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HomeMy WebLinkAbout6.1-1695A.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, ."AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM. MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE 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. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE." OF 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 WITH 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 PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN_ WHERE NEW -ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. AND HAND RAKED, IF NECESSARY, AND COMPACTED To FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF 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. 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 CONCRE -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DRTE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROPOP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY MS BEFORE THE LANES AREKRAFT PAPER, OR APPROVED BONDFORBREA ER, MAY BE PLACED UNDERENED THE CONFORMS TO FATo PUBLIC TRAFFIC. LITATE THE REMOVAL OF TR'HE CONFORMS WiEN PAVING OPERATIONS RESUME. 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. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFlED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION, IF ANY SUCCESSIVE TEST CCRETE REPRESENTED BY THATR NOTICE IS rLOT SHALL BER MOVED AND REPLACED WITH ATERIVEN DOES NOT MEET THE SPECIFIED RANGE, THE AIAALALT THATMEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 9OX OR MORE THAN 96% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT CE AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE UMITS OF GRINDING ARE NORMAL T0, THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING 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 THE FOG SEAL COATHALL BE SHALLL BEPPLIED TO ALL EITHER REJUVENATING AGENT CR ARRFACES AT THE SPHALTIC EMULSION AS DIRECTED T14E ENGINEER. 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: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT--OF-WAY. UNLESS SECURE BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND SATE OF CA., DEPT: OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -10, ST -11, ST -12, ST -13, ST -17 ST -22, S7--23, ST --24, T-1, T-2, T-3 3. PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.40' TYPE "A" A.C. OVER 1.25' AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STANDARD. OLD RIVER ROAD (ARTERIAL) - PAVEMENT TO BE 0.40' TYPE "A" A.C. OVER 1.20' AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STANDARD. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -22. OO TO BE INSTALLED OO EXISTING 5. T INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. 7-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -A- INSTALL LED STREET LIGHTS AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: A. HOLOLPHANE LVUI SERIES B. LEO TEK GCI SERIES C. CREE XSP SERIES 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STD. ST -1 PER PLAN. 7. INSTALL 5.5' SIDEWALK CONI ALL STREETS UNLESS OTHERWISE NOTED. & SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 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. INSTALL HANDICAP RAMPS PER C.Q.B. STD. ST -10. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS PROOF NUT ASSEMBLY EQUAL. ROADSIDE SIGNS INSTALLED PERASM. T-119 SHALL BE LOCATED NDAL WITHIN SIDEWALK 6" FROM BACK. 14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, 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. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 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 PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE ,BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 9596 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE Willi ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET TY REQUIREMENTS ANDADE I STANDARD SPSPECIFICATIONS.. DANCE WITH THE COSUBGRADE SHALL TRACT PLANS, I BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% 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. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY OCCUPANSITE CY AT ALL TIMES. FOCY OFTHE SITE, CONTRACTOR ISR REQUIRED TO COTHE DRATION OF MPLY WITH THE PROVISIONS OF SAID PLAN. 18. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT' (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009- 0009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006 -DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGER IDEN11FICA71ON (WDID) NO. 5F15C372729 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 19. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. BASIS OF BEAR NGS THE BEARING OF N. 89'06'48" W. SHOWMAN FOR THE NORTH UNE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) INDEX OF SHEETS SNS nU L COVER SHEET 2• STORM DRAIN NOTES 3. PANAMA LANE LF STA. 29+88.94 C.L. TO STA. 36+29.77 C.L. 4. OLD RIVER ROAD I i STA. 10+00.00, C.L. TO STA. 16+24.70, C.L. 5. PANAMA LANE AND OLD RIVER ROAD HANDICAP RAMP STRIPING PLAN VICKI TY MAP N.T.S. 0 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA OFFSITE STREET IMPROVEMENT AND STORM DRAIN PLANS 9700 PANAMA LANE BAKERSFIELD, CALIFORNIA 7.-A1kE-----SHEETS 3 & 5 KEY ' 1 MAP , SCALE: i t i I + i LIST OF MATERIALS ITEM 4,: QTY, A.C. PA\ANG CLASS II AGG. BASE TONS i SUBGRADE PREPARATION CUYD CUYD 3782 1513 6" CURB ONLY LF 63 � LF I i SIDEWALK S F 4270 HANDICAP RAMP EF 7 CROSS GUTTER SF 548 548 SAW CUT LINE LF 516 STOP SIGN EA 3 LED 100 WATT STREET LIGHT EA 1 STRIPING DETAIL 27B LF 283 STRIPING DETAIL 38 LF 130 STRIPING DETAIN. 38A(T) LF 551 z W m 18" STORM DRAIN LINE LF i'n STORM DRAIN MANHOLE EA 3 3.5' WIDE TYPE A CATCH BASIN EA 4 O LL STREE LENGTH =:±�1266 o LLj I � rt 7.