTRACTOR SHALL NOTIFY AND COORDINATE ALL RELATED WORK WITH THE AFFECTED AGENCIES IN ACCORDANCE THE SPECIFICATIONS AND DRAWINGS. 1.16 THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND HAVING ONSITE THE LATEST UPDATED AND SIGNED IMPROVEMENT DRAWINGS PRIOR TO CONSTRUCTION. 1.17 ALL EXISTING CONCRETE IMPROVEMENTS SHOWN TO BE REMOVED SHALL BE SAWCUT A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. 1,18 PROVIDE AND MAINTAIN ON SITE A SPECIAL PERMIT FROM CAL -OSHA FOR ALL UTILITY TRENCHES 5 FEET OR MORE IN DEPTH. 1.19 ALL EXISTING UTILITY MAINS AND SERVICE LINES SHALL BE KEPT IN CONSTANT SERVICE DURING THE CONSTRUCTION OF THIS PROJECT. HAND EXCAVATING SHALL BE EMPLOYED WHERE NECESSARY TO SAFELY EXPOSE EXISTING UTILITIES, 1.20 ALL UTILITY SERVICES AND FACILITIES DAMAGED OR BROKEN BY THE CONTRACTOR SHALL. BE REPAIRED OR REPLACED IN ACCORDANCE WiTH THE REQUIREMENTS OF THE OWNER OF SAID UTILITY. THE CONTRACTOR WiLL BE PERMITTED TO SEVER A SANITARY SEWER HOUSE BRANCH, PROVIDED AN APPROVED TEMPORARY CONDUIT FOR THE MiSSING PORTION IS INSTALLED IMMEDIATELY. 1.21 ANY SURVEY MONUMENT WITHIN THE AREA OF CONSTRUCTION SHALL. BE PRESERVED OR RESET BY THE A LICENSED LAND SURVEYOR. PROVIDE THE CiTY 48 HOURS ADVANCE NOTICE PRIOR TO DEMOLITION OF EXISTING MONUMENT. 1.22 ALL GRADING SHALL COMPLY THE 2013 CBC, CALIFORNIA BUILDING CODE AND THE PROJECT GEOTECHNICAL REPORT PREPARED BY KRAZAN & ASSOCIATES, INC REPORT NO. 022-13164, DATED JANUARY 8, 2014. 1.23 PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 1.24 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 OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER No. 2009-0009-DWQ AS AMENDED 13Y ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WiTH THE STATE WATER RESOURCES CONTROL. BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGER IDENTIFICATION (WDID) No. 51`15C372021 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. BENCHMARK LOCATED AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT OVER THE STINE CANAL, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. NGS DESIGNATION - FU1634 ELEVATION - 343.34 FEET NAVD 88 DATUM BASIS OF BEARING THE BEARING OF NORTH 89'14'54" WEST (ROUNDED TO THE NEAREST SECOND) SHOWN FOR THE SOUTH LINE OF SALES LOT 29 AND THE SOUTH LINE OF SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, IN THE CITY OF BAKERSFiELD, COUNTY OF KERN PER SURVEY INVESTIGATION AND PERPETUATION MAP 7-1 FiLED IN BOOK 6 AT PAGE 28 IN THE OFFICE OF THE KERN COUNTY RECORDER. APN: 497-010-05 OWNER: DARYL C. NICHOLSON ADDRESS: 9340 PANAMA AVENUE BAKERSFIELD, CA 93311 PHONE: (559) 294-0728 ENTITLEMENT: GPA/ZC 11-0383 & PCD 11-0385 TOTAL DISTURBED ACRES: 6.6 r. ASPHALT CONCRETE PAV1_,NG-N0TES--= _- 2.1 ASPHALT CONCRETE SHALL BE TYPE A MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CALTRANS STANDAR SPECIF CATIONS AND THESE SPECIAL PROVISIONS. A 2.2 PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 2.3 ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CiTY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(8), "GRADES," OF THE STANDARD SPECIFICATIONS. 2.4 THE AMOUNT M UNED TOR ASPHALT SPSE IFN T BI DER TO BE EAMIXED IT ASPHALT MI B�ERGSRH LL BE PROVED BY THECITY THE INEER��TOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PRO2.5 AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CiTY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVAL..ENT TEST RESULTS SHOULD NOT BE OLDER THAN SiX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ON E (1.) YEAR. C. AN ASPHALT CONCRETE IX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ONN WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02 "AGGREGATE" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISDNS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARID, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WiTH THE ASPHALT CONCRETE MIX DESIGN. 2.6 WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EiTHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EDGE of PAVEMENT. 2.7 AA PRIME COAT SI EP NOT BIE REQUIi REDBON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE, HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01,-SUBGRADE,' OF THE STANDARD2.8 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. 