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HomeMy WebLinkAbout1.1-7305 Panama LnA.C. RAVING TESTING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (BURNED FOR ALL ARTERIAL AND COLLECTOR STREETS AND TWE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE', OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE °B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM 10 THE REQUIREMENTS OF SECTION 39-2.42, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 314" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) 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 "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. HIE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. R DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE PATH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE. DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE,' OF THE STANDARD SPECIFICATIONS AND 'THESE SPECIAL PRQVREONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED +MTH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7, A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE CONCRETE. HOWEVER ALL OTHER REQUIREMENTS OF SECTION 39-4.01 PLACEMENT OF ASPHALT "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. B. 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 UNITS OF CONSTRUCTION. 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 DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTINN& 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS GAS FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE, SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE. THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE:'. SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13, ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. F . Ila a allT It. BY THAT LOT SHALL BE REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF' ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 909 OR MORE THAN 969, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED PATH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR R ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WTH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WTHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE UNITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE ARGUED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE, THE FOG SEAL COAT' SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19, ARTERIAL. AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENSOOK" .... - WHICH ALLOWS UP TO 509 TO A MINIMUM OF 959 OF MAXIMUM DRY DENR Y. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 199--tA3 PER THE CITY OF BAKERSFIELD. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWNG: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHAD_ NOT VARY MORE THAN 0.04 FOOT ABOVE. OR SHOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE)IS TO BE PLACE 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. 21, COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/ CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 959 COMPACTION AT LEAST V ON EACH SIDE OF CROSS GUTTERS. 22. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE NTH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -11 STANDARD PAVEMENT PATCHES ST -13 STANDARD STREET SPECIFICATIONS ST -22 STANDARD SURVEY MONUMENTS ST -23 STANDARD STREET UGHT MAST ARM TYPE ST -20 STANDARD SYMMETRICAL CUL-DE-SACS ST -21 STANDARD STREET KNUCKLES CALTRANS ARBA STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASIN TYPE "A" D-17 STANDARD GUTTER DEPRESSIONS T-1 STANDARD SIEFERT SIGN POST STYLE 3. PAVEMENT: PAVING FOR PANAMA LANE SHALL. BE: 0.45 -Yf "•T' ASPHAI i CT3CRETE OVER 0.75 A4 RLCA�E BAS CdEH 1.30' OPItINJI GROUND O.G. TO BE COMPACTED TO S5Y RELATIVE DENSITY PLP LOB, 5111 ST -13. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -22. IN TO BE INSTALLED EXISTING & -w7- INSTALL TRAFFIC CONTROL SIGNS i INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -i INSTALL METRO 'SIZE STREET NAME SIGNS PER C.0.R STD. T-1 -+�- INSTALL STANDARD STREET LIGHTS, 5800 WHEN H.P.SV. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -<_- INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE MGINITC 6. INSTALL TYPE "8" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. SEWER RA LOCATIONS TO BE STAMPED(S) INTO RIE CURB FACE OVER B. EWE LATERAL L ( } EACH SEWER LATERAL 9. INSTALL. ADDITIONAL 9 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPHGLE FRAME AND COVERS SHALL BE SET 114" BELOW PAVEMENT GRADE. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 811. 12. EVARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS MSG SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WIRTH SIDEWALK 6" FROM BACK. 73. AN OPEN LL BE OBTAINED FROM THE CITY OF BAKERSFIELD PERMIT SHA PUBLIC WORKS P DEPT. FOR ANY WORK PERFORMED EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVIBDIM SION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. IT AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL IN COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (•GAND NSOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB} CONFORMING TO SECTION 200-24 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR FORDS WORKS CONSTRUCTOR AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 959 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.. 15, 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 959 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16, ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -12. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL. BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE BE CONSTRUCTION MINN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (OCR) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALT. 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. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION 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 PROVISIONS OF SAID PLAN. 2t. LUMINARIES SHALL BE SOLD 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 UGHTING SPECIFICATIONS: 22. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR TO INSTALL CONDUITS PRIOR TO PAVING. 23. INSTALL W-3T(CA} SIGN WITH 0M4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 24. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS, ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 25. 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 INTO PRIVATE STREETS, PARCEL MAP INFORMATION, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 26. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYGUL COLOR, AND TEXTURE PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION AND PARKS DEPARTMENT, 27. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS 28. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD THE CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 16 DAYS PRIOR TO PAVING. 