-A1kE-----SHEETS 3 & 5 KEY ' 1 MAP , SCALE: i t i I + i LIST OF MATERIALS ITEM UNIT QTY, A.C. PA\ANG CLASS II AGG. BASE TONS 2665 SUBGRADE PREPARATION CUYD CUYD 3782 1513 6" CURB ONLY LF 63 6" CURB AND GUTTER LF 1169 SIDEWALK S F 4270 HANDICAP RAMP EF 7 CROSS GUTTER SF 548 548 SAW CUT LINE LF 516 STOP SIGN EA 3 LED 100 WATT STREET LIGHT EA 1 STRIPING DETAIL 27B LF 283 STRIPING DETAIL 38 LF 130 STRIPING DETAIN. 38A(T) LF 551 z W m 18" STORM DRAIN LINE LF 766 STORM DRAIN MANHOLE EA 3 3.5' WIDE TYPE A CATCH BASIN EA 4 O LL STREE LENGTH =:±�1266 S.P.R. NO. 14- 0334 NOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3• ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 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. APPROVED By`__fOGER A. McIN EXP. 6-30-16 ia APPROVED�Y: REVIEWED BY. REVIEWED BY: FIDLER R.C.E. 33,322 PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-16 • �. rUDL,I, YWCIKKJ UIKECTOR TRAFFIC ENGINEER g,Z-0~(5 DATE III DATE g� 7 -0"W11 mv:101 i Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CITY RECORDS NO.: N Qi Z I F � W W T Z <a V rn 3 :5 coo z c Q a v0 Z u- Lu Lu a� 5 m0co W a co ..,1 > Z so cLU cc C:) co N aw0 z W m Z F - a� m m W "fid O F- d Z I F � W W T Z <a V wo aoz p wcc Lu Lu W 5 m0co W a o-0) ..,1 > Z so cLU cc o aw0 z W o Z F - a� w W "fid O F- O LL LL o d I F � W W T wo d GI►Fpr, 7� ,4 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 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL. 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. CROSSING UTILITIES SHALL BE DAYLIGHTED 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 THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURE BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-9, D-11, D-12, D-14, D-17 ST -1, ST -3, ST -10, ST -11, ST -12, ST -13, ST -22, ST -23, ST -24 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 WITH THE I ' CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM 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 INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON' NEW PIPELINES; CUT -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 1, 11, AND III 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 BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, 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, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING (SEWER). REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER 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 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED O-RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP 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 .(P_AR• 1•C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPR MIN.) ELONGATION AT BREAK 200% MIN, 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 #5 (WITH 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 -FAM) 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 LINEAR 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) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 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 77' F t5 (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(1.8) 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 SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT {LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5%** 1%** 1% 0.1% 0.1% 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. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0,065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING 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 LINING 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 LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, 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 LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED 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 LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 11 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 TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING 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. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED 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 HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. _ kLL HANDLING OPERATION SHALL BE DONE NTH 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 -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE, ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. I.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED 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 LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE 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 LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -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). TYPE 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 LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING 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 VELD 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 LINING 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 (150 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 LINING 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 TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER 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. 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, 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 WITH SECTION 7-2.03(1.E). EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE YIELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER 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. LINER 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 LINER 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 "D'. 