2.9 PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 2.10 INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED FORM SMOOTH, TAPERED CONNECTIONS. 2.11 WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT COUCREII= IS 0.15 FOOT OR. LESS PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETVIEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TFANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS 2.12 WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE iS MORE THAN 0.15 FOOT PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE bROP OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 2.13 ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 2.14 IF THE IN-PLACE DENSITY OF ANY LOT of ASPHALT CONCRETE E LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH IF NEEDED NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE MEE'TL THE SPECHIFlm ORRANNGE, THE FlASSPHA T CITY CONCRETE RINRREEPROESEMED BBYUTTHATMLOT SHALL BEBE REM�OVEDINAN� TOMEET WITH MATERIAL THCOMPACTION. T MEE SOTHE i PN -MACE DENSITY REQUIREMENTS. IS GIVEN DOES NOT 2.15 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. 2.16 THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY : A. PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 'B' SHALL. BE USED. 2.17 IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1 ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY �11NGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.18 IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL. LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSt LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECI-ANGUTAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL. CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND EXPENSE. THE THE F! PARAGRAPHS LLCCO TOF HALL BE EITTHER MPHAALNTSRFJIVEATiNG THE OR ASPHALTICI EMULSSIION ASFDIRECTTEEDCBY THE CILTYBENGINPELIER TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S 2.19 BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2"AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS LATEST EDITION OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BA&CMB� CONFORMING TO SECTION 200-2.4 OF THE GREENBOOK WHICH ALLOWS UP TO SO0% ONO BEOi VOLUME T BE RECLAIMATE D SHALIL BENCRft PORTED TOA CEMENT OF 95% OF MAXIMUM LEAN CONCH DENS CEME TR TED BASE, OR A COMBINATION OF THOSE MATERIALS- OTHER RECYCLED BASES 2.20 THE PAVING CONTRACTOR SWILL. GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIA THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS NOT BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POiNT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND WHITE. LANE NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET - PANAMA LANE 461 LF 0.50' A.C. 917 TONS 1.25 A.B. WHITE LANE 6" CURB AND GUTTER 391 LF 4" THICK SIDEWALK 2,530 SF TRAFFIC CONTROL SIGN 6 EA WHEEL CHAIR RAMPS 2 EA STREET LIGHTS - 9500 LUMEN DISTRICTBLVD. i 1 EA I-( _ t STRIPING . 2,637 LF MEDIAN CURB 979 LF TRAFFIC SIGNAL INTERCONNECT 461 LF FF FINISH FLOOR HARRIS ROAD I = i U m PROJECTim CONC. CONCRETE r, PANAMA LANE POWER POLE --- TRAFFIC SIGNAL DG DOWN GUY NG NATURAL GROUND TEL TELEPHONE DYLT/DL DAYLIGHT AC ASPHALT PAVING EP EDGE OF PAVEMENT COR VICINITY MAP NOT TO SCALE ALL. AMERICAN SELF STORAGE: 9340 PANAMA LA,NE G PA/2 C 11-0383 & PCD 11-0385 SHEET NO. DESCRIPTION S1 COVER SHEET S2 STREET IMPROVEMENT PLAN -PANAMA LANE S3 STREET IMPROVEMENT PLAN -PANAMA LANE S4 STREET STRIPING AND SIGNAGE PLAN -PANAMA LANE 1� I a no o I wi 1> i _j �J 10 �I PANA LA _ M A _ NE_ i:I al 11 1 401 001 KEY MAP GENERAL NOTES SCALE: 1°=200' 1.1 THE LOCATIONS, DEPTHS, SIZES AND DIMENSIONS OF UNDERGROUND AND SURFACE STRUCTURES ARE BASED ON INFORMATION PROVIDED BY 'DEWALT CORPORATION", ARE APPROXIMATE, AND ARE NOT GUARANTEED. THE STRUCTURES AND UTILITIES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT THE INFORMATION IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT THE STRUCTURES AND UTILITIES WILL, IN ALL CASES, BE FOUND WHERE SHOWN ON THE PLANS OR REPRESENT ALL THE STRUCTURES AND UTILITIES WHICH MAY BE ENCOUNTERED. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, DEPTH AND SiZE OF ALL UNDERGROUND FACILITIES PRIOR TO ANY CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICT OR DISCREPANCY IS FOUND. 1.2 THE CONTRACTOR SHALL NOTIFY 'UTILITY SERVICE ALERT" AT 811 AT LEAST 48 -HOURS PRiOR TO COMMENCING WORK. 1.3 ALL EXISTING IMPROVEMENTS AND UTILITIES THAT ARE DAMAGED, REMOVED, UNDERCUT, OR OTHERWISE ALTERED SHALL BE REPAIRED OR REPLACED IN KIND AT THE EXPENSE OF THE CONTRACTOR. ANY SURVEY MONUMENT WITHIN THE AREA OF CONSTRUCTION SHALL. BE PRESERVED OR RESET BY A REGISTERED LAND SURVEYOR. 1.4 THE ENGINEER WiLL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES OR USES TO THESE PLANS. ALL CHANGES SHALL BE IN WRITING AND MUST BE REVIEWED BY THE ENGINEER OF RECORD. ANY DISCREPANCY BETWEEN THE PLANS, DETAILS, OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 1.5 THE CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WiTHIN PUBLIC RIGHTS OF WAY. ALL TRAFFIC CONTROL SHALL CONFORM TO "CALTRANS STANDARD HANDBOOK OF TRAFFIC CONTROL', LATEST EDITION. 1.6 THE CONTRACTOR SWILL OBTAIN ANY AND ALL PERMITS, WHICH MAY BE REQUIRED FOR THE WORK INCLUDING THE CITY OF BAKERSFIELD STREET WORK PERMIT AND KERN COUNTY ENCROACHMENT PERMIT. THE CONTRACTOR SWILL CONTACT THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT CONCERNING REQUIREMENTS OF THE STREET WORK PERMIT. 1.7 BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING POSSIBLE INTEREST, IN THE WORK, OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES, AND THE CONTRACTOR SHALL VERIFY THE LOCATION OF ANY UTILITIES WITHIN THE WORK AREA. 1.8 ALL WORK CONSTRUCTED SHALL CONFORM TO THE CITY OF BAKERSFIELD STD PLANS AND SPECIFICATIONS AND THE 2013 CBC. 1.9 IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT OR THEIR SUBCONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 1.10 ALL WORK SHALL. CONFORM WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES. 1,11 THE USE OF PLANS BY ANY CONTRACTOR SHALL HOLD TRUE THAT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND LORE ENGINEERING, INC. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. THE CONTRACTOR SHALL SUBMIT CERTIFICATES NAMING LORE ENGINEERING, INC AND OWNER AS ADDITIONAL INSURED. THESE PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE ENGINEER OF RECORD (OR THEIR APPOINTED SUBCONSULTANT) WILL BE PERFORMING ALL CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. CONSTRUCTION STAKING IS AN INTEGRATED PART OF THESE CONSTRUCTION DOCUMENTS AS PROVIDING EVIDENCE OF "BUILDING TO THE PLAN'. IN THE EVENT THAT CONSTRUCTION STAKING IS NOT PERFORMED BY LORE ENGINEERING, INC, THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ALL IMPROVEMENTS WHICH HAVE BEEN CONSTRUCTED. -1.12 AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION OF STORM DRAINAGE FACILITIES, THE CONTRACTOR IS TO NOTIFY THE CITY CONSTRUCTION MANAGER AT (661) 326-3724. 1.13 ALL WORK ON THIS PROJECT SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CITY OF BAKERSFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND ANY MODIFICATION THERETO BY THE CiTY. ALL DETAILS NOT SHOWN HEREON SHALL CONFORM TO THE STANDARD DRAWINGS IN THE CURRENT VERSION OF THE CITY OF BAKERSFILED DESIGN MANUAL. 1.14 THE LOCATION OF THE EXISTING UNDERGROUND STRUCTURES AND UTILITIES HAS BEEN LOCATED IN THE FIELD OR OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL ASSUME THE SOLE RESPONSIBILITY FOR DETERMINING OR CONFIRMING THE EXACT LOCATION OF THESE FACILITIES AND PROTECTING SAME FROM DAMAGE. 1.15 CONTRACTOR SHALL NOTIFY AND COORDINATE ALL RELATED WORK WITH THE AFFECTED AGENCIES IN ACCORDANCE THE SPECIFICATIONS AND DRAWINGS. 1.16 THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND HAVING ONSITE THE LATEST UPDATED AND SIGNED IMPROVEMENT DRAWINGS PRIOR TO CONSTRUCTION. 1.17 ALL EXISTING CONCRETE IMPROVEMENTS SHOWN TO BE REMOVED SHALL BE SAWCUT A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. 1,18 PROVIDE AND MAINTAIN ON SITE A SPECIAL PERMIT FROM CAL -OSHA FOR ALL UTILITY TRENCHES 5 FEET OR MORE IN DEPTH. 