29. ANY ITEMS IN PUSIUC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBUC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 30. NOTE TO STAMP A "C" ON TOP OF CURB OF VIETNAM OVER EACH CONDUIT LOCATION. 31. WITH EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT ONE TO WHERE THEY ARE SHOWN HEREIN. 32. 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 29. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 33. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE EIUMINATION SYSTEM (SPIES), A NOTICE OF INTENT (NOT) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWIGS ORDER NO, 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2412-0006-DWQ) MUST BE FILLED 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 PREVENTION PLAN (SWPPP) BE PREPARED. CONTINUOUSLY CARRIED OUT AND ALWAYS BE AVAILABLE FOR PUBUC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5FT5C386257 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. PANAM, Milmill t i •s THIS PROJECT SHOULD BE COORDINATED WITH CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR IMPROVEMENTS ON PANAMA LANE 1i PRIOR UAE START OF ..\T PAASE OF CONSINUCTION WTHIN THE CITY RIGHT -OI THE CITY CONSTRUCTION INSPEC11ON SHALL BE iNOTICE. TELEPHONE..--- i ,. O CITY INSPECTIONS IMLL BE GIVEN OR THE WORK PERMIT VATH APPROPRIATE SECURITY 1 INSURANCE HAS BEEN !B 2ANY FACILITY NOT OF IS TO BE PRIVATELY MAINTAINED SUPPLIED *R PROJECT 3. ALL MATERIALS REQUIRE i........ COMPLIANCE REQUIREMENTSWLL STATING THAT THE ; STANDARDS FORTHSET OF i HAVE BEEN 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. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE: PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. M.SK4%PQ95 TRACTS. E I&SKOTINSIM AFPfiRSVED BY. BLAINE NEPTUNE R.C.E. 55102 DATE -- - _ PANAMA LANG Wy _ _ _ 3 5 4 5 -� _.� _ -__. _„. IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE -----r ����-� �-'�'•�� --K_ -""- - "-_-}�' r^- 1.: MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED 8Y THE CITY i^T-� - 3 - -_- -�--- �`v- OF BAKERSFIELD PUBLIC WORKS DEPARTMENT, 7 VTTM 7305 11 I gg2iIpp, 2 q. a12� p I 0 P yiY ,N . E5 PJLSKftPN74 Y - SHEET NUMBER ►rfi'f� ITEM UNIT PANAMA LANE A.C. PAVING TUNS 962 CL IF ACG. BASE GO YET - A.C. SUBGRADE PREPARATION CUYD 1419 H6YY. w -2 .�. MEDIAN CURB B 1377 5 EA 4 3F 99 G8 TRAFFIC CONTROL SIGNS EA. 9 9500 LUMEN STREET LIGHTS EA. 3 MONUMENT ENCASEMENTS EA. T HIRE��PtANN� SAWCUT 9 �16 x 1.- TLSO ROAD EA. \ '11]\ DETAIL 29 �^ 15 I_�.4 13 m EA, 640 PA CH I D. as se 286 , ; @ ''_' 18" DRAIN (RGJ-RCP) E 226 a1 n RNN�� 2e CATCH BASIN EA. 1 '.. a 60 30 cCUTC o E 29 y 28 O 2I � 2'N Milmill t i •s THIS PROJECT SHOULD BE COORDINATED WITH CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR IMPROVEMENTS ON PANAMA LANE 1i PRIOR UAE START OF ..\T PAASE OF CONSINUCTION WTHIN THE CITY RIGHT -OI THE CITY CONSTRUCTION INSPEC11ON SHALL BE iNOTICE. TELEPHONE..--- i ,. O CITY INSPECTIONS IMLL BE GIVEN OR THE WORK PERMIT VATH APPROPRIATE SECURITY 1 INSURANCE HAS BEEN !B 2ANY FACILITY NOT OF IS TO BE PRIVATELY MAINTAINED SUPPLIED *R PROJECT 3. ALL MATERIALS REQUIRE i........ COMPLIANCE REQUIREMENTSWLL STATING THAT THE ; STANDARDS FORTHSET OF i HAVE BEEN 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. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE: PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. M.SK4%PQ95 TRACTS. E I&SKOTINSIM AFPfiRSVED BY. BLAINE NEPTUNE R.C.E. 55102 DATE -- - _ PANAMA LANG Wy _ _ _ 3 5 4 5 -� _.� _ -__. _„. IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE -----r ����-� �-'�'•�� --K_ -""- - "-_-}�' r^- 1.: MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED 8Y THE CITY i^T-� - 3 - -_- -�--- �`v- OF BAKERSFIELD PUBLIC WORKS DEPARTMENT, 7 VTTM 7305 11 I gg2iIpp, 2 q. a12� p I 0 P yiY ,N . E5 PJLSKftPN74 Y - SHEET NUMBER ►rfi'f� ITEM UNIT PANAMA LANE A.C. PAVING TUNS 962 CL IF ACG. BASE GO YET .. 81}9 ''.. A.C. SUBGRADE PREPARATION CUYD 1419 6" CURB AND GUTTER SIDEWALK LF SOFT 12(3 -.5962 .._ MEDIAN CURB LF 1377 HANDICAP RAMPS EA 4 STANDARD STREET NAME SIGNS EA. 3 TRAFFIC CONTROL SIGNS EA. 9 9500 LUMEN STREET LIGHTS EA. 3 MONUMENT ENCASEMENTS EA. 2 SAWCUT LF 2140 UNIT UNE/12" CROSSWALK LF 260 DETAIL 9 EA. ?28F> DETAIL 29 EA, 961 DETAIL 38/38A EA, 640 DETAIL 39 EA. 935 PAVEMENT MARKINGS SOFT 286 18" DRAIN (RGJ-RCP) LF 226 STORM DRAIN MANHOLE EA. 2 CATCH BASIN EA. 1 '.. ARTERIAL. STREET FRONTAGE LP 1346 EfflifflDimmEww "094 I�� 1. COVER STANDARD 3. PANAMA LANE (STREET IMPROVEMENT PLANS O !! STA4. PANAMA LANE (STREET IMPROVEMENT PLANS! 5. PANAMA -i !.D (STRIPING PLAN) 6 . -..# REVIEWED BY. STUART J. PATTESON, ASSISTANT PUBLIC WORKS CITY OF D REVIEWED BY: TRAFFIC ENGINEER tILII "Ip w MI o --- rRom\`4 THE BEARING OF N88'57'42"W AS SHOWN ON THE NORTH LINE OF THE N.E. 1/4 OF SEC. 28, T.30S., R.28E., M.D.M. ALSO BEING THE CENTERLINE OF PANAMA LANE PER RECORD OF SURVEY NO. 3415 FILE IN BOOK 29 OF RECORD OF SURVEYS AT PAGE 100 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS BASIS OF BEARINGS SHOWN ON THIS MAP. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIRESAUGH STREET. ELEVATION = 356.735' (U.S.G,S. DATUM) PER TRACT NO. 5845 PHASES A -D, MON, ELEV. MAP STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION, TELEPHONE 811. 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 UTIUTY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. GROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. 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. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH INE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. r, THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-14, 0-16, 0-18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -1, ST -2, ST -3, ST -6, ST -13, ST -14, ST -18, ST -22 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 10', AND 12' SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING NTH THE CURRENT ASTM SPECIFICATION 0-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASIA SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS FITTINGS SHALL BE IN,ECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; WT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, IH, AND 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5, PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BNIACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPUNGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC UNING. REINFORCED CONCRETE PIPE WITH PVC UNING SHALL MEET THE FOLLOWING REQUIREMENTS: I.