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 PULLING 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 % (57.) 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 OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL TF'E MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED., PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD ST -12, 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 6 THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS RE 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, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE 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. 9, TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, CURRENT EDITION. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -12. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN - GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. . BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING 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 CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE 'OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL 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 AS SHOWN ON CITY OF BAKERSFIELD STANDARD ST -12 AS MODIFIED ON THE CONTRACT PLANS, ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (957.) 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. 10. SEWER PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. 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, HAULING, 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. 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. 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 CURRENT EDITION, "STANDARD SPECIFICATIONS" FOR PUBLIC 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 LINES 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 LINES 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 MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER 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 BE 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 OF 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 SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, 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 VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE 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 LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT-OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 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 SW -4, SW -6, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -5. 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. 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 GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "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, HAULING, 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 STORM DRAIN 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. 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 BEING 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 CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 16. BORED/JACKED PIPE 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 PIPELINE 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 PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE 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. 17. MINOR STRUCTURES 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 SW -4 AND SW -6. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD SW -3. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, 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. 18. ADJUST SURVEY MONUMENT ENCASEMENTS 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 WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD ST -22. 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 PUBLIC 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. is DIG ALERT Call: TOLL FREE �—soo-22�—zsoo AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA INAIII I • �. TAPER DATA NO. O q STATION OFFSET FROM f 33+88.58, 64.00LT. we r, 63.89LT. 33+98.58, 63.69LT. 34+03.58, 63.38LT. 34+08.58, 62.85LT. 34+13.58, 62.23LT. 34+18.58, 61.50LT. 34+48.58, 56.50LT. 34+53.58, 55.77LT. 34+58.58, 55.15LT. 34+63.58, 54.62LT. 34+68.58, 54.31 LT. 34+73.58, 54.11 LT. 34+78.58, 54.00LT. 33+44.77, 8.22LT. 33+49.77, 8.69LT. 33+54.77, 8.84LT. 33+59.77, 9.00LT. i r M V w 02 V - � rAad '+�t.=O 2.94' 94 m c~n ra d cn � �' zn 4i 14--. Ai a rn tQ►Q- v> r-�n 1 tic - 180'00'00" z - - - SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: O HOLOLPHANE LVUI SERIES; 7O EXISTING "CROSSING BUTTOM" TO BE RELUTED. LEO TEK GCI SERIES; PROPOSED EDGE OF PAVEMENT O CREE XSP SERIES OR APPROVED EQUAL. ® EXISTING GAS LINE MARKER TO BE REMOVD OR RELOCATED - - - i - -- - - - PROJECT BOUNDARY 3 � � BY OTHERS. ---------- RIGHT-OF-WAY ## FUTURE MEDIAN STATIONING 9O EXISTING TRAFFIC SPEED SIGN TO BE RELOCATED. IC - FURNISH A INSTALL INTERCONNECT CONN I SUMP BOTTOM 1 TR3 7R5 T_s SECTION DESIGNATION: 10 EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. I , FURNISH & INSTALL SPLICE BOX FOR INIERCONKCT �cp 1' 1 / h 16.42 10=140. 3 1/2 SIZE TR540. 