1.19 ALL EXISTING UTILITY MAINS AND SERVICE LINES SHALL BE KEPT IN CONSTANT SERVICE DURING THE CONSTRUCTION OF THIS PROJECT. HAND EXCAVATING SHALL BE EMPLOYED WHERE NECESSARY TO SAFELY EXPOSE EXISTING UTILITIES, 1.20 ALL UTILITY SERVICES AND FACILITIES DAMAGED OR BROKEN BY THE CONTRACTOR SHALL. BE REPAIRED OR REPLACED IN ACCORDANCE WiTH THE REQUIREMENTS OF THE OWNER OF SAID UTILITY. THE CONTRACTOR WiLL BE PERMITTED TO SEVER A SANITARY SEWER HOUSE BRANCH, PROVIDED AN APPROVED TEMPORARY CONDUIT FOR THE MiSSING PORTION IS INSTALLED IMMEDIATELY. 1.21 ANY SURVEY MONUMENT WITHIN THE AREA OF CONSTRUCTION SHALL. BE PRESERVED OR RESET BY THE A LICENSED LAND SURVEYOR. PROVIDE THE CiTY 48 HOURS ADVANCE NOTICE PRIOR TO DEMOLITION OF EXISTING MONUMENT. 1.22 ALL GRADING SHALL COMPLY THE 2013 CBC, CALIFORNIA BUILDING CODE AND THE PROJECT GEOTECHNICAL REPORT PREPARED BY KRAZAN & ASSOCIATES, INC REPORT NO. 022-13164, DATED JANUARY 8, 2014. 1.23 PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 1.24 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 OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER No. 2009-0009-DWQ AS AMENDED 13Y ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WiTH THE STATE WATER RESOURCES CONTROL. BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGER IDENTIFICATION (WDID) No. 51`15C372021 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. BENCHMARK LOCATED AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT OVER THE STINE CANAL, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. NGS DESIGNATION - FU1634 ELEVATION - 343.34 FEET NAVD 88 DATUM BASIS OF BEARING THE BEARING OF NORTH 89'14'54" WEST (ROUNDED TO THE NEAREST SECOND) SHOWN FOR THE SOUTH LINE OF SALES LOT 29 AND THE SOUTH LINE OF SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, IN THE CITY OF BAKERSFiELD, COUNTY OF KERN PER SURVEY INVESTIGATION AND PERPETUATION MAP 7-1 FiLED IN BOOK 6 AT PAGE 28 IN THE OFFICE OF THE KERN COUNTY RECORDER. APN: 497-010-05 OWNER: DARYL C. NICHOLSON ADDRESS: 9340 PANAMA AVENUE BAKERSFIELD, CA 93311 PHONE: (559) 294-0728 ENTITLEMENT: GPA/ZC 11-0383 & PCD 11-0385 TOTAL DISTURBED ACRES: 6.6 r. ASPHALT CONCRETE PAV1_,NG-N0TES--= _- 2.1 ASPHALT CONCRETE SHALL BE TYPE A MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CALTRANS STANDAR SPECIF CATIONS AND THESE SPECIAL PROVISIONS. A 2.2 PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 2.3 ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CiTY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(8), "GRADES," OF THE STANDARD SPECIFICATIONS. 2.4 THE AMOUNT M UNED TOR ASPHALT SPSE IFN T BI DER TO BE EAMIXED IT ASPHALT MI B�ERGSRH LL BE PROVED BY THECITY THE INEER��TOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PRO2.5 AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CiTY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVAL..ENT TEST RESULTS SHOULD NOT BE OLDER THAN SiX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ON E (1.) YEAR. C. AN ASPHALT CONCRETE IX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ONN WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02 "AGGREGATE" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISDNS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARID, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WiTH THE ASPHALT CONCRETE MIX DESIGN. 2.6 WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EiTHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EDGE of PAVEMENT. 2.7 AA PRIME COAT SI EP NOT BIE REQUIi REDBON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE, HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01,-SUBGRADE,' OF THE STANDARD2.8 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. 2.9 PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 2.10 INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED FORM SMOOTH, TAPERED CONNECTIONS. 