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE OTHER CLASS IV OR CLASS V WITH WALLS 'B' OR 'C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PS FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWNG PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RGP AND SHALL COVER 360' OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS. SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F t5 (25'C t3 ). PROPERTY INITIAL (PAR, LC) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TWE D 1 -SEC. 50-60 i5 ('NTT RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE 11.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL. PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER UNEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70- - 80' F(21' - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTUNG CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE UNING. 1.C. CHEMICAL RESISTANCE OF LINER." AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 7T F 35 (25' C t3 ). AT 28 -DAY INTERVALS TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID CONCENTRATION 20% -- SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 5% - NITRIC ACID ITC* FERRIC CHLORIDE 1% 1% SOAP 0.1% DETERGENT 0.1% (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. •"VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. I.D. DETAILS AND DIMENSIONS OF UNER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS LOCOING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. I.E. INSTALLATION OF UNING INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WILDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE UNER MANUFACTURER. COVERAGE OF THE UNING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE UNING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE THE UNING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS LOCOING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE UNING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE UNING SHALL BE PULLED, WITHOUT TEARING THE UNING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE UNER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST GE SMOOTH LINER SHEET APPUED OVER THE DAMAGED AREA WITH ADHESIVE ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE UNING THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED UNING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TWE OF UNING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, JON STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY UNING OR CLAY PIPE), THE UNING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE MERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE UNED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDUNG, TRANSPORTING AND PLACING UNED PIPE TO PREVENT DAMAGE TO THE UNING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN UFTING PIPE ALL HANDUNG OPERATION SHALL BE DONE PATH AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED. THESE ARE SHOP -W LDEO JOINTS. NO PIPE WITH DAMAGED UNING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN UNING FOR CONCRETE PIPE THE JOINT BETWEEN SECTIONS OF UNED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS PIPE JOINTS MUST BE DRY BEFORE UNING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM UNING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE UNING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TWE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE UNING, THEN WELDED ALONG EACH EDGE TO ADJACENT UNER SHEETS WITH A i -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TWE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE UNING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE UNING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES WHEN GROUNDWATER IS ENCOUNTERED THE UNING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (15D TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE UNING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TWE OF PROTECTIVE UNING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED UNER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL I.I. TESTING AND REPAIRING DAMAGED SURFACES AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING YIELD$ SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE V41H SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE UNER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE UNER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE UNER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE UNER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION V. PVC FOR PIPE SIZES 18' AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 *UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PUWNG A GO -NO-GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFLECTION IN % (5%) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE ANY SECTION CE INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST -12 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -12. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFTNG THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. :1111111111!irNa1Ha61111:7_ 01ft TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT CE COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTIUZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE CONTRACTOR SHALL PROVIDE 'FIRM BEDDING' SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPUNG HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFIWNG, CONSOLIDATION CE MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL-SUCE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOUDARON, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WALL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROVING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLUNG, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BUNG THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROVING AS SPEOFIED ABOVE WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROILING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER. JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, 'EARTHWORK' AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30', AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER UNEAL FOOT SHALL INCLUDE BUT NOT BE UMITED TO EXCAVATION, BEDDING AND BACKFILL HANDUNG OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAUUNG. UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. NTH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES' OF THE 1994 EDITIONS, 'STANDARD SPECIFICATIONS" FOR PUBUC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE UNES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL UNES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC, THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MANORIAL FROM BUNG FLUSHED INTO AN EXISTING SEWER UNE SEWER LATERALS. SEVER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL 8E INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY CE BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY FORM. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A VIDEO RECORDING SHALL BE PROVIDED IN COLOR ON DVD FORMAT, THE COMPLETED "CHAIN OF CUSTODY FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE DVD FORMAT RECORDING SHALL BECOME THE PROPERTY OF THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH VIDEO INSPECTION. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4' IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY UNE WITH 30' OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTAU.ED AT THE PROPERTY LINE OR RIGHT-OF- WAY UNE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. AND STAMP "S"INTO CURB FACE LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF T DEEP AT PROPERTY UNE OR RIGHT-OF-WAY UNE AND A MINIMUM OF 2.5' DEEP AT FLOW INE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48' IN DIAMETER AND TYPE 'B' FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76. UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. 16 17 18 REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, 'REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 'LAYING SIPHON AND PRESSURE PIPE', OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKEIED JOINTS CONFORMING TO SECTION 65-1.068, 'RUBBER GASKETED JOINTS% OF THE STANDARD SPECIFICATIONS HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAUUNG. UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITII MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY TUE ENGNEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BUNG FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF GUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPEUNE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPEUNE TO THE LINE AND GRADE AS INDICATED ON THE PLANS UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPEUNE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12 TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYUNDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478, EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE AND SHALL BE SET PLUMB. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE PATH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBUC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. ID 15 Know what's below. Call before you dig. I l uHF ------------ j (STA. 36+38.27 C.L. TO 45+00.00 C.L.) �) I� (°i wWi Portion of `' �o IG I '1 PER ]/TLE REPORT iz 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 RELIANCE DRIVE (SEE SEPARATE PLANS) II' TRACT No. 5845 o. 5845 c.L. INTERSEcnoN SII �`SE A �`SE I3 STA. 44+74.27 CL PANAMA LANE CNT = ' n M. SIC 43, PG 86 M. &C 43, PQ 118 z i STA. 10+00.00 C.L. POWDERHORN STREET Q wo cati �n'z J a Q o^ z o g�4v r M (OFjNti$-ff Z'On6 •-o-N[_J nC> �J Svo JUjg jnJ' K 1� Vg�sd Ski �Qn pM a •.1 g z< yu UN4- �m0 0 d pN �74m �/STI _ 2 _ µ+ _ yy♦+/ M Vts WNN. - 2 I -� O N 2M W N d•< Y ep%T_-- p U<VI <ON� + ._ _ n6S _..oil -.._ ad KF 4N 01 PIPEL Ed"FUTURE MEDIAN-- 11 d 'Jr- PROIN)S£D'--T-- �___- _ < rn o -i __ •I �'- W�yti Oi BOUNDA - .�._. WI- -a�--- <ie... - __ ......... m CURB _ ""^ MEDIAN CURB I� i 8 w _ �^ _ �' 7 I 37+00 _I 36+00 39+00 _ __ _ _� 41+002+00 oil -- - 11 -_ ___ S88 7;42' 685.00' ____ _ _ _ _ _ _____ __ _ 2�_ 43+00 00 C6 7 •� - ---- _ _ __ _ C3 _ - 58B 742 150.99' C 011F KRN 011 PIPELINFo'� - a� 5�- ,� 6 _- o C4 �_ _ `�(ii�,," 8 0��--1 n.6 _ m oM C5. 19 S885742'E R2 z..�S 1'02'18" W _ _ B -. 2- 12 16 19.41' LF-_ _____ -_ ` 2+9_- w 7 2 5` I R/W 18° GRAIN S 885]42 E 194. ' lF 18° DRAIN 9 _ n 7 w GB w C9 _ n R7-9 4 R7 9- ¢ 1 RrN n n - N 1.... 2 PA r n RREA 2 R26(CA) 4 P 14 _ o Q d- I rcJ z Rt- o EK R ADDITIONAL R/W P 1 n 11 PA < N I I m H PER FINAL MAP A; ED n SUMP ctLL I I 1 J' m N H Fo , JI 10 II U14 I V li gELO j romm ��- til.: J 0 71 Q nm VEST. /TRACT oO.j- 31 (3 OOi Oi I H I !-NN NN OSI II Q M I I "$♦ 9GS1 r11MIRJ. /VW 1aV1200 1 $ 77 7 I 9 zacm 10 �. ci.� °'n 1 ciLL i' it ( ++ 44111 U1+ 1 MM I 11 w�1Ml 12 I. M I LL zo' 20' 2<� 1 5, ++ a d VEST. TRACT No. 7305 a z -<-<I ,L ^ 60 I o: I 3 h �n 1.1m(n PHASE I a4�i in 8k� z<r NNI iI wmin d I m M NI w Yii urI « SEE ONSITE STORM DRAIN PLANS m N I\ H I I ' d F ii 61 STA. 43+2&73 DR i STA. 43+06.86 DRAIN14 PENROSE POINT WAY EASEMENT LEGEND: PANAMA LANE (SEE SEPARATE PLANS) Q qtt OF BAKERSFlELD STREET RIGHT-OF-WAY (STA. 36+38.27 C.L. TO 45+00.00 C.L.) DEDICATION PER DDC. No. 0206208460 G.R. SCALE: 1" = 50' HORIZONTAL, 0 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT BY ORDER OF THE BOARD OF SUPERVISORS OF KERN COUNTY PER VOL 1, PG 27 & VOL. 5, PG 579 OF THE MINUTE BOOKS QCITY OF BAKERSFlELD STREET FIGHT -OF -WAY DEDICATION PER DOC. No. 0216055039 O.R. CURVE RADIUS ------------ j (STA. 36+38.27 C.L. TO 45+00.00 C.L.) �) l4 PROPOSED EDGE L (°i OF PAVEMENT Portion of `' PARCEL 1 SCALE: 1" = 50' HORIZONTAL PER ]/TLE REPORT INFINITY 180O0b0° C3 No W1e54 6 P.raw. 1" = 5' VERTICAL 20.02 GR AC. II a w 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 RELIANCE DRIVE (SEE SEPARATE PLANS) II' TRACT No. 5845 o. 5845 c.L. INTERSEcnoN SII �`SE A �`SE I3 STA. 44+74.27 CL PANAMA LANE CNT = ' n M. SIC 43, PG 86 M. &C 43, PQ 118 z i STA. 10+00.00 C.L. POWDERHORN STREET Q wo cati �n'z J a Q o^ z o g�4v r M (OFjNti$-ff Z'On6 •-o-N[_J nC> �J Svo JUjg jnJ' K 1� Vg�sd Ski �Qn pM a •.1 g z< yu UN4- �m0 0 d pN �74m �/STI _ 2 _ µ+ _ yy♦+/ M Vts WNN. - 2 I -� O N 2M W N d•< Y ep%T_-- p U<VI <ON� + ._ _ n6S _..oil -.._ ad KF 4N 01 PIPEL Ed"FUTURE MEDIAN-- 11 d 'Jr- PROIN)S£D'--T-- �___- _ < rn o -i __ •I �'- W�yti Oi BOUNDA - .�._. WI- -a�--- <ie... - __ ......... m CURB _ ""^ MEDIAN CURB I� i 8 w _ �^ _ �' 7 I 37+00 _I 36+00 39+00 _ __ _ _� 41+002+00 oil -- - 11 -_ ___ S88 7;42' 685.00' ____ _ _ _ _ _ _____ __ _ 2�_ 43+00 00 C6 7 •� - ---- _ _ __ _ C3 _ - 58B 742 150.99' C 011F KRN 011 PIPELINFo'� - a� 5�- ,� 6 _- o C4 �_ _ `�(ii�,," 8 0��--1 n.6 _ m oM C5. 19 S885742'E R2 z..�S 1'02'18" W _ _ B -. 2- 12 16 19.41' LF-_ _____ -_ ` 2+9_- w 7 2 5` I R/W 18° GRAIN S 885]42 E 194. ' lF 18° DRAIN 9 _ n 7 w GB w C9 _ n R7-9 4 R7 9- ¢ 1 RrN n n - N 1.... 2 PA r n RREA 2 R26(CA) 4 P 14 _ o Q d- I rcJ z Rt- o EK R ADDITIONAL R/W P 1 n 11 PA < N I I m H PER FINAL MAP A; ED n SUMP ctLL I I 1 J' m N H Fo , JI 10 II U14 I V li gELO j romm ��- til.: J 0 71 Q nm VEST. /TRACT oO.j- 31 (3 OOi Oi I H I !-NN NN OSI II Q M I I "$♦ 9GS1 r11MIRJ. /VW 1aV1200 1 $ 77 7 I 9 zacm 10 �. ci.� °'n 1 ciLL i' it ( ++ 44111 U1+ 1 MM I 11 w�1Ml 12 I. M I LL zo' 20' 2<� 1 5, ++ a d VEST. TRACT No. 7305 a z -<-<I ,L ^ 60 I o: I 3 h �n 1.1m(n PHASE I a4�i in 8k� z<r NNI iI wmin d I m M NI w Yii urI « SEE ONSITE STORM DRAIN PLANS m N I\ H I I ' d F ii 61 STA. 43+2&73 DR i STA. 43+06.86 DRAIN14 PENROSE POINT WAY EASEMENT LEGEND: PANAMA LANE (SEE SEPARATE PLANS) Q qtt OF BAKERSFlELD STREET RIGHT-OF-WAY (STA. 36+38.27 C.L. TO 45+00.00 C.L.) DEDICATION PER DDC. No. 0206208460 G.R. SCALE: 1" = 50' HORIZONTAL, 0 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT BY ORDER OF THE BOARD OF SUPERVISORS OF KERN COUNTY PER VOL 1, PG 27 & VOL. 5, PG 579 OF THE MINUTE BOOKS QCITY OF BAKERSFlELD STREET FIGHT -OF -WAY DEDICATION PER DOC. No. 0216055039 O.R. 