5 SIZE TR64a 6 SIZE SECTION LETTER 11 REMOVED EXISTING A.C. PAVEMENT AND A.C. CURB. FURNISH k INSTALL TRAFFIC SM PER C.O.B. STD. T-19: 'R1-1' - STOP - - A 2 1 © CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENINGS 'R4-7" - KEEP RIGHT -J3 jW , I MERE,- SHEET MERE SECTION IS SHOWN I I • �. TAPER DATA NO. O q STATION OFFSET FROM f 33+88.58, 64.00LT. 33+93.58, 63.89LT. 33+98.58, 63.69LT. 34+03.58, 63.38LT. 34+08.58, 62.85LT. 34+13.58, 62.23LT. 34+18.58, 61.50LT. 34+48.58, 56.50LT. 34+53.58, 55.77LT. 34+58.58, 55.15LT. 34+63.58, 54.62LT. 34+68.58, 54.31 LT. 34+73.58, 54.11 LT. 34+78.58, 54.00LT. TAPER DATA NO. CE STATION OFFSET FROM CE 29+35.83, 7.32RT. 29+40.83, 7.23RT. 29+45.83, 6.97RT. 29+50.83, 6.54RT. 29+55.83, 5.94RT. 29+60.83, 5.16RT 29+65.83, 4.21 RT. 29+95.83, 2.01LT. 30+00.83, 2.95LT. 30+05.83, 3.73LT. 30+10.83, 4.34LT. 30+15.83, 4.77LT. 30+20.83, 5.03LT. 30+25.83, 5.11LT. TAPER DATA N0. Q STATION OFFSET FROM 32+39.77, 11.00RT. 32+44.77, 10.85RT 32+49.77, 10.69RT. 32+54.77, 10.22RT. 32+59.77, 9.75RT. 32+64.77, 8.97RT. 32+69.77, 8.19RT. 32+74.77, 7.09RT. 32+79.77, 6.00RT. 33+19.77, 4.00LT. 33+24.77, 5.1OLT. 33+29.77, 6.19LT. 33+34.77, 6.97LT. 33+39.77, 7.75LT. 33+44.77, 8.22LT. 33+49.77, 8.69LT. 33+54.77, 8.84LT. 33+59.77, 9.00LT. LINE -SEE OF S1E iO o z -I SEWER DETAILS z C3 LA: i I ►•i X ? :E %AM RI TUN fK%MW SEE SHEET 4 ONSITE PROJECT } SEE SEPARATE i> GRADING PLAN , j' +ice "�. 1 EX, GAS 1 t a - , 3 T PI11 ' co -j C. y l 'ap ° I! i I I I znn.om�!! 0 N �cj + I + I (j o -v -:t Ii 1-- vii a8 UM1 %�,.' �\ i' I I i I V vFi ci N LU -- -_ e{- - - - - - - - - - ---- - _--- - 3 E .r q *06 48 E 6 � 9 i �� 5314.00' I �4 1.GE FLAG ---------- GAS- -- - - 34+00 - ----- -- - � �- -:°0 2629.82' i MEDIAN 6s9.97' DUKE 4)1 L- f� ♦ ---OIL Q /-DL 8" P.G.&E. UNE ATT_MANHOLE` �___.- (C6M -7�-- "_-- 362 360 358 356 354 352 350 .. 348 346 344 340 338 336 334 332 PANAMA LAME STA. 29+88.85 C.L. TO STA. 36+29.77 C.L. SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' N O!9= tZ z _ja � UG Le M� a mo +++ (nu) 1 7 ,,�--_ W STAND, - I----.------\�\ --_- PI?E I I O i I 1 I, 4.E COR. SEC. 19, 30/27 M. OLD RIVER ROAD KCS CONC. MONT. IN L.H. PER SEE SHEET 4 KCS FILED MAP NO. 7-1 BK. 6, PG.28. � _ 1 TEMPORARY SUMP "D' SEE DETAIL THIS DRAWING , I I. j EDM I I I . � L- - ---�-J i ABBREVIATIONS FLOWLINE P.O.V.C. MEN TABLE < N RADIUS u°i°ui z i iof S Q •"'� AGRCLLTIIF#E w END CURB RETURN P.R.C. 88'57'30" Co Lo mCD LA: 20.00' �i 'x ccoo� rn m 47.40' OF Lo" �1�t`dX11*W 1 N W pp+ ppM M to 2'' 4 5 M M MM � NN-Q}L,j (APA {�01AMI I 1I i r M V w 02 V - � V '+�t.=O 2.94' 94 m c~n ra d cn � �' zn 4i 14--. Ai a rn tQ►Q- v> r-�n 1 tic - 180'00'00" z - - - SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: O HOLOLPHANE LVUI SERIES; 7O EXISTING "CROSSING BUTTOM" TO BE RELUTED. LEO TEK GCI SERIES; PROPOSED EDGE OF PAVEMENT 362 360 358 356 354 352 350 .. 348 346 344 340 338 336 334 332 PANAMA LAME STA. 29+88.85 C.L. TO STA. 36+29.77 C.L. SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' N O!9= tZ z _ja � UG Le M� a mo +++ (nu) 1 7 ,,�--_ W STAND, - I----.------\�\ --_- PI?E I I O i I 1 I, 4.E COR. SEC. 19, 30/27 M. OLD RIVER ROAD KCS CONC. MONT. IN L.H. PER SEE SHEET 4 KCS FILED MAP NO. 7-1 BK. 6, PG.28. � _ 1 TEMPORARY SUMP "D' SEE DETAIL THIS DRAWING , I I. j EDM I I I . � L- - ---�-J i ABBREVIATIONS FLOWLINE P.O.V.C. MEN TABLE 0 CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.05'19.64' END CURB RETURN P.R.C. 88'57'30" 2 20.00' 31.42' 20.00' 90#00,00, 330.00' P.I.V.C. 47.40' 30.28' 90'31'59" 4 20.00' 31.30' 19.89' 89'40'39" 5 20.00' 31.53' 20.11' 9019'23" 6 i 2.94' 10.00' 168'34'36" 7 1.00' 3.14' - 180'00'00" 8 1.00' 2.94' 10.00' 16814'36" 9 2.00' 1.70' 0.91' 48'42'50" 10 2.00' 1 tic - 180'00'00" LIGHT LUMINAIRES ARE TO BE "LED" AS SPECIFIED IN GOB. - - - SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: O HOLOLPHANE LVUI SERIES; 7O EXISTING "CROSSING BUTTOM" TO BE RELUTED. LEO TEK GCI SERIES; PROPOSED EDGE OF PAVEMENT O CREE XSP SERIES OR APPROVED EQUAL. ® EXISTING GAS LINE MARKER TO BE REMOVD OR RELOCATED - - - i - -- - - - PROJECT BOUNDARY 3 � � BY OTHERS. ---------- RIGHT-OF-WAY ## FUTURE MEDIAN STATIONING 9O EXISTING TRAFFIC SPEED SIGN TO BE RELOCATED. IC - FURNISH A INSTALL INTERCONNECT CONN I SUMP BOTTOM 1 TR3 7R5 T_s SECTION DESIGNATION: 10 EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. I , FURNISH & INSTALL SPLICE BOX FOR INIERCONKCT �cp GINST 16.42 10=140. 3 1/2 SIZE TR540. 5 SIZE TR64a 6 SIZE SECTION LETTER 11 REMOVED EXISTING A.C. PAVEMENT AND A.C. CURB. FURNISH k INSTALL TRAFFIC SM PER C.O.B. STD. T-19: 'R1-1' - STOP - - A 2 1 © CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENINGS 'R4-7" - KEEP RIGHT -J3 jW , I MERE,- SHEET MERE SECTION IS SHOWN I PER C.O.B. STD. D-14. z -it � cj oo d cd m ��n cd wM d3 LL-C4Q 00 w ODM Z MtaJ� �`�.am MLJ ,741 -moi n as IiJ m Go � NZ ;Z II i Q ce W INST LL 67.6 LF CLII RGJ-R 05. � Kim - ho min r- v. r Vv dLTVV f LEGEND: F.L. ABBREVIATIONS FLOWLINE P.O.V.C. CURVE TABLE CENTERLINE B.V.C. CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.05'19.64' END CURB RETURN P.R.C. 88'57'30" 2 20.00' 31.42' 20.00' 90#00,00, 330.00' P.I.V.C. 47.40' 30.28' 90'31'59" 4 20.00' 31.30' 19.89' 89'40'39" 5 20.00' 31.53' 20.11' 9019'23" 6 1.00' 2.94' 10.00' 168'34'36" 7 1.00' 3.14' - 180'00'00" 8 1.00' 2.94' 10.00' 16814'36" 9 2.00' 1.70' 0.91' 48'42'50" 10 2.00' 6.28' - 180'00'00" LEGEND: F.L. ABBREVIATIONS FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT EDF INIERSEC110N E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE G.B. GRADE BREAK E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT STA. 29+09.77, 7.00LT. OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE TOM. TOP OF MANHOLE PAPROPERTY LINE R/W RIGHT-OF-WAY E.P. 8)GE OF PAVEMENT M.H. MANHOLE EX. EXISTING I INV. INVERT C/G CURB & GUTTER S/W SIDEWALK IRR IRRIGATION FH FIRE HYDRANT XFL EXISTING FLOWLINE XEP EXISTING EDEGE OF PAVEMENT C.O.B. CITY OF BAKERSFIELD Q EXISTING SURVEY MONUMENT AS DESCRIBED Q FURNISH k INSTALL SURVEY MONUMENT PER C.O.B. 1 STD. ST -22 FURNISH k INSTAL_ STREET