2.11 WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT COUCREII= IS 0.15 FOOT OR. LESS PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETVIEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TFANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS 2.12 WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE iS MORE THAN 0.15 FOOT PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE bROP OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 2.13 ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 2.14 IF THE IN-PLACE DENSITY OF ANY LOT of ASPHALT CONCRETE E LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH IF NEEDED NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE MEE'TL THE SPECHIFlm ORRANNGE, THE FlASSPHA T CITY CONCRETE RINRREEPROESEMED BBYUTTHATMLOT SHALL BEBE REM�OVEDINAN� TOMEET WITH MATERIAL THCOMPACTION. T MEE SOTHE i PN -MACE DENSITY REQUIREMENTS. IS GIVEN DOES NOT 2.15 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. 2.16 THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY : A. PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 'B' SHALL. BE USED. 2.17 IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1 ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY �11NGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.18 IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL. LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSt LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECI-ANGUTAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL. CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND EXPENSE. THE THE F! PARAGRAPHS LLCCO TOF HALL BE EITTHER MPHAALNTSRFJIVEATiNG THE OR ASPHALTICI EMULSSIION ASFDIRECTTEEDCBY THE CILTYBENGINPELIER TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S 2.19 BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2"AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS LATEST EDITION OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BA&CMB� CONFORMING TO SECTION 200-2.4 OF THE GREENBOOK WHICH ALLOWS UP TO SO0% ONO BEOi VOLUME T BE RECLAIMATE D SHALIL BENCRft PORTED TOA CEMENT OF 95% OF MAXIMUM LEAN CONCH DENS CEME TR TED BASE, OR A COMBINATION OF THOSE MATERIALS- OTHER RECYCLED BASES 2.20 THE PAVING CONTRACTOR SWILL. GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIA THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS NOT BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POiNT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET - PANAMA LANE 461 LF 0.50' A.C. 917 TONS 1.25 A.B. 2,063 TONS 6" CURB AND GUTTER 391 LF 4" THICK SIDEWALK 2,530 SF TRAFFIC CONTROL SIGN 6 EA WHEEL CHAIR RAMPS 2 EA STREET LIGHTS - 9500 LUMEN 2 EA CROSS GUTTER - 12' WIDE 1 EA SAWCUT 741 LF STRIPING . 2,637 LF MEDIAN CURB 979 LF TRAFFIC SIGNAL INTERCONNECT 461 LF 4 _: ce1: 4 IN W > EXISTING POWERPOLE TOE TOE OF SLOPE E --- EXISTING OVERHEAD POWER UNE TOP TOP OF SLOPE -- - t\. - EXISTING EDGE OF PAVEMENT o� L0 Z ICV IRRIGATION CONTROL VALVE EXISTING SEWER MANHOLE z FT� FL FLOW LINE D EXISTING STORM DRAIN MANHOLE z 3 r - FF FINISH FLOOR Q EXISTING GROUND CONTOUR w U tri CONC. CONCRETE r, EXISTING TREE PP POWER POLE --- TRAFFIC SIGNAL DG DOWN GUY NG NATURAL GROUND TEL TELEPHONE DYLT/DL DAYLIGHT AC ASPHALT PAVING EP EDGE OF PAVEMENT COR CORNER EDG EDGE OF FEATURE P ASPHALT PAVEMENT TC 100.00"'."PROPOSED ELEVATION W/ DESCRIPTION G GUTTER � WV WATER VALVE •,;3� EXISTING ELEVATION W/ DESCRIPTION x � • �-► DIRECTION SURFACE OF FLOW TC TOP OF CURB � O FH FIRE HYDRANT - • •> • • - DRAINAGE SWAt.E C CONCRETE BW BACK OF WALK MH MANHOLE TW TOP OF WALL ME MATCH EXISTING TF TOP OF WALL FOOTING z FG FINISHED GRADE ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATION OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND ALL SUCH CORRECTIONS SHALL BE REFLECTED ON REVISED OR AS -BUILT PLANS TO BE SUBMITTED TO THE CITY ENGINEER. 1 i L-1- - i2q. HAL LORE, PE �mom REVIEW BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE AP ROVED Y t PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE -MGK-FlDLER R.C.E. 61069 t -A III_ As WDI D : 5F 15C372021 CITY RECORDS NO: L. • w Q 0 z O CL Fr U LU 0 V) w 0 z O W cc M. N0. 4794 EXP: 06-30-17 CIVIC �Q 9TF CF CAQF��� DESIGNED BY: H.LORE DRAWN BY: H.LORE DATE: 08/26/15 SCALE: I PROJECT: NCD.1401 S1 SHEET 1 OF 4 UL0 Q �W O 0 o� L0 Z z N CO z FT� Q rn - z 3 r - v Q o o w U tri U n n InId p� Q W Q Q LU J z civ > J LU O z rr CL Q L0 LU W w � O z cN w W o z ( W z O w Zw w W Z ::) J W 0 W� O z >� w Qm = W -'U OC�o>�z 5- ^ 00 0 o 0. j U o U w -I w QLU Uj %w < b 0- D ® M. N0. 