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 CURVE RADIUS LENGTH (STA. 36+38.27 C.L. TO 45+00.00 C.L.) DELTA C1 30.00' 47.40' 30.28' 90'31'58' C2 SCALE: 1" = 50' HORIZONTAL 6.28' INFINITY 180O0b0° C3 9.66' 30.35' INFINITY 1" = 5' VERTICAL C4 1.00' I LEGEND: 180'00'00 G5 LEGEND (CONT.) LEGEND (CONT.)- INFINITY CONSTRUCTION NOTES: 60.00' ABBREVIATIONS 19.64' R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-2 y 'Rt -t' - sroP w3-3' - saNu AHEAD 1 CURVE NUMBER FOR CURVE DESCRIPTION 200' O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 FL CL FLOWLINE POVC CENTERUNE POINT ON VERTICAL CURVE BEGIN VERTICAL CURVE "R1-2' - YIELD 'WIT -2' -PEDESTRIAN CROSSING "W31(C4)° ®ITEM OF WORK -SEE SCHEDULE 91 C9 CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER 47.12' BVC 90'00'00" - ONE WAY -END PROVIDE MEDIAN HARDSCAPE/LANDSCAPE AND MOW RAMP O ELEV'R6-1" ELEVATION EVC END VERTICAL CURVE "R5-1° - DO NOT ENTER WI4-1" -DEAD END Q FLOWUNE STATION - SEE TABLE n ONSITE C.O.B. STD ST -5 BGR BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R26(CA)' - NO PARKING ANYTIME 'W14-2' - NO OUTLET MEDIAN CURB OR AS DIRECTED BY CITY ENGINEER. 358 O EXISTING CURB & GUTTER TO REMAIN r END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R3 -5R -RIGHT TURN ONLY W16 -7P' - ARROW 356 Z�Z BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R4-7' - KEEP RIGHT -"W4-7' - THRU TRAFFIC MERGE LEFT SECTION DESIGNATION: NW CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED EC END CURVE TC TOP OF CURB "R3-7° - RIGHT LANE MUST 'WI -1" - CURVE ARROW °R81(CA)" SEcnm LETTER ® STANDARD PLAN R.S.P. A88A-CASE "A" PIVC POINT OF INTERSECTION TU TOP OF PAVEMENT TURN RIGHT - BIKE LANE n 7M OF VERTICAL CURVE FC FINISH CONCRETE --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS A ----- - Z 5 O SAWCUT EXISTING E.P. 2' BACK FROM UP OF GUTTER OR AS P:O.C. PONT ON CURVE R/W RIGHT-OF-WAY 2 DIRECTED BY CITY ENGINEER. PA PROPERTY UNE A.P. ANGLE POINT ® STORM DRAIN MANHOLE - O 350 E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER REFER TO SEWER & STORM DRAIN PLANS _ © FUTURE IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE PLAN F.O.C. FACE OF CURB F.G. FINSIHED GRADE -Lr CONSTRUCT TYPE "A" CATCH BASIN VATH 3.5' OPENING PER NOTES: 348 LF OFT ' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ---IRCJ-Rce O7 EXISTING IRRIGATION WELL AND EQUIPMENT TO BE RELOCATED BY OTHERS OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. _. 5 SEWER - REFER TO SEWER & STORM DRAIN PLANS 1. SEE SEPARATE PLAN FOR OFFSITE SEWER IMPROVEMENTS o I Exlsnwc SURVEY MONUMENT 346 2 TO BE 0.45' TYPE ® CONSTRUCT TYPE "M-1" MEDIAN CURB PER C.0.8 STD. ST -2. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. OVERPANAM0.75' AGGREGATEMENT BASE OVER 1.30' TED O.G. TO COMPACTED -� FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 0 CONSTRUCT WATERLINE PER SEPARATE WATER PLANS FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -i. SEVER CLEANOUT -REFER 70 SEWER &STORM DRAIN PLANS. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS W W "LED" ®..•®.®s••® TRACT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. J 10 ONE-WAY MEDIAN OPENING TO INCLUDE SIGNAGE PER C.O.B. STD T-15. � FURNISH &INSTALL STREET UGIT -9500 LUMEN O M TYPE PER C.O.B. STD. ST -23. ® ® ® ® ® ® UNIT BOUNDARY 342 o EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCTION UNITS 11 FUTURE TYPE "M-1" MEDAN CURB 340 x x--- PROPOSED FENCE 340 12 RELOCATE OR REMOVE TRAFFIC SIGNS - SEE STRIPING PLAN J -_--_X-_ --- _._..__.. X._.._._.._...-.. EXISTING FENCE 338 338 336 m 336 .__----- _____06 .ANG- Ju -APPROXIMATE- GROUNDAT CEN S.- HE - " .�L EDI I a W APPR�%IIdATE In (SANG_ cl� AT ri - I ri S=-0.50% S=0.50% $=-0.258 '5 M OPOSED TH FL M m 9 w W w 4 INN> IT 181�_ j DRAIN I i i I � I 'g1Jrrpp i I M W N IN' Att19 ILF-918'-RGJ-RCP+ .18%__ 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 CURVE TABLE CURVE RADIUS LENGTH (STA. 36+38.27 C.L. TO 45+00.00 C.L.) DELTA C1 30.00' 47.40' 30.28' 90'31'58' C2 SCALE: 1" = 50' HORIZONTAL 6.28' INFINITY 180O0b0° C3 9.66' 30.35' INFINITY 1" = 5' VERTICAL C4 1.00' 3.14' LEGEND: 180'00'00 G5 LEGEND (CONT.) LEGEND (CONT.)- INFINITY CONSTRUCTION NOTES: 60.00' ABBREVIATIONS 19.64' R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-2 y 'Rt -t' - sroP w3-3' - saNu AHEAD 1 CURVE NUMBER FOR CURVE DESCRIPTION 200' O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 FL CL FLOWLINE POVC CENTERUNE POINT ON VERTICAL CURVE BEGIN VERTICAL CURVE "R1-2' - YIELD 'WIT -2' -PEDESTRIAN CROSSING "W31(C4)° ®ITEM OF WORK -SEE SCHEDULE 91 C9 CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER 47.12' BVC 90'00'00" - ONE WAY -END PROVIDE MEDIAN HARDSCAPE/LANDSCAPE AND MOW RAMP O ELEV'R6-1" ELEVATION EVC END VERTICAL CURVE "R5-1° - DO NOT ENTER WI4-1" -DEAD END Q FLOWUNE STATION - SEE TABLE ONSITE C.O.B. STD ST -5 BGR BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R26(CA)' - NO PARKING ANYTIME 'W14-2' - NO OUTLET MEDIAN CURB OR AS DIRECTED BY CITY ENGINEER. 358 O EXISTING CURB & GUTTER TO REMAIN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R3 -5R -RIGHT TURN ONLY W16 -7P' - ARROW 356 Z�Z BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R4-7' - KEEP RIGHT -"W4-7' - THRU TRAFFIC MERGE LEFT SECTION DESIGNATION: NW CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED EC END CURVE TC TOP OF CURB "R3-7° - RIGHT LANE MUST 'WI -1" - CURVE ARROW °R81(CA)" SEcnm LETTER ® STANDARD PLAN R.S.P. A88A-CASE "A" PIVC POINT OF INTERSECTION TU TOP OF PAVEMENT TURN RIGHT - BIKE LANE OF VERTICAL CURVE FC FINISH CONCRETE --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS A ----- - Z 5 O SAWCUT EXISTING E.P. 2' BACK FROM UP OF GUTTER OR AS P:O.C. PONT ON CURVE R/W RIGHT-OF-WAY 2 DIRECTED BY CITY ENGINEER. PA PROPERTY UNE A.P. ANGLE POINT ® STORM DRAIN MANHOLE - O 350 E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER REFER TO SEWER & STORM DRAIN PLANS SHIFT WHERE SECTION IS SHOWN © FUTURE IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE PLAN F.O.C. FACE OF CURB F.G. FINSIHED GRADE -Lr CONSTRUCT TYPE "A" CATCH BASIN VATH 3.5' OPENING PER NOTES: 348 LF OFT ' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ---IRCJ-Rce O7 EXISTING IRRIGATION WELL AND EQUIPMENT TO BE RELOCATED BY OTHERS OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. _. 5 SEWER - REFER TO SEWER & STORM DRAIN PLANS 1. SEE SEPARATE PLAN FOR OFFSITE SEWER IMPROVEMENTS I Exlsnwc SURVEY MONUMENT 346 2 TO BE 0.45' TYPE ® CONSTRUCT TYPE "M-1" MEDIAN CURB PER C.0.8 STD. ST -2. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. OVERPANAM0.75' AGGREGATEMENT BASE OVER 1.30' TED O.G. TO COMPACTED -� FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 0 CONSTRUCT WATERLINE PER SEPARATE WATER PLANS FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -i. SEVER CLEANOUT -REFER 70 SEWER &STORM DRAIN PLANS. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 344 "LED" ®..•®.®s••® TRACT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 10 ONE-WAY MEDIAN OPENING TO INCLUDE SIGNAGE PER C.O.B. STD T-15. � FURNISH &INSTALL STREET UGIT -9500 LUMEN 342 TYPE PER C.O.B. STD. ST -23. ® ® ® ® ® ® UNIT BOUNDARY 342 o EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCTION UNITS 11 FUTURE TYPE "M-1" MEDAN CURB 340 x x--- PROPOSED FENCE 340 12 RELOCATE OR REMOVE TRAFFIC SIGNS - SEE STRIPING PLAN -_--_X-_ --- _._..__.. X._.._._.._...-.. EXISTING FENCE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 47.40' 30.28' 90'31'58' C2 2.OD' 6.28' INFINITY 180O0b0° C3 9.66' 30.35' INFINITY 180'00'00' C4 1.00' 3.14' INFINITY 180'00'00 G5 1.00' 3.14' INFINITY 180'00'00' C6 60.00' 37.96' 19.64' 311 C7 200' 1.27' 0.65' 3614'58' C8 30.00' 47.67' 30.55' 91 C9 30.00' 47.12' 30.00' 90'00'00" TAPER DATA NO.O q STATION OFFSET FROM ¢, 39+0817 C.L. 9.00 RT. 39+13.27 C.L 8,92 RT. 39+18.27 C.L. 8.69 RT. 39+23.27 CL 8.30 RT. 39+2&27 CL 7.75 RT. 39+33.27 C.L. 7.05 RT. 39+38.27 C.L. 6.19 RT. 39+43.27 C.L 5.17 RT. 39+4&27 CL 4.00 RT. 39+8&27 CL 6.00 LT. 39+93.27 CL 7.17 LL 39+9&27 CL &19 LT. 40+03.27 CL 9.05 LT. 40+0&27 C.L .9.75 LT. 40+13.27 CL. 10.30 LT. 40+1&27 CL 10.69 LT. 40+2327 C. 10.92 LT. 40+2&27 C.L. 11.00 LT. ** CONTRACTOR TO PLUG DRAIN IF ONSITE DRAIN IS NOT CONSTRUCTED AT THE SAME TIME. LOCATION AND INVERT TO BE SURVEYED PRIOR TO BACKFILL TAPER DATA NO. < ¢ STATION OFFSET FROM t 40+42.28 C.L. 53.75 RT. 40+46.90 C.L. 53.82 RT. 40+51.90 CL 54.01 RT. 40+56.90 C.L. 54.34 RT. 40+61.90 C.L. 54.79 111 40+66.90 C.L. 55.38 RT. 40+71.90 CL 56.09 RT. 41+01.90 C.L. 1 60.78 RT. 41+01.90 CL 61.49 RT. 41+06.90 C.L. 6208 RT. 41+11.90 C.L. 6253 RT. 41+16.90 C.L. 6286 RT. 41+26.90 C.L. 63.06 RT. 41+31.90 C.L. 63.12 RT. TAPER DATA NO.< N OFFSET FROM Q _L10.19 RT.C.L 10.10 RT.CL. F41+9759 9.81 RT. CL 9.34 RT. C.L 8.6B RT. C.L 7.82 RT.CL 0.020 AC -FT 6.78 RT. 42+4259 C.L. 0.03 LT. 42+47.59 C.L. 1.07 LT. 42+5259 C.L. 1.93 LT. 42+5759 C.L. 2.59 LT. 42+6259 C.L. 106 LT. 42+67.59 C.L. 3.35 LT. 42+7259 C.L. 3.44 LT. 366 SUMP DETAIL 366 CONSTRUCTION NOTES (CONT'D): I ( 364 0.020 AC -FT 13 CONNECT TO EXISTING WATER MAIN AND EXTEND WATERLINE TO i C=0.95 364 RIGHT OF WAY FOR ONSITE CONNECTION PER APPROVED WATER PLAN. jSHEO I VOLUME REQUIRED: 0.15xO.95xO.14= 0.020 AC -FT 362 k 362 0.020 AC -FT 15 TRAFFIC SIGNAL MODIFICATION TO BE PART OF CITY OF BAKERSFIELD 12x48=(57643560)x1.5'= 0.020 AC -FT PANAMA LANE WIDENING PROJECT. SEE SEPARATE PLANS. 360 16 INSTALL 2-4" SCHEDULE 40 PVC SLEEVES UNDER THE ROAD BED SUMP DEPTH: 1.5' - NO FENCE REQUIRED 360 PROPOSED PROVIDE MEDIAN HARDSCAPE/LANDSCAPE AND MOW RAMP PER C.O.B STD L-12 INVERT FIN INVERT 18* ONSITE 358 SAWCUT EXISTING PAVEMENT 1' BACK FROM PROPOSED EDGE OF MEDIAN CURB OR AS DIRECTED BY CITY ENGINEER. 358 356 Z�Z 0 Z 356 NW 354 354 352 Nrd Z NN 352 350 vTnj O 350 34878 I sTaLL .7t 348 LF OFT ' ---IRCJ-Rce ®- 0.18X 346 I 346 344 344 342 342 340 340 338 338 336 336 SECTION AA SCALE: 1" = 50' HORIZONTAL 1" - 5' VERTICAL 3' 4Y 3' �-- SUMP DETAIL SCALE 1"=10' CONSTRUCTION NOTES (CONT'D): I ( 1 0.020 AC -FT 13 CONNECT TO EXISTING WATER MAIN AND EXTEND WATERLINE TO i C=0.95 RIGHT OF WAY FOR ONSITE CONNECTION PER APPROVED WATER PLAN. jSHEO I VOLUME REQUIRED: 0.15xO.95xO.14= 0.020 AC -FT 14 k VOLUME PROVIDED: 0.020 AC -FT 15 TRAFFIC SIGNAL MODIFICATION TO BE PART OF CITY OF BAKERSFIELD 12x48=(57643560)x1.5'= 0.020 AC -FT PANAMA LANE WIDENING PROJECT. SEE SEPARATE PLANS. 16 INSTALL 2-4" SCHEDULE 40 PVC SLEEVES UNDER THE ROAD BED SUMP DEPTH: 1.5' - NO FENCE REQUIRED AND MARK CURB AND MEDIAN CURB WITH A CHISELED "C." 17 PROVIDE MEDIAN HARDSCAPE/LANDSCAPE AND MOW RAMP PER C.O.B STD L-12 INVERT INVERT 18* ONSITE 19 SAWCUT EXISTING PAVEMENT 1' BACK FROM PROPOSED EDGE OF MEDIAN CURB OR AS DIRECTED BY CITY ENGINEER. GRAIN Z�Z 0 Z NW Nrd Z NN vTnj O g I sTaLL .7t LF OFT ' ---IRCJ-Rce ®- 0.18X I SECTION AA SCALE: 1" = 50' HORIZONTAL 1" - 5' VERTICAL 3' 4Y 3' �-- Know what's beim. Cali before you dig. SUMP DETAIL SCALE 1"=10' CONSTRUCTION NOTES (CONT'D): REQUIRED VOLUME: 0.020 AC -FT 13 CONNECT TO EXISTING WATER MAIN AND EXTEND WATERLINE TO AREA: 0.14 AC & C=0.95 RIGHT OF WAY FOR ONSITE CONNECTION PER APPROVED WATER PLAN. VOLUME REQUIRED: 0.15xO.95xO.14= 0.020 AC -FT 14 EXISTING STRAIN POLE TO REMAIN VOLUME PROVIDED: 0.020 AC -FT 15 TRAFFIC SIGNAL MODIFICATION TO BE PART OF CITY OF BAKERSFIELD 12x48=(57643560)x1.5'= 0.020 AC -FT PANAMA LANE WIDENING PROJECT. SEE SEPARATE PLANS. 16 INSTALL 2-4" SCHEDULE 40 PVC SLEEVES UNDER THE ROAD BED SUMP DEPTH: 1.5' - NO FENCE REQUIRED AND MARK CURB AND MEDIAN CURB WITH A CHISELED "C." 17 PROVIDE MEDIAN HARDSCAPE/LANDSCAPE AND MOW RAMP PER C.O.B STD L-12 18 INSTALL. TYPE "M' MEDIAN CURB PER C.O.B. STD. ST -2 19 SAWCUT EXISTING PAVEMENT 1' BACK FROM PROPOSED EDGE OF MEDIAN CURB OR AS DIRECTED BY CITY ENGINEER. Know what's beim. Cali before you dig. I 7IRACT ININS 56145 I d 11 M. BK 43, Pa M 4 IG 40?o 46+81.39 CL �I Iu 48fi9 RT. -' zm 49.22 HE, 46+96.39L 47101.39 Cl. 47+31.39 CL 49 91 RT. 50.75 RE 56.25 BE 47+36.39 C.L. 47+&1.39 CL 47+46.39 C L 47+51.39 C.I_ 57.09 RT. 57.78 BE 5&31 OF 56.69 RT CJ � 58.92 HE z+ 59.00 RT w+ 20% �ymy� yy,yy PROPOSED MEDIAN ca -. _ i -i I sM -- ei r e} N 965x42" W I 7IRACT ININS 56145 I PHASE 9N5 M. BK 43, Pa M 4 ELEC. HI t S UU OFFSET FROM ¢ DIVA' 46+76.39 CL IG 40?o 46+81.39 CL zcsm--- 46+86.39 C.L. 48fi9 RT. -' zm 49.22 HE, 46+96.39L 47101.39 Cl. 47+31.39 CL 49 91 RT. 50.75 RE 56.25 BE 47+36.39 C.L. 47+&1.39 CL 47+46.39 C L 47+51.39 C.I_ 57.09 RT. 57.78 BE 5&31 OF 56.69 RT 47+56.39 CL 58.92 HE 47+61.39 C.L. 59.00 RT 346 20% �ymy� yy,yy PROPOSED MEDIAN ca -. _ i -i T�- z CURB_ m " - -- ei r e} N 965x42" W NOT A PART ® f R - 342 f C.G.B. $TD ST -5 U m ;6 a i<E , u -- _-12 42 LF S 881, E _ 18 OR AIN U I 79406 LE 18" DRAIN' - a NI 9 30.00 x'""484+00 '49tQQ - 50+00 S885r42"E. -- BEHISIGNAL ND OX - c t I �Di RELOCATE DURING c TRAFFICND SIDEWALK C5 12 987CAT - - "7ooc 4�t- TAPER DATA NO. 2 IS STATION OFFSET FROM ¢ 46+71.39 CL. VISOR At 46+76.39 CL 48.08 RT. 46+81.39 CL 48.31 RL 46+86.39 C.L. 48fi9 RT. -' 46+91.39 CJ_ 49.22 HE, 46+96.39L 47101.39 Cl. 47+31.39 CL 49 91 RT. 50.75 RE 56.25 BE 47+36.39 C.L. 47+&1.39 CL 47+46.39 C L 47+51.39 C.I_ 57.09 RT. 57.78 BE 5&31 OF 56.69 RT 47+56.39 CL 58.92 HE 47+61.39 C.L. 59.00 RT i... mui �K -._• . ,r g, 4 � I! 8+8) CONSTRUCTION UNITS Mew ,� v F7; I 1 `V PI-^ �I�FINAL MAAL P 't STA. 4937.18 C.L. 89.00 AS " 1 m 1 m 11 Io II Ci w I PARCEi i a Ci ren uw ! m� I( u+iT PARCEL MAP NO. 1177 N cT 1 1+EST. TRACT Na. 7395 < �� 1 � I PM. 7 4m 5 mm+ =.rl arv-� 1 6 a++ I 7 wnn w�% i K 4 i yr m 2S a m`A Ij w •r v o - -t-..-.,, u Mv�iz E5.