SIGN PER C.O.B. SID. T-1. - 9 FURNISH & INSTALL PUBLIC STREET LIGHT. PUBLIC STREET TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER LIGHT LUMINAIRES ARE TO BE "LED" AS SPECIFIED IN GOB. - - - SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: O HOLOLPHANE LVUI SERIES; 7O EXISTING "CROSSING BUTTOM" TO BE RELUTED. LEO TEK GCI SERIES; PROPOSED EDGE OF PAVEMENT O CREE XSP SERIES OR APPROVED EQUAL. JJt VtJ J4tUt1 MEDIAN STATIONING -PANAMA LANE REF. 140.1 DESCIIP11ON C.L. STATION 4 1 ANGLE POINT STA. 29+09.77, 7.00RT. ® BEGIN TAPER STA. 29+35.83, 7.32RT. A END TAPER STA. 30+25.83, 5.11LT. ® ANGLE POINT STA. 31+61.15, 7.57LT. A5 B.C. STA. 31+71.10, 9.77LT. A E.C. STA. 31+70.87, 11.75LT. ® ANGLE POINT STA. 29+09.77, 7.00LT. A B.C. STA 31+71.24, 10.17RT. MEDIAN STATIONING -PANAMA LANE REF. NO. DESCRIP11ON C.L. STATION ® E.C. STA. 31+71.26, &17RT. A B.C. STA. 31+81.26.8.29RT. A P.R.C. STA. 32+27.07, 1212LT. A E.C. STA. 32+2&54F 12.80LT. A ANGLE POINT STA. 32+39.77.13.00LT. A B C. STA. 35+53.77, 13.00LT. A Ec. STA. 35+53.77, 9.00LT. A BEGIN TAPER STA. 32+39.77, 11.00RT. A END TAPER STA. 33+59.77, 9.00LT. LEND (CONT.): �: } FISTING SEWER MANHOLE F-OTURE CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE. TO BE PAINTED PER CALTRANS STANDARD PLAN A24A ACOSTRUCTION O NOTES: CONSTRUCT TYPE "B" CURB &GUTTER PEE C.O.B. STD ST -1 -------- w EXISTING WATER LINE APP XIMATE FINISH GROUNDAICD CURB GUTTEI EASEMENT ® LEGEND (CON 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, P FEN EXISTING EDGE OF PAVEMENT �p itf "STOP" MARKING PER CAL -TRANS STANDARDS 2� CONSTRUCT 5.5' COMBINATION TYPE SIDEWILK PER C.O.B. STD. PLAN FOR DETAILS. AND STORM DRSEWER MAW PLAN SEWER a415 "BIKE LANE' MARKING PER CAL -TRANS STANDARDS Q CONSTRUCT HANDICAP RAMP PER C.O.B. STANDARD ST -10. s SEWER LINE -DRAIN PLAN SEE SEWER AND STORM DRAI NOS; SEE CALIRANS TRAFFIC MANUAL FOR NAILS ® SAWCUT EXISTING PAVEMENT AT CENTERLINE OR AS DIRECTED - - D STORM DRAIN UNE -SEE SEWER 1, ALL PERMANENT STRIPING & PAVEMENT MARKINGS I BY CITY ENGINEER. STANDARD ST -9. AND` RM DRAIN PLAN A.C. OVER 1.25' AGG. BASE OVER 050' COMPACTED O.G. TO BE 70 BE THONOPLAS71C PAINT PER CALTRANS STANDARD SPELiFICA101 SECTION 84, 2DIO EDRTWK5O SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, EXISTING FIBER OPTIC MARKER TO BE RELOCATED BY OTHERS. a�o PROPOSED CATCH BASIN Q CURVE NUMBER FOR I u SEWER PLAN FOR DETAILS. ��d •ISM CURVE DESCRIPTION © EXISTING TRAFFIC SIGNAL LIGHT AND SIGNL BOX TO BE 1 PROPOSED CURB & GUTTER © EASE ME]NT LEGEND TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER TO BE RELOCATED. - - - CENTERLINE O ITEM OF WORK _ SEE SCHEDULE 7O EXISTING "CROSSING BUTTOM" TO BE RELUTED. •/ All PROPOSED EDGE OF PAVEMENT O TAPER NUMBER FOR TAPER DESCRIPTION ® EXISTING GAS LINE MARKER TO BE REMOVD OR RELOCATED - - - i - -- - - - PROJECT BOUNDARY 3 � � BY OTHERS. ---------- RIGHT-OF-WAY ## FUTURE MEDIAN STATIONING 9O EXISTING TRAFFIC SPEED SIGN TO BE RELOCATED. IC - FURNISH A INSTALL INTERCONNECT CONN I SUMP BOTTOM 1 TR3 7R5 T_s SECTION DESIGNATION: 10 EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. I , FURNISH & INSTALL SPLICE BOX FOR INIERCONKCT �cp GINST 16.42 10=140. 3 1/2 SIZE TR540. 5 SIZE TR64a 6 SIZE SECTION LETTER 11 REMOVED EXISTING A.C. PAVEMENT AND A.C. CURB. FURNISH k INSTALL TRAFFIC SM PER C.O.B. STD. T-19: 'R1-1' - STOP - - A 2 1 © CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENINGS 'R4-7" - KEEP RIGHT -J3 jW , I MERE,- SHEET MERE SECTION IS SHOWN I PER C.O.B. STD. D-14. 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 37+00332 LID TO BE 1/4' STEEL PL FASTENED TO CMP WITH 3/8" RIVETS, SPOT WELD, OR TACK MELD AT 1/8 POINTS OR BETTER. PROVIDE 4 - 12"xi 6" oPEI�NGs W/' SEPARATION BETWEEN airOPENINGS VATH 1/2" DIAMETER BARS NOT MORE THAN 2" O.C. GMP RISER OUTLET STRUCTURE D SCALE: NONE 3 Al=6724 SF R /W 1 i 1' L.S. 6, 1 I 2---9° .. PROPOSED 5.5 WIDEJ SIDEWALK PROPOSED CURB - & GUTTER 354 352 350 348 346 344 342 340 F A2=4900 SF 338 A3=3364 SF - - _ _ ___ sz oo,------ 336 6' .11 3: 1; S89'06'48'E 6' 58.00' 1 334 9 .� 0 �' 332 r g TEMPORARY SUMP 8 5-4 11 06 to 0.66 AF VOL REQUIRED 7 , ( 0.68 AF VOL. PROVIDED , 330 1 3 SUMP BOTTOM 343.00 N N I 31 p�p 1 G ED M O lV $ E `i m �I S89'06'48"E 58.00 FB' I 'g 35 1 REND t8" DRAIN UNE 20`0 1 STA. 30+98.15, C.L. 1229&.T, 35 7 1 i 1 ' 18" DRAIN UNE 35 NOTE 1 NO0*53'12"E 67.64' DRAIN LMS FROM CATCH BASIN TO, TEMPORARY SUMP TO BE IiE1NOVEDi - I BEGIN 18" DRAIN UNE 34 AT TIME OF PERMANENT SUMP � I STA. 30+9815, G L 55.35LT. CONSTRUCTION 1 I -_-_-_ ---_-_--_-j -1 -- - -- 346 - CU11$'& GUTTER - - - - - 344 -- --=- - ------------------- '^ ------------------------342 SLIP CALCULATION 340 VOLUME REQUIRED: VOLUME PROVIDED: DRAINAGE AREA = 205,603 SF = Al+3 A2 +A3 x 6' (depth) /43560 sf 338 VOLUME : 0.15 X 0.93 x 205603 SF 6724+3(4900}+3364 4&%0 SF = - 5 x 6 (depth) / 43560 sf 336 VOLUME REQUIRED- 066 AC FT VOLUME PROVIDED = 0.683 AC FT 334 DETAIL "D" D SCALE: 1 "=3O' 332 330 VARIES 61'-71' VARIES A- 54'--64' VARIES ±40.5'-±50.5' CL W ST. A.C. PAVEMENT TO BE REMOVED F l AND REPAVED v z 3a N EXISTING _ PAVEMENT L_ 0.45' A.C. PAVING R VALUE = 24 1.25' AGG. BASE TI = 9 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY. SECTION A SCALE: NONE SECTION "B" B SCALE: HORIZONTAL 1" = 50' 3 VERTICAL 1" = 5' 4 2 --- 0 8 NOTES-CONT'D • F-OTURE PAVEMENT AMR O MATE 0 FURNISH AND INSTALL LED 100 WATT STREET LIGHT PER C.O.B. SPECIAL PROVISIONS SECTION 86-6.01. APP XIMATE FINISH GROUNDAICD CURB GUTTEI EASEMENT ® LEGEND (CON 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, P FEN 3 m 2. PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45 " TYPE A" 2_jaZ + GR PLAN FOR