4794 EXP: 06-30-17 CIVIC �Q 9TF CF CAQF��� DESIGNED BY: H.LORE DRAWN BY: H.LORE DATE: 08/26/15 SCALE: I PROJECT: NCD.1401 S1 SHEET 1 OF 4 Q Q �W O o� W W Q T oa I v, v w O U InId p� Q Q Q LU J d U LU O rr CL M. N0. 4794 EXP: 06-30-17 CIVIC �Q 9TF CF CAQF��� DESIGNED BY: H.LORE DRAWN BY: H.LORE DATE: 08/26/15 SCALE: I PROJECT: NCD.1401 S1 SHEET 1 OF 4 Underground Service Alert - - \ Call: TOLL FREE '1� - ur 0 I[,, 1181111 TWO WORKING DAYS BEFORE YOU DIG 11 . I I NOTE: CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO k CONSTRUCTION. CONTACT UNDERGROUND SERVICES ALERT TO LOCATE EXISTING UTILITIES 48 HOURS 11 PRIOR TO CONSTRUCTION AT 811. I WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON I THE PLANS. THE LOCATIONS, DEPTH AND DIMENSIONS OF STRUCTURES ARE BEUEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH STRUCTURES ARE SHOWN FOR THE INFORMATION � OF THE CONTRACTOR, BUT INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL THE STRUCTURES WHICH MAY BE ENCOUNTERED. i CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERALLY ACCEPTED CONSTRUCTION PRACTIES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF I CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. . : ! : I : \ I i "I � I � I � i ! : � , , , � � : � � , i I I m ! I I i - i i (O i - ! I i I �- 1 1 Uj iI � ­_,- -1 11 , . . w I I I H __ 01 a I STREET IMPROVEMENT NOTES --- 1. THE DEVELOPER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 7 VALUE OF 50 AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "Rw VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE DESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH THE CITY ENGINEER. ' 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH -(T) OF 1.1 FEET BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BYTHE PUIBUC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAY) FROM UP OF GUTTER TO UP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THE 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADE FOR THE ENTIRE WIDTH OF PAVEMENT (UP OF GUTTER TO UP OF GUTTER). 1 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB & GUTTER TO A DEPTH OF 0.5 FEET. THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM 505 LBS/CLI. YD. OF CEMENT AND SHALL HAVE A MAXIMUM WATER CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SEC11ON 37, BITIUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CRY ENGINEER. . 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GU . TTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET THE APPROVAL OF THE CITY PUBLIC WORKS � DIRECTOR. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAILT-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CffY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. INSTALL BLUE PAVEMENT MARKERS AT CENTERUNE FOR ALL FIRE HYDRANT LOCATIONS. 18. STREET LIGHT LUMINARIES ARE TO BE LED AS SPECIFIED IN CITY OF BAKERSFIELD SPECIAL PROVISIONS SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCTION KEY NOTES R C/L - Ll N49*54'36"E 13.26' 1 L- R W (M) DEMOLISH AND REMOVE ALL EXISTING ASPHALT WITHIN THE LIMITS OF WORK I rEs UZ) 1 55' 1 � (M INSTALL 6" HIGH CONCRETE CURB & GUTTER, TYPE B, PER CITY STD ST -1. 79 1 41' - � 140 - - 41' 71 99 (M INSTALL 5.5' WIDE CONCRETE SIDEWALK PER CITY STD ST -3, UNLESS NOTED OTHERWISE. o 71-. 70 6$ - 10' (M INSTALL 12' WIDE CROSS GUTTER PER CITY STD. ST -3. COMPACT SOIL TO 957. OF MAXIMUM DRY DENISTY PER ASTM D-1557 TO A DEPTH OF I 5.00' SIDEWALK I LANDSCAPE 12.72' 1.0' BELOW CROSS GUTTER AND 1.0' TO EACH SIDE OF CROSS GLITTER. 2' PAVEMENT - 17*08'47" M 1 INSTALL 6' CONCRETE MEDIAN CURB, IYPE M, PER CITY STD ST -2. PATCH 1.00' 1 3.14' C7 1.00, 41 W M INSTALL AC PAVEMENT PER CITY STD. ST -13. MINIMUM SECTION IS 6' A.C. TYPE A OVER 6" CLASS 2 AGG. BASE OVER 18" OF NATIVE SOIL I COMPACTED TO 957. RELATIVE COMPACTI IT I I I 1.,5%-3-47. III -7 - ... _ .. i ') MIN 2% 2% MAX (jZ) - ; .:.:, - - - - - , ::� .;,,, .. - INSTALL ADA CURB RAMP PER CALTRANS REVISED STANDARD PLAN (RSP) A88A. DO NOT EXCEED 5% SLOPE IN THE DIRECTION OF THE PATH OF TRAVEL WITHIN 4' OF RAMP TOP \_ i �... * %..-%- C. . �l'' I I - "'.., I—- I I _.....