¢d 1 *[d ao I((iV 60 1 i uwi I u mu" -'r g ++ Iil1 CARIBOUS PATCH DRIVE PANAMA LANE (SEE SEPARATE PLANS) (STA. 45+00.00 C.L. TO 50-1-00.00 Cl.) SCALE: 1" = 50' HORIZONTAL 366 -_ 366 P � � u. mo y ui 364 tii ww m> w s w� a 362- L, -- w v mm J Ri �n 360 ILI en er m z o SISTER GRADE AT 356 T - XRNTERURE - 356 s 4.2Q% S=-0.25%© P SPd7TN FLOWU E -.. m ,"'n � iEXIST NO IN FL6MINE 1 r0 354 i f _ I C L w I-� 352 Sp 350 I INVERT 1a° w'-. -) - -- - ------ ---- - ' DRAIN cy 348 i - - I 4 W"A 344 « m*R 342- w 340 INSTALL TIMOR_ OF 1W U 18%RCP 338- +00 46+00 47+00 48+00 49+00 50+00 514 (STA. 45+00.00 C.L. TO 50+00.00 C.I SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL EASEMENT LEGEND: O r 1 E X 020 X: .X r,. KERNA2 30' WIDE COUNTY OF BOARDEASEMENT BY ORDER OF THE OF SUPERSTRONG OF KERN COUNTY PER VOL 1, PC 27 BE VOLI 5, ING 579 OF THE MINUTE BOOKS 1 WIDE CITY OF BAKERSFIELD STREET 3 RIGHT-OF-WAY DEDICANOM PER D 0211027371 EYE. R/w q PANAMA LANE SIR PA LS. LOT I 54-64',. I TRACT 730 4 5 I 1 (NOT A PART) - V- 28 X 2' 2�, -. 1, a � NOT A PART m �I S 11 PROPOSED CURB 3 20% "i1.- _ _..._ _--_-_ "'T & GlIT1ER 29� M ------------ E%ISBNG SIDEWALK J TO REMAIN SECTION - PANAMA LANE / A D7s 4C.L 11 ACC. BASE N.T.S. 4 1.30' COMPA£lE!) O.G. 1C TI: 9 R -VALUE: 55 95% RELATNE DENSITY 3 I z NOT A PART is w i 18 3 ___ EMSTING SIDEWALK J '- - - --- _ TO REMAIN IE PANAMA LANE R/w PFI. 1 00' 1 1 It I JOR 8 i 1 8 OR 18 AND 19 SCE PLAN BE PLAN -- -- _.- -- SECTION - PANAMA LANE F3 360 APPIWEMMfiTE { 360 FINISHED GRAND TU 9 R -VALUE: 55 358 AT DRAIN UNE 358 SIPV.' 356 1 �I®. .1 tr ABBREVIATIONS 1 tr •r 11 i... mui �K -._• . ,r g, 4 � I! 8+8) CONSTRUCTION UNITS Mew ,� v F7; I 1 `V PI-^ �I�FINAL MAAL P 't STA. 4937.18 C.L. 89.00 AS " 1 m 1 m 11 Io II Ci w I PARCEi i a Ci ren uw ! m� I( u+iT PARCEL MAP NO. 1177 N cT 1 1+EST. TRACT Na. 7395 < �� 1 � I PM. 7 4m 5 mm+ =.rl arv-� 1 6 a++ I 7 wnn w�% i K 4 i yr m 2S a m`A Ij w •r v o - -t-..-.,, u Mv�iz E5.¢d 1 *[d ao I((iV 60 1 i uwi I u mu" -'r g ++ Iil1 CARIBOUS PATCH DRIVE PANAMA LANE (SEE SEPARATE PLANS) (STA. 45+00.00 C.L. TO 50-1-00.00 Cl.) SCALE: 1" = 50' HORIZONTAL 366 -_ 366 P � � u. mo y ui 364 tii ww m> w s w� a 362- L, -- w v mm J Ri �n 360 ILI en er m z o SISTER GRADE AT 356 T - XRNTERURE - 356 s 4.2Q% S=-0.25%© P SPd7TN FLOWU E -.. m ,"'n � iEXIST NO IN FL6MINE 1 r0 354 i f _ I C L w I-� 352 Sp 350 I INVERT 1a° w'-. -) - -- - ------ ---- - ' DRAIN cy 348 i - - I 4 W"A 344 « m*R 342- w 340 INSTALL TIMOR_ OF 1W U 18%RCP 338- +00 46+00 47+00 48+00 49+00 50+00 514 (STA. 45+00.00 C.L. TO 50+00.00 C.I SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL EASEMENT LEGEND: O r 1 E X 020 X: .X r,. KERNA2 30' WIDE COUNTY OF BOARDEASEMENT BY ORDER OF THE OF SUPERSTRONG OF KERN COUNTY PER VOL 1, PC 27 BE VOLI 5, ING 579 OF THE MINUTE BOOKS 1 WIDE CITY OF BAKERSFIELD STREET 3 RIGHT-OF-WAY DEDICANOM PER D 0211027371 EYE. R/w q PANAMA LANE SIR PA LS. LOT I 54-64',. I TRACT 730 4 5 I 1 (NOT A PART) - V- 28 X 2' 2�, -. 1, a � NOT A PART m �I S 11 PROPOSED CURB 3 20% "i1.- _ _..._ _--_-_ "'T & GlIT1ER 29� M ------------ E%ISBNG SIDEWALK J TO REMAIN SECTION - PANAMA LANE / A D7s 4C.L 11 ACC. BASE N.T.S. 4 1.30' COMPA£lE!) O.G. 1C TI: 9 R -VALUE: 55 95% RELATNE DENSITY 3 I z NOT A PART is w i 18 3 ___ EMSTING SIDEWALK J '- - - --- _ TO REMAIN IE PANAMA LANE R/w PFI. 1 00' 1 1 It I JOR 8 i 1 8 OR 18 AND 19 SCE PLAN BE PLAN -- -- _.- -- SECTION - PANAMA LANE F3 360 APPIWEMMfiTE { 360 FINISHED GRAND TU 9 R -VALUE: 55 358 AT DRAIN UNE 358 SIPV.' 356 1 356 3541 ABBREVIATIONS mss, 354 352 1 CURVE NUMBER FOR CURVE DESCRIPTION - � 352 ,1-- 350 1 VENO M 350 DIXIE 98N LL 348 I GREG,348 i 58' T - -- --- -- - aN _.._._. ��art3 I Pk0P0SE0 CURB. T -- -- 346 20% �ymy� yy,yy 346 - 6' ¢U jj I _ 344 fIRSPF' T 344 I z 342 m+o ELOkW.1NE STATION -SEE TABU NOT A PART ® f R - 342 f C.G.B. $TD ST -5 U m W»WWW � m f- ctl GI I �w 18 AND 19 OR\_'I' 340 f 340 ( 1 SEE PUN 33$ END CURB RETURN PRG INSTALL I2 of 1a RGJ- '-- LF _-_ -- -_ 338 GP w _ -- --------- -- --- BC BEGIN CURVE PGG PANT OF COMPOUND DURVATURE CURVATURE 336 336i _._ _ ..� 336 -EXISTING S@OEWAIX----- ]0+00 EC 11+00 TO REMAIN LS LOT �1FUTURE TRACT 7305 (NOT A PART) At >< PROPOSED CURB 21� & », t - 1 `C�1 � 0,45' A.C. PAYING __C35' C.L. Y A£G. BASE 7.30' COMPACTED O.G TO - 95% O 95% RE, AT.§E DENSITY I PA LS. LOT ( FUTURE TRACT 7305 ,j (NOT A PART) SECTION CC _SECTION _- PANAMA LANE_ SCALE: 1" = 50' HORIZONTAL N.T.S. 4 T" = 5' VERTICAL BY 9 R -VALUE: 55 LEGEND: LEGEND (CONT.): LEGEND CONT.k CONSTRUCTION NOTES: ABBREVIATIONS R7-1 FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-2: 'Rt 1' - sraP 'ws 3" SIGNAL AHEAD 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 8 OR 18 AND 19 'ET FLOWLINE POVC CENTERUNE BVC � PLAN w Pk0P0SE0 CURB. T -- -- 20% & tiITIkR .--_.-_ -- ------------------- - - T SECTION CC _SECTION _- PANAMA LANE_ SCALE: 1" = 50' HORIZONTAL N.T.S. 4 T" = 5' VERTICAL BY 9 R -VALUE: 55 LEGEND: LEGEND (CONT.): LEGEND CONT.k CONSTRUCTION NOTES: ABBREVIATIONS R7-1 FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-2: 'Rt 1' - sraP 'ws 3" SIGNAL AHEAD 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB &GUTTER PER G.O.B. STO ST -1 FL CL FLOWLINE POVC CENTERUNE BVC POINT ON VERTICAL CURVE BEGIN VERTICAL CURVE "RF -2R - GOLD 'WN -2° - PEDESTRIAN CROSSING 'R6 ITEM OF WORK - SEE SCHEDULE CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER -C - ONE WAY OONGA)" END NZV ELEVATION EVC END VERTICAL CURVE R5 1' - DO NOT ENTER 'WH -I' DEAD ENO ELOkW.1NE STATION -SEE TABU C.G.B. $TD ST -5 BOB BEGIN CURB RETURN P1 POINT OF INTERSECTION 'R26(CA' - NO PARKING ANYTIME "WI4-Z" - NO OUTLEL I EXISTING CURB &GUTTER TO REMAIN BOB END CURB RETURN PRG POINT OF REVERSEDROARIPARE 'R3 5R - RIGHT TURN ONLY 'W4 7P" - ARROW BC BEGIN CURVE PGG PANT OF COMPOUND DURVATURE CURVATURE RSI -7' -KEEP RIGHT "W4 -J' - TRRD TRADER; MERGE LEFT SFCTIiRf DESIGNATION, CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED EC END CURVE TO TOP OF CURB °R3 -7R - RIGHT LANE MUST RI -l' - CURVE ARROW SECTION LEITER � STANDARD PLAN R.S.P. A8BA-CASE "A" PNC PONT OF INTERSECTION TP TO' OF PAVEMENT TURN RIGHT-R8XCAT - BIKE LANE OF VERTICAL CURVE PC FINISH CONCRETE T a STORM DRAIN - REFER TO SEWER & STORM BRAIN PLANS A J1 a=1 SAWCUT EXISTING E.P. 2' BACK FROM LIP OF GUTTER OR AS P.O.C. POINT ON CURVE R/'W RIGHT-OF-WAY_ _ DIRECTED BY CITY ENGINEER. P/L PROPERTY LINE A.P. ANGLE POINT STORM DRAIN MANHOLE - SHEET WHERE SECTION IS SHOWN E.P. EDGE OF PAVEMENT C/O CURB AND GUTTER REFER To SEWER & STORM DRAIN PLANS FUTURE IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE PLAN F.O.C. FACE OF CURB F.G. PUNCHED GRADE ' CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER N C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.? EXISTING IRRIGATION WELL AND EQUIPMENT TO BE RELOCATED BY OTHERS @1` FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. ®. S SEWER - REFER TO SEWER & STORM DRAIN PLANS 1, SEE SEPARATE PLAN FOR OFFSITE SEWER IMPROVEMENTS ,g„ EXISTING SURVEY MONUMENT 2 PANAMA LANE - PAVEMENT TO BE 0.45' TYPE "B" A.C. S CONSTRUCT TYPE "M-7" MEDIAN CURB PER C.O.B STD, ST ­2. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. OVER 0.75' AGGREGATE BASE OVER 1.30' COMPACTED O.G. TO -¢-- FURNISH &INSTALL STREET SIGN PER C.O.B. sib. 7-t S BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. CONSTRUCT WATERLINE PER SEPARATE WATER PLANS + FURNISH & INSTALL METRO STREET SIGN PER G.O.B. STD. T-1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 3. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS 'LEO' .. m .. TRACT BOUNDARY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1® ONE-WAY MEDIAN OPENING TO INCLUDE SIGNAGE PER C.O.B. STD T-15. FURNISH &INSTALL STREET uCNT-9541 WHEN TYPE PER C4.B, SID, ST -23. UNIT BOUNDARY �_- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCTION LIMITS T1 FUTURE TYPE `N t" MEDAN CURB ---x x-- PROPOSED FENCE 12 RELOCATE OR REMOVE TRAFFIC SIGNS - SEE STRIPING PLAN x rt EXISTING FENCE 1.30' COMPACTED 0,£, TO 115% RELATIVE• DENS!TY O ; ■N ►Q s, CONNECT TO EXISTING WATER MAIN AND EXTEND WATERUNE TO RIGHT OF WAY FOR ONSITE CONNECTION 4�� EXISTING STRAIN POLE TO REMAIN TRAFFIC SIGNAL MODIFICA11ON TO BE PART OF CITY OF SCHEDULEPANAMA LANE WIDENING PROJECT. SEE SEPARATE PLANS, I INSTALL 2-4" ! MARK CURB AND MEDIAN CURB WITH A CHISELED HARDSCAPE/LANDSCAPE AND MOW RAMP INSTALL TYPE V MEDIAN CURB PER C.O.B. STD. ST -2. .! OS MEDIAN DIRECTED Is' AC. uANING C._ II AGO. BASE ® INSTALL TYPE IMP, VARIES I� MEDIAN CURB AFTER 0-4' AFTER AC. LAYER z O tYPE 'M1" 1.5% 70 2% MEDIAN CURB VAR1E"LS A.C. OVERLAY_ -_PLANE t51 (0.15 MIN)__.__ EXISTING PAVEMENT SECTION TO REMAIN INSTALL TYPE "M1' MEDIAN CURB ON EX, A.G. PAVEMENT. PERFORM COLD PLANE AND A.C. OVERLAY PROCEDURES. (3 TACK ON NEW AT MEDIAN CURB ON TOP OF NEW A.C. OVERLAY. DETAIL "B" BB SCALE NONE 4 aTRACT No, 5845 PHASE A a say-' $� J W V _ v+8J31._ ae3,$ i3 xy cJir'- nXE- w+ ® wovmi wN i w Em 02 X. DETAIL 22 29 21 lry '�')-n.�,_®® !Iasi mu' -i 2D. _ `d�'nK a z ® w .__. _ 34+00 EX. DETAIL 9 35+00 21 30+00 23 DETAIL 3923 ti -f--®__'�.,-"__t�s:. .__ E#. RE(AIL 3 21 - - µ '37±00 DETAR 9 38100..�� �" .�.._ . EX. DETAIL 278 .......�2t m ---. '_ DETAIL S« _ .,... 39+IXt ,.,,, 20 STRMING GROWN AS PART OF v-.. B7 _. _ _ �- � , // .. _ < _ ,r ,! !r_ CITY OF BAKERSFELD PANAMA 1 B4 WIDENING PROJECT COtlTRACTOR ___ ;'DEAN REMOVAL DETAIL 27€3 23 2O PRE/ EXISTING FIELD CONDITIONS I as ', STA 36+98.23 C.L 23.28 OF B2 DETAIL 39 E OF CONSTRUCTION AND NOTIFY ENGINEER IF DIFFER NI I<- 7-9 PROPOSER CURB IF GUTTER r`.— , v EX. DETAIL 9-.. -.. c" 20 TI 0 .SAKE D .CI =i FUTURE CURD & GUTTER'6 { �... 11( %PIR I �� q `; ///', r$ _ -- -- - ... -.EXISTING RIGHT OF WAY J ,u N, Ghe 2/' FIC ' l R . l DETAIL 9 TRACT 140. II $ II L5 g I tS Portion of ii m m 11 WAY PARCEL 7 'r a* i 8 a PER 777LERE r ;; P< I 7 i 10 -s LOT ii ii t m W I sa f P.M.W. No. 06-1654 24 ✓ 9 ""`^^^-•..,�„-� 24 "”""��^.� aw 24 t/Y' �e Q � g9_ 02 OR AC, RELIANCE DRIVE + PANAMA LANE \ (SEE SEPARATE PLANS) - au w � 'G. (STA. 36+38.27 C.L. TO 45+00.00 C1.) \ FL F SCALE: 1" = 50' HORIZONTAL I u I I I $m I J ,u o ❑] DETAIL 9 TRACT 140. m J MPHASE g �a II III N 1 M. BK 43 118 m 11 WAY (SEE SEPARATE Y 29 r # .270 ho; DETAIL 39 _ 23 !� 20 _. G• r _._ -NhT,. p DETAIL 39 ` _. ... � l 2 m. W DETAIL 38 e oc`n� 24 ✓ 9 ""`^^^-•..,�„-� 24 "”""��^.� aw 24 t/Y' �e Q � g9_ -----__ ._____ Ov + \ X71 24 - au I u I I I $m I J ,u o DETAIL 9 u r II m _ _ �a II III 1 m PENROSE PONT WAY (SEE SEPARATE IX DETAIL 9 I u i INTERSECTION M J I _l Yd�1ili, rte.... o DETAIL 9 u r II rsi _ �m �a II III 1 m PENROSE PONT WAY (SEE SEPARATE IX DETAIL 9 29 r # .270 ho; DETAIL 39 _ 23 !� 20 _. G• r _._ -NhT,. p DETAIL 39 ` _. ... � l 2 EA6.-, W DETAIL 38 e oc`n� 24 ✓ 9 ""`^^^-•..,�„-� 24 "”""��^.� aw 24 t/Y' �e Q � \ X71 24 - _ w � 'G. \ FL F N I 1 I J I V P 1 i lur I PARCEL MAP No. tr/M 5 �i I I 'b ' I n 1 P.M. EEK 59, PG 74 I i 6 7 z Awa Ig {i f V P a �ii�Iµ.-+� CIA P_ AD i w LEE MICa a O a EL ED ijwy 1 w z � nAEG HI LIKE a CATI NS PATCH DRIVE C PANAMA LANE (SEE SEPARATE PLANS) x Mc LL (STA. 45+00.00 C.L, TO 50+00.00 C,L,) SCALE: 1". = 50' HORIZONTA.. i INTERSECTION J II t 0 NTA STA. +4+7X.27 C.L. PANAMA LANE CNT o STA, 10-x00.00 C.L POWDERHORN STREET CAT u r II rsi ( ' w �a II III 1 m PENROSE PONT WAY (SEE SEPARATE PLANS) m O 0 I- p aJ W p it 1 and Da EA6.-, W oc`n� aw m �e Q � u � w � 'G. \ MEDIANOPLAING TO INCLUDE PER =11. SM f REMOVE EXISTING SIGNS. STRIPES MARKINGS TO REMAIN. PONT 10 i f r UNIT LINESAND/OR CROSSWALK LINES USING THERMOPLASTIC PANT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2015 EDITIOW NEW PAVEMENT MARKINGS - SEE LEGEND FURNISH AND INSTALL TRAFFIC wr PER SHOWN ON ARROW,PLAN PER CURRENT M.U.T.C.D. STANDARDS 19 PAINT MEDIAN NOSE YELLOW CALTRANS TYPE IV APPLICABLE,AS 1X PER CALTRANS STANDARD PLAN A2+A fCALMANS TYPE I ARROW. RIGHT APPLICABLEAS TO BE PAINTED. CALTRANS STANDARD AS xCALTRANS TYPE MI ARROW, LEFT OR RIGHT 4 D E' CALTRANS STANDARD CALTRANS BIKE LANE SYMBOL WITH PERSON i BIKE LANE ARROW, M BE PAINTEDPER CALTRANS STANDARD PLAN A24A. 'STOPF' MARKING PER CAL -TRANS STANDARD PLO -,W] EXISTING STRIPES AND MARKINGS TO BE REMOVED NOTE SE CALTRANS TRAFFIC MANUAL FOR DETAILS All. PAMEMENT 14GS TO BE STANDARDLASDC PAINT PER CALTRANS SPECIFICATIONS , 84, 2015 EDITION. ALL PERMANENT STRIPING TO BE PAINT PER CALTRANS STAMM SPECIFICATIONS iy J iy CQ I l i w 1 I � 3 s 1 r 3 II L E J II t U 4 u r II rsi ( ' �a II III 1 m PENROSE PONT WAY (SEE SEPARATE PLANS) MEDIANOPLAING TO INCLUDE PER =11. SM f REMOVE EXISTING SIGNS. STRIPES MARKINGS TO REMAIN. PONT 10 i f r UNIT LINESAND/OR CROSSWALK LINES USING THERMOPLASTIC PANT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2015 EDITIOW NEW PAVEMENT MARKINGS - SEE LEGEND FURNISH AND INSTALL TRAFFIC wr PER SHOWN ON ARROW,PLAN PER CURRENT M.U.T.C.D. STANDARDS 19 PAINT MEDIAN NOSE YELLOW CALTRANS TYPE IV APPLICABLE,AS 1X PER CALTRANS STANDARD PLAN A2+A fCALMANS TYPE I ARROW. RIGHT APPLICABLEAS TO BE PAINTED. CALTRANS STANDARD AS xCALTRANS TYPE MI ARROW, LEFT OR RIGHT 4 D E' CALTRANS STANDARD CALTRANS BIKE LANE SYMBOL WITH PERSON i BIKE LANE ARROW, M BE PAINTEDPER CALTRANS STANDARD PLAN A24A. 'STOPF' MARKING PER CAL -TRANS STANDARD PLO -,W] EXISTING STRIPES AND MARKINGS TO BE REMOVED NOTE SE CALTRANS TRAFFIC MANUAL FOR DETAILS All. PAMEMENT 14GS TO BE STANDARDLASDC PAINT PER CALTRANS SPECIFICATIONS , 84, 2015 EDITION. ALL PERMANENT STRIPING TO BE PAINT PER CALTRANS STAMM SPECIFICATIONS iy J iy CQ I l i w 1 I � 3 s 1 r 3 II L E 4 Y m m � I m O 0 I- p Z I q Da EA6.-, W oc`n� aw m �e Q � 1'T7531H .� � 'G. \ FL F N I 1 I a 0 I IN lur I I I n HIM {i f V a ..3 CL CIA P_ AD i w LEE MICa a O a EL ED a w z � nAEG HI LIKE a � C 4 END F^" x Mc LL f a U. �I f ti