DETAILS. A.C. OVER 1.25' AGG. BASE OVER 050' COMPACTED O.G. TO BE 1 1© FIRE HYDRANT ASSEMBLY --SEE SEPARATE PLAN. COMPACTED TO 95% RELATIVE DENSTY PER C.O.B. STANDARD. Q 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT g " 1, J I I STANDARD ST -9. A.C. OVER 1.25' AGG. BASE OVER 050' COMPACTED O.G. TO BE SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, 1© PROPOSED SEWER UNE -SEE SEPARATE OFFSITE INV. 18' RAIN r I u SEWER PLAN FOR DETAILS. ��d •ISM I a PER DOCUMENT NO. 42I511770.4oA-rao' 8/24•`tc-0.2 i 1 OU STRU jUgE ic0 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER e , r OO Uj to F-< j Ix 19 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT EASEMENT LEGEND: I 9 IS DRAL NG CL 3 � � o o U oco o�. a'6ce m�4n1�,�� w� O t I SUMP BOTTOM 1 i i 1 I , f �cp GINST 16.42 1 LF OF 1 �N Ici ao r o� u �_ I i --1 CLIA GJ -RCP ®=7. fX _iz O - IIW -J3 jW , I I Nm z -it � cj oo d cd m ��n cd wM d3 LL-C4Q 00 w ODM Z MtaJ� �`�.am MLJ ,741 -moi n as IiJ m Go � NZ ;Z II i Q ce W INST LL 67.6 LF CLII RGJ-R 05. � SECTION "B" B SCALE: HORIZONTAL 1" = 50' 3 VERTICAL 1" = 5' 4 2 --- 0 8 NOTES-CONT'D • NOTES: AMR O MATE 0 FURNISH AND INSTALL LED 100 WATT STREET LIGHT PER C.O.B. SPECIAL PROVISIONS SECTION 86-6.01. 1. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. EASEMENT ® LEGEND (CON 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, ONSITE RKING 3 m 2. PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45 " TYPE A" 2_jaZ I PLAN FOR DETAILS. A.C. OVER 1.25' AGG. BASE OVER 050' COMPACTED O.G. TO BE 1 1© FIRE HYDRANT ASSEMBLY --SEE SEPARATE PLAN. COMPACTED TO 95% RELATIVE DENSTY PER C.O.B. STANDARD. Q 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT g " 1, J I I STANDARD ST -9. A.C. OVER 1.25' AGG. BASE OVER 050' COMPACTED O.G. TO BE SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, 1© PROPOSED SEWER UNE -SEE SEPARATE OFFSITE INV. 18' RAIN r I u SEWER PLAN FOR DETAILS. ��d •ISM 4 PER DOCUMENT NO. 42I511770.4oA-rao' 8/24•`tc-0.2 18 FURNISH AND INSTALL SUMP FENCE PER C.O.B. 5. ic0 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER e STANDARD DETAIL D-11. r OO Uj to F-< Ix 19 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT EASEMENT LEGEND: 0Y 6 A z CU Z U C9 Z .-1 � ' Z .'? � CL 3 � � o o U oco o�. a'6ce m�4n1�,�� w� O QN .N -N ppNL�jmN�4�Nj nN °°a Q nd QiF5 od Z N ~ m 0'7W Nzo � cnZ cwa m I , f cull R GINST 16.42 I LF OF 1 I i --1 CLIA GJ -RCP ®=7. fX I SECTION co" SCALE: HORIZONTAL 1" = 50' 3 VERTICAL 1" = 5' 354 352 350 348 346 344 342 340 338 336 334 332 330 354 352 350 348 346 344 342 340 338 336 334 332 330 CONSTRUCTION NOTES-CONT'D • NOTES: 0 FURNISH AND INSTALL LED 100 WATT STREET LIGHT PER C.O.B. SPECIAL PROVISIONS SECTION 86-6.01. 1. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. EASEMENT ® LEGEND (CON 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, 14 HANDICAP PARKING SIGNAGE ON SITE ENTRANCE - SEE GRADING 2. PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45 " TYPE A" 2_jaZ RECORDED JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R. QUITCLAIMED PER DOC. NO. 0215026434 DATED 03/09/15. PLAN FOR DETAILS. A.C. OVER 1.25' AGG. BASE OVER 050' COMPACTED O.G. TO BE (NOT SHOWN) 1© FIRE HYDRANT ASSEMBLY --SEE SEPARATE PLAN. COMPACTED TO 95% RELATIVE DENSTY PER C.O.B. STANDARD. Q 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT g CONSTRUCT 8' WIDE CROSS GUTTER PER C.O.B.3. OLD RIVER ROAD (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" J PER KERN COUNTY LAND COMPANY SALES MAP FOR Y STANDARD ST -9. A.C. OVER 1.25' AGG. BASE OVER 050' COMPACTED O.G. TO BE SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, 1© PROPOSED SEWER UNE -SEE SEPARATE OFFSITE q, COMPACTED TO 95% RELATIVE DENSTY PER C.O.B. STANDARD. © M.D.B.M. FILED MAY 28, 1892. ADDITIONAL RIGHT-OF-WAY DEDICATION TO C.O.B. u SEWER PLAN FOR DETAILS. F� SEWER _SEE SEPARATE OFFSITE SEWER PLAN FOR DETAILS. 4 PER DOCUMENT NO. 42I511770.4oA-rao' 8/24•`tc-0.2 18 FURNISH AND INSTALL SUMP FENCE PER C.O.B. 5. FOR WATER - SEE SEPARATE OFFSITE WATER PLAN FOR DETAILS. [Z-1 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER e STANDARD DETAIL D-11. F-< Ix 19 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT EASEMENT LEGEND: DOCUMENT NO. OZ ISI J 770,S bATtrj $ �1cM �i �- p. j CL 3 � � PER CALTRANS STANDARD SPECIFICATION ON 0 EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON SECTION 84, CURRENT EDITION. THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, 30 PROPOSED MONUMENT SIGN -SEE ARCHITECTURAL A ST) 27, 891. TH, RANGE 27 EAST, M.D.B.M. FILED PLAN FOR DETAILS. [1] 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON 21 IF C.O.B.'S TYPE "A' CATCH BASIN INTERFERE WITH THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSHIP EXISTING WATER LINE, USE TYPE "GO" DRAIN INLET 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED JANUARY 22, 1892. PER CALTRANS STANDARD DETAIL D786, CURRENT 0 50' EASEMENT TO PG&E FOR GAS PIPELINES PER INSTRUMENT EDITION. NO. 0204141616 OF O.R. PROPOSED POWER POLE -SEE ELECTRICAL PLAN FOR DETAILS rn _ O M M cr Q d 0 00 Z O i Q J W U M 00 Wi0 Otc� N W Y m 0 mmmm Z a avow 2_jaZ 0 to O J W Y �a0 a m t - O u m > 4 a D e W F-< Ix Z CCUJI d 0) �ao�a CL � � o o U O III Z a avow 2_jaZ 0 to O J W Y �a0 a m t - O u m > 4 a D e W F-< Ix Z CCUJI d 0) �ao�a CL � � o o U O S.E. COR. SEC. 19, 30/27 FD. KCS CONC. MONT IN LH. PER KCS FILED MAP NO. 7-1 BK. 6, PG.28. 