-I�. ". " .. - __=�� .�.. . t, I... '�11 1­ 1.26' OR BOTTOM, DO NOT EXCEED 2% CROSS SLOPE. I'll, I .... 11 180'00'00# 1 21.99' -1 t e e "t rz� immi i armn i i unt uAcT I - ,__ O-) IROPOSED 10'-O" HIGH BLDG. WALL mm 11PE SIREEI UGH1 AND PULL BOX rtK L;IIY SIUS SI -23 THRU ST -26. EXISTING IMPROVEMENTS 6" A.C. TYPE *A" PROPOSED CONCRETE SIDEWALK, PER TRACT 6678 15" CLASS 2 A.B. COMP. CURB & GUTTER PER CITY STD. M INSTALL 4! WIDE BY 12' DEEP RIP -RAP EROSION PROTECTION CALTRANS CLASS 2 BACKING WITH MARAF] GEOTEXTILE FABRIC UNDERLAYMENT. TO 95% MAX DENS11Y ST- 1 & ST -3 (M) 10'-O- HIGH SPLIT FACE CMU WALL (TO BE PART OF BUILDINGS - DESIGN BY OTHERS). 12" NATIVE SOIL COMP.- PROPSOED MEDIAN ISLAND W TO 95% MAX DENSITY M) .18'-O' HIGH DECORATIVE IRON FENCE W/ SPLIT FACED COLUMNS (DESIGN BY OTHERS). TYPE M CURB PER CITY STD. ST- T. 1. = 9.5 R = 50.0 MD LANDSCAPE IMPROVEMENTS (DESIGN BY OTHERS). 1 1 01 RIG HT -OF -WAY (ARTERIAL) = COMMERCIAL SIGN (DESIGN BY OTHERS). PANAMA LANE STREET SECTION � MI) EXISTING POWER POLE AND OVERHEAD LINES (TO BE REMOVED 13Y OTHERS). - CM INSTALL DECORATIVE STAMPED CONCRETE (RED BRICK PATTERN). jM INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT *400' MAXIMUM SPACING PER CITY STD T-34. SIGNAL INTERCONNECT AND ROUTE IS FOR REFERENCE ONLY. COORDINATE TRENCH LOCATION WITH JOINT TRENCH DRAWINGS (BY OTHERS). MD SAWCUT PAVEMENT TO A CLEAN VERTICAL EDGE AND GRIND/OVERLAY AS NECESSARY TO FORM A SMOOTH TRANSITION, MATCH EX GRADE. rq-M INSTAI I 6' THICK A C PAWUPW DI I If! . . (SU) INSTALL 6" HIGH TEMPORARY A.C. DIKE AT END OF MEDIAN ISLAND PER CALTRANS STD. RSP A87B, TYPE A M INSTALL TWO (2) 6' SCH 40 PVC IRRIGATION CONDUITS. (M) STAMP LEITERS "C' INTO CURB FACE OVER EACH IRRIGATION CROSSOVER CONDUIT. =) R -O -W DEDICATED TO THE CITY OF BAKERSFIELD PER DOC NO: 000215065495 ' (M PEDESTRIAN EASEMENT DEDICATED TO THE CITY OF BAKERSFIELD PER DOC NO: 0002 01) I SLOPE AT 2HAV MAX FROM PROPOSED EDGE OF PAVEMENT TO EXISTING GROUND. - LINE TABLE LINE - BEARING DISTMICE Ll N49*54'36"E 13.26' 1 L- CAP 17'47*E 13.70' NOT TO SCALE - STA: 1 8+58.63 TO 23+12.68 TAPER CURVE TABLE OFFSET CURVE RADIUS DELTA LENGTH C1 20.00' 9(VY06'1 9" 31.45' C2 1 I 20.00' 89*53'41" 31.38' i C3 50.00' 17*08'46" 14.96' C4 5.00' 145'42'27" 12.72' ___ - C5 50.00' 17*08'47" 14.96' C6 I 1.00' 180*00'00" 3.14' C7 1.00, 18(YOO'00" 3.14' C8 60.00' 36'1 4'58' 37.96' " C9 2.00' 36'13'55* i 1.26' [7 C10 1 7.00' 180'00'00# 1 21.99' -1 TAPER TABLE STATION OFFSET 19+79.95 7.00' RT 19+87.45 6.81' RT 19+94.95 ' 6.25' RT 20+02.45 5.31' RT 20+09.95 4.00' RT TANGENT < 20+39.95 2.00' LT -20+47.45 3.31' LT -20+54.95 �_j LT -20+62.45 -4.26' 4.82' LT 20+69.95 1 5.00' LT LU �_ < 0 z 0 I-_ OL rr U 0 U -i 0 > Uj rr I PIF 4. . 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I ... . ...................................... . .................. . .................. r .................. . .................. . .................. . ... . ............. . ................... ................... ...................................... . .................. . .................. . .................. . .................. . . � .... _____­­­­ ..... � ----------------------- _ 22+00 . 23+00 : 356: : 354: : ............................ : . 350 * - I __ - - - - I I __ ___ - - - � I (to to ____ � I I - - - " _ I I _­ 1. I ­ I I I z < .j 0. �_ Z w III z 2 < III .j > < 0 5 %4.W M < CL z 5 < n w w Ir F_ U) DESIGNED BY: H.LORE DRAWN BY: H.LORE DATE: 08/26/15 _ SCALE: 20 0 20 PROJECT: NCD.1401 S2 SHEET 2 OF 4 Underground Service Alert 111 v" Call: TOLL FREE 1181111 TWO WORKING DAYS BEFORE YOU DIG NOTE: CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT UNDERGROUND SERVICES ALERT TO LOCATE EXISTING UTILITIES 48 HOURS PRIOR TO CONSTRUCTION AT 811. WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON THE PLANS. THE LOCATIONS, DEPTH AND DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL THE STRUCTURES WHICH MAY BE ENCOUNTERED. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTIES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. \ \ 21 \\ ^JhV6 \ r? \ ---------------------- ------- EXISTING R -O -W � \ 61 -----------------------35 .0------------ ------------353.5-------- h ---354.0--------------- -3W ------------------ fe 3------------------ EXISTING R -O -W PANAMA LAN E AM 0 Am 20 __. D(STING-ACA1iEMENT _ U --------- -354.0= -- SCALE: �h3 1"=20'H / 1"=2'V Ex�S7�i�$cUIZB & GtlTTER 20 0 Lu O ZN ........: . 0 SCALE: 1" = 20'H :1"=2'V 20 fe to z Am 20 0 SCALE: 1" = 20'H :1"=2'V 20 fe to z UL0 DRAWN BY: KLORE DATE: V) SCALE: 1"=20'H / 1"=2'V 20 0 Lu O ZN z �L 0')— z , M U Q C o Lu z � n Zw O �J z w z N N > cn 0 > n u Lu 0= q � 1% m No. 64794 EXP: 06.30-17 OF CAQ1 DESIGNED BY: UL0 DRAWN BY: KLORE DATE: 08/26/15 SCALE: 1"=20'H / 1"=2'V 20 0 20 PROJECT: ZN z �L 0')— z , Q Q C o Lu U � n Zw �J z z N N > —� CC — �L J �� (D W O z cN CL UJo Z0 • O — (D z C7 w O U) z W w z J W ;� O cy) Q= W �L U OC � r) 5; c- O O O m O �- U � rr ®>- � n >i U.1 wCC Q rr C q � 1% m No. 64794 EXP: 06.30-17 OF CAQ1 DESIGNED BY: KLORE DRAWN BY: KLORE DATE: 08/26/15 SCALE: 1"=20'H / 1"=2'V 20 0 20 PROJECT: NCD.1401 HEET 2 OF 4 Underground Service Alert O�FOR£ r0 �v o Go Call: TOLL FREE 1181 1 11 TWO WORKING DAYS BEFORE YOU DIG NOTE: CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT UNDERGROUND SERVICES ALERT TO LOCATE EXISTING UTILITIES 48 HOURS PRIOR TO CONSTRUCTION AT 811. WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON THE PLANS. THE LOCATIONS, DEPTH AND DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE, CONTRACTOR, BUT INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL THE STRUCTURES WHICH MAY BE ENCOUNTERED. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTIES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. STRIPING & SIGNAGE NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTING AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND 'STOP' TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTTs-02ALKYD. 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 12. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBKY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD T-19 SHALL BE LOCATED WITHIN SIDEWALK, 0.5 FEET FROM THE BACK. CONSTRUCTION KEY NOTES Q PAINT MEDIAN CURB NOSE YELLOW. ©2 INSTALL TYPICAL TYPE Q (CA) 24' OBJECT MARKER, EVERY 25', PER CA MUTCD. ® INSTALL DETAIL 27B, RIGHT EDGE LINE PER CA MUTCD. ® MATCH EXISTING STRIPING. Q INSTALL DETAIL 39, BIKE LANE LINE, PER CA MUTCD. ® INSTALL DETAIL 39A, BIKE LANE INTERSECTION LINE, PER CA MUTCD. ® INSTALL R7-9, BIKE LANE NO PARKING SIGN, PER CA MUTCD. ® INSTALL R81(CA), BIKE LANE SIGN, PER CA MUTCD. ® INSTALL R4-7, KEEP RIGHT SIGN, PER CA MUTCD. ® INSTALL K-1 (CA) OM2 -2H, TYPE 2 OBJECT MARKER, PER CA MUTCD. ®1 INSTALL DETAIL 29 PER CA MUTCD. 1® INSTALL TYPE N (L) ARROW PER CA MUTCD. 1® INSTALL W4-2, MERGING AND PASSING SIGN, PER CA MUTCD. S14 INSTALL W6-3, TWO WAY TRAFFIC SIGN, PER CA MUTCD. ® INSTALL 4' WIDE WHITE LINES, PER CA MUTCD. ® INSTALL R3 -17B, BIKE LANE ENDS SIGN, PER CA MUTCD. 1® INSTALL BIKE LANE SYMBOL PER CA MUTCD. ® REMOVE EXISTING STRIPING. S® INSTALL OM2 -2V OBJECT MARKER, PER CA MUTCD. I ® INSTALL R6 -1R, ONE WAY SIGN, PER CA MUTCD. ® INSTALL R5-1, DO NOT ENTER SIGN, PER CA MUTCD. LU Q z O F- r) U U) LU 0 w QC U **ii z N 20 0 20 r V SCALE: 1" = 20' z W - W z UjZ J�� t h � m 0 ��c a > � �;LLJ 0 a c * x,; rr v O b w _ �r �nak — U) LU F— Q z O cn LU c� Z �SY�U I ® INSTALL R6 -1R, ONE WAY SIGN, PER CA MUTCD. ® INSTALL R5-1, DO NOT ENTER SIGN, PER CA MUTCD. LU Q z O F- r) U U) LU 0 w QC U **ii z N 20 0 20 r V SCALE: 1" = 20' z W - W z UjZ J�� t h � m 0 ��c a > � �;LLJ 0 a c * x,; rr v O b w _ �r �nak — U) LU F— Q z O cn LU DETAIL 27B STRIPING ULIAIL ZJd SIKIF'INU DETAIL 21 STRIPING 4 �. ' F 2 m Ot 7-1 I<' No. 4794 7 ClV11. )F CAL\F�� DESIGNED BY: H.LORE DRAWN BY: H.LORE DATE: 08/26/15 SCALE: 111=201 20 0 20 PROJECT: NCD.1401 SHEET 4 OF 4 c� Ln N CO Z IW- LL 4 0-) Z � Q Q o N W U CL L0 � Lu N N > =— z °' a) Q > Lr)F= LO ccw d J � � cin O z N o . o � z z V)O w `n J F3 W O Z >� Lu Q m -' < U LU - z > C) 00 L U � r CL w Q rr CL DETAIL 27B STRIPING ULIAIL ZJd SIKIF'INU DETAIL 21 STRIPING 4 �. ' F 2 m Ot 7-1 I<' No. 4794 7 ClV11. )F CAL\F�� DESIGNED BY: H.LORE DRAWN BY: H.LORE DATE: 08/26/15 SCALE: 111=201 20 0 20 PROJECT: NCD.1401 SHEET 4 OF 4