114c1 j t j t � t t i I PANAMA LANE SEE SHEET;5 OLD RIVER ROAD STA. 10+00.00 C.L. TO STA. 16+24.70 C.L.,_�_� SCALE: HORIZONTAL 1' = 50' VERTICAL 1" = 5' LEWE: ABBREVIATIONS F.L. FLOWLINE P.0 V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE G.B. GRADE BREAK E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT M.H. MANHOLE EX. EXISTING INV. INVERT c/G CURB & GUTTER S/W SIDEWALK IRR IRRIGATION FH FIRE HYDRANT XFL 'EXISTING FLOWL INE XEP EXISTING EDEGE OF PAVEMENT C.O.B. CITY OF BAKERSFIELD Q EXISTING SURVEY MONUMENT AS DESCRIBED Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -�- FURNISH & INSTALL PUBLIC STREET LIGHT. PUBLIC STREET LIGHT LUMINAIRES ARE TO BE 'LED' AS SPECIFIED IN C.Q.B. SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: HOLOL.PHANE LVUI SERIES; LEO TEK GCI SERIES, GREE XSP SERIES OR APPROVED EQUAL 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 10 35 3 3 3 3 3 3 3 3 334 3 3 R/W I-_ 1 !i1' L.S. ±39' i SIDEWALK ?��i�...�i1�i��iS`5:�.����a� PROPOSED GUTTER MEDIAN STATIONING -OLD RIVER ROAD Rff. NO. DESCRIPTION C.L. STATION ® B. C. STA 10+76.00, 9.00RT. A Ec. STA 10+76.00, 13.00RT. A BEGIN TAPER STA. 12+70.00, 9.00RT. A END TAPER STA 13+90.00, 11.00LT. A B.C. STA 15+33.53, 9.26LT. ® EC ------ STA 15+33.51, 7.26LT. A7 BEGIN TAPER STA. 12+79.61, 13.00RT. A END TAPER STA 13+99.61, 8.S&T. ® B.C. STA 15+33.32, 8.39RT. A Ec. ------------ STA 15+33.35, 10.39RT. ® ANGLE POINT STA 17+20.00, 7.0011T. ® 13+70.00, STA 17+20.00, 7.001-T. A B.C. STA 15+89.57, 8.58LT. A P.R.C. STA 15+88.20, 8.04LT. ® APOINT A Ea ON rrED1AN - PROJECT BOUNDARY PUNT ON MEDNAN - PROJECT BOLI CARY STA 15+48.32, 8.12RT. STA 18+44.01, 7.00RT. STA 18+44.01, 7.00LT. 4 346 38 36 32 30 0.45' A.C. PAVING LLL 1.25' AGG. BASE 0.50' COMPACTED O.G. TO 95X RELATIVE DENSITY. 52 SCALE NONE TAPER DATA NO. <V4>1 STATION XIMa 12+70.00, 9.00RT. P G�6, 12+80.00, 8.69RT. 12+85.00, 8.22RT. 50 7.75RT. 12+95.00, 6.97RT. o W 13+05.00, 5.10RT. 13+10.00, 4.00RT. V1111.11 It 13+55.00, 7.09LT. 13+60.00, 8.19LT. 13+65.00, 8.97LT. 13+70.00, LAND APING 10.22LT. 13+80.00, 10.69LT. 13+85.00, 48 _13+90.00, 11.00LT. 13+89.61, 8.54LT. < 8.8OLT. C 13+99.61, 8.88LT. ' Zdl ----------------- CL STATION OFFSET FROM 17+54.05, 58.00LT. a 17+59.05, 57.89LT. 17+64.05, 57.69LT. \ 17+69.05, 57.38LT. 17+74.05, 44 17+79.05, 56.23LT. " DRAIN 55.50LT. 18+14.05, EX: 16'WATER LIE 18+19.05, 49.77LT. 42 49.15LT. 18+29.05, 48.62LT. 00 18+34.05, 48.31 LT. 18+39.05, 48.11 LT. 18+44.05, 48.00LT. N tF Z4W 'a n W •-t mis " N. N -- m<Z+p�Z STALL 1 .42 LF 18' o .13X SECTION "F" SCALE NONE 4 354 352 350. 348 344 342 340 338 336 334 332 330 55'-71' -"-- 48'-64' kXIST. A.C. PAVEMENT TO BE REMOVEC• n: vi AND REPAVED CURVE RADIUS 20.00' 20.00" 20.00" 20.00'1 2.00' 1.00' 1.00' 2.00' EXISTING PAVEMENT TAPER DATA NO. < 0.45' A.C. PAVING LLL 1.25' AGG. BASE 0.50' COMPACTED O.G. TO 95X RELATIVE DENSITY. SECTION E SCALE NONE TAPER DATA NO. <V4>1 STATION OFFSET FROM t 12+70.00, 9.00RT. 12+75.00, 8.85RT. 12+80.00, 8.69RT. 12+85.00, 8.22RT. 12+90.00, 7.75RT. 12+95.00, 6.97RT. 13+00.00, 6.19RT. 13+05.00, 5.10RT. 13+10.00, 4.00RT. 13+50.00, 6.00LT. 13+55.00, 7.09LT. 13+60.00, 8.19LT. 13+65.00, 8.97LT. 13+70.00, 9.75LT. 13+75.00, 10.22LT. 13+80.00, 10.69LT. 13+85.00, 10.84LT. _13+90.00, 11.00LT. CURVE RADIUS 20.00' 20.00" 20.00" 20.00'1 2.00' 1.00' 1.00' 2.00' EXISTING PAVEMENT TAPER DATA NO. < q STATION OFFSET FROM 47.40' 12+79.61, 13.00RT. 19.81' 12+84.61, 12.91 RT. 31.78' 12+89.61, 12.66RT. 19.64' 12+94.61, 12.23RT. 3.14' 12+99.61, 11.63RT. - 13+04.61, 10.86RT 13+09.61, 9.92RT. 13+14.61, 8.81 RT. 13+19.61, 7.53RT. 13+59.61, 3.41LT. 13+64.61, 4.69LT. 13+69.61, 5.81LT. 13+74.61, 6.75LT. 13+79.61, 7.52LT 13+84.61, 8.11 LT. 13+89.61, 8.54LT. 13+94.61, 8.8OLT. C 13+99.61, 8.88LT. TAPER DATA NO. O ----------------- CL STATION OFFSET FROM 17+54.05, 58.00LT. 17+59.05, 57.89LT. 17+64.05, 57.69LT. \ 17+69.05, 57.38LT. 17+74.05, 56.85LT. 17+79.05, 56.23LT. 17+84.05, 55.50LT. 18+14.05, 50.50LT. 18+19.05, 49.77LT. 18+24.05, 49.15LT. 18+29.05, 48.62LT. 18+34.05, 48.31 LT. 18+39.05, 48.11 LT. 18+44.05, 48.00LT. CURVE TABLE LENGTH TANGENT 47.40' 30.28' 31.23' 19.81' 31 6a 20.19' 31.78' 20.37' 31.05' 19.64' 6.28' - 3.14' - 3.14' - 1.50' DELTA 90'31'59" 89'28'01" 90'32'00" 91'02'30" 88'57'30" 180'00'00" 180'00'00" 180.00'00" 43'04'32" LEGEND (CONT.): CONSTRUCTION NOTES; CONSTRUCTION NOTES-CONTD.: �' �S EXISTING- SEWER MANHOLE 0 CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS AIPPUCABL.E, .L TO BE PAINTED PER CALTRANS STANDARD PLAN A24A CONSTRUCT TYPE 'B' CURB $ GUTTER PER C.O.B. STD ST -1 FURNISH AND INSTALL LED 100 WATT STREET LIGHT 1. ALL CATCH BA ' 'w EXISTING WATER LINE Q SINS TO BE TYPE 'I" WITH 3.5' OPENINGS PER EASEMENT LE 'FNn (rntU-N• 1 EXISTING EDGE OF PAVEMENT `SOP' MARKING PER CAL -TRANS STANDARDS 2� CONSTRUCT 5.5' COMBINATION TYPE SIDEVALK PER C.O.B. STD. PER C.O.B. SPECIAL PROVISIONS SECTION 86-6.01. C.O.B. STD. D-14, UNLESS NOTED )THERWISE. D 40 EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, RECORDED JUNE , 180p DRAIN SEWER MANHOLE -SEE SEWER 14 HANDICAP PARKING SIGNAGE ON SITE ENTRANCE - 2. PANAMA LANE (ARTERIAL) - PAVFAENT TO BE 0.45' TYPE 'A" QUITCLAIMED PER2DOC9NO.1 02BK. 5294, 15026434 PG. 2430, O.R. AND STDRM DRAIN PLAN BIKE LANE" MARKING PER CAL -TRANS STANDARDS 3 CONSTRUCT HANDICAP RAMP PER C.O.B. STANDARD ST -10. SEE GRADING PLAN FOR DETAILS. A.C. OVER 1.25 AGG. BASE OVER ).50 COMPACTED O.G. TO BE DATED 03/09/15. �'� s DRE SEAR AND (NOT SHOWN) SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ® SAWCUT EXISTING PAVEMENT AT CENTERLINE OR AS DIRECTED FIRE HYDRANT ASSEMBLY --SEE SEPARATE PLAN. COMPACTED TO 95% RELATIVE DEWITY PER C.O.B. STANDARD. 5 30' WIDE STORM DRAIN PLAN ALL PERMANENT STRIPING & PAVBW MARKINGS BY CITY ENGINEER. 3. OLD RIVER ROAD ARTERIAL PA/EMENT TO BE 0.45 TYPE A COUNTY OF KERN PUBLIC HIGHWAY EASEMENT ® STORM DRAIN UNE -SEE SEWER 16 CONSTRUCT 8' WIDE CROSS GUTTER PER C.O.B. (ARTERIAL) - " " PER KERN COUNTY LAND COMPANY SALES MAP FOR AND STORM DRAIN PLAN To CI THERMOPLASTIC PAINT PER CAI -TRANS s STANDARD STANDARD ST -9. A.C. OVER 1.25' AGG. BASE OVER X1.50' COMPACTED O.G. TO BE SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, SPECIFICATION SECTION 84> 2010 EDITION. � EXISTING FIBER OPTIC MARKER TO BE REtOCATID BY OTHERS. /,� COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. S M.D.B.M. FILED MAY 28, 1892. PROPOSED CATCH BASIN PROPOSED SEWER UNE - SEE SEPARATE OFFSITE STANDARD. ® CURVE NUMBER FOR CURVE DESCRIPTION EXISTING TRAFFIC SIGNAL LIGHT AND SIGNAL BOX TO BE SEWER PLAN FOR DETAILS. 4• FOR SEWER -SEE SEPARATE OFF91E SEWER PLAN FORDETAILS. ©11ADDITIONAL RIGHT-OF-WAY DEDICATION TO C.Q.B. ---------------------- PROPOSED CURB & GUTTER TO BE RELOCATED. PER DOCUMENT N0.02tStt77otf AA'iEb S/yet/�s o.2 CENTERLINE ® EASEMENT LEGEND 18 FURNISH AND INSTALL SUMP FENCE PER C.O.B. 5• FOR WATER -SEE SEPARATE OFF9TE WATER PLAN FOR DETAILS. �7 EXISTING CROSSING BUTTON TO BE RELOCATED. STANDARD DETAIL D-11. EASEMENT LEGEND: D TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER � 'h PROPOSED EDGE OF PAVEMENT ITEM OF WORK - SEE SCHEDULE 19 PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT DOCUMENT NO. 02 tSt 177 0,157 0,47eo $ �i,{ r lS o.,2 Q TAPER NUMBER FOR TAPER DESCRIPTION ® EXISTING GAS LINE MARKER TO BE REM0\ED OR RELOCATED PER CALTRANS STANDARD SPECIFICATION ON 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON - - - - - - - PROJECT BOUNDARY BY OTHERS. SECTION 84, CURRENT EDITION. THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, --- - --- RIGHT-OF-WAY ® FUTURE MEDIAN STATIONING �g EXISTING TRAFFIC SPEED SIGN TO BE RELOCATED. O PROPOSED MONUMENT SIGN -SEE ARCHITECTURAL AUGUST 30 SOUTH, RANGE 27 [AST, M.D.B.M. FILED PLAN FOR DETAILS. ST ME 1891. DIG is &INSTALL ��CONN 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON T a TR5 6 FUMM & INSTALL SPLICE SOX FOR INTERCONNECT SECTION DESIGNATION: Ig EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. 21 IF C.O.B.'S TYPE 'A' CATCH BASIN INTERFERE WITH THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSHIP 1R3=N0. 31%2 srzE 7115 -NO. 5 sNZE 7R6=140, s SSE SECTION LETTER 11 REMOVED EXISTING A.C. PAVEMENT AND A.C.CURB. PER CALTRANS STANDARD DETAIL D786, CURRENT 3 50' EASEMENT WATER LINE, USE TYPE "GO" DRAIN INLET 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED JANUARY 22, 1892 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Call: TOLL FREE I M" L - - A CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5 OPENINGS EDITION. � N0. 020414161 T� PG&E FOR GAS PIPELINES PER INSTRUMENT 'R4 -r - STOPA;\ RIGHT SHEET WHERE SECTION IS SHOWN © PER C.O.B. STD. D-14. PROPOSED POWER POLE -SEE ELECTRICAL PLAN FOR 6 OF O.R. (is) 1-800-227-2600 DETAILS AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I { d a N.1/4 COR. SEC. 30, 30/27 FD. KCS CONC. MONT. IN LH. PER KCS FILED MAP NO. 7-1 BK.6, PG.2& S89'W48"E t I I \ r 2400 J 4 (j It2f 3O PARCEL 'C' M �N ------ -------.-- -- ---­— .-- .--------------.---• --- --------- —.-------..--..--- — Z we B.C.R. J M CEW. OF COMPLIANCE NR d OR w >c � — --- — _.---- — I B.C. �Z N ATT MANHOLE z 47A m m 44 cm z W h N FUTURE CURB & GUTTER --- ----- NEW E.P 2400 4 v QNEW DETAIL 38 :r r L -RELOCATED TRAFFIC SIGN ---------------------------- EXIST. ------------------------- EXIST. DETAIL 27B(T) J 4 (j It2f 3O PARCEL 'C' M �N ------ -------.-- -- ---­— .-- .--------------.---• --- --------- —.-------..--..--- — Z N P.M.W. 04-O4D7 B.C.R. z 1'4 i� M CEW. OF COMPLIANCE NR d OR c — --- — _.---- — I B.C. co M ATT MANHOLE Z 47A TOP OF CURB cm z W h N i 619X2 4 v QNEW DETAIL 38 :r r L -RELOCATED TRAFFIC SIGN ---------------------------- EXIST. ------------------------- EXIST. DETAIL 27B(T) STA. 29+88.94 C.L. TO STA. 36+29.77 C.L. SCALE: HORIZONTAL 1" = 50' 3 °�i � vii o d/� 3 , `sp. �' 4 PARCEL "C' I i a d ��� I o M 04-0407 a IR4- t CERr.OF NCE NO. o+ Fm~3 v~i�� /it to Rl-t 020, MEM OR ----------- S.E. COR. SEC. 19 30/27 FD. ` ! KCS CONC. MONT 1N LH. PER lt KCS FILED MAP NO. 7-1 BK. 6, PG.2& i PANMA LANE STRIPING -SEE ABOVE LEGEND: F.L. �- EXISTING E.P.© POINT ON VERTICAL CURVE It2f 3O --------- —— ------ k. — — — — M �N ------ -------.-- -- ---­— .-- .--------------.---• --- --------- —.-------..--..--- — ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. — --- — _.---- — I B.C. BEGIN CURVE G.B. ATT MANHOLE PP (CAN 3 7} I TOP OF CURB P.I.V.C. RIM=350.08 TOP OF PAVEMENT " " ;j, PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45 TYPE A , OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. N N ACmI'iICUL'T1JFiE PANAMM LAME RIGHT-OF-WAY E.P. EDGE OF PAVEMENT M.H. MANHOLE EX. _ ui LOF 3 SALES MAP Q= LANDS OF KERN COUNTYLANDOOWANV STRIPING PLANLOT 2 iANos OF LES APCOWN OF 01-4 FIRE HYDRANT XFL EXISTING FLOWLINE XLP LAND COMPANY W STA. 29+88.94 C.L. TO STA. 36+29.77 C.L. SCALE: HORIZONTAL 1" = 50' 3 °�i � vii o d/� 3 , `sp. �' 4 PARCEL "C' I i a d ��� I o M 04-0407 a IR4- t CERr.OF NCE NO. o+ Fm~3 v~i�� /it to Rl-t 020, MEM OR ----------- S.E. COR. SEC. 19 30/27 FD. ` ! KCS CONC. MONT 1N LH. PER lt KCS FILED MAP NO. 7-1 BK. 6, PG.2& i PANMA LANE STRIPING -SEE ABOVE LEGEND: F.L. ABBREWATIQNS FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VER71CAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE G.B. GRADE BREAK E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT " " ;j, PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45 TYPE A , OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT M.H. MANHOLE EX. EXISTING INV. INVERT C/G CURB & GUTTER S/W SIDEWALK IRR IRRIGATION FH FIRE HYDRANT XFL EXISTING FLOWLINE XLP EXISTING EDEGE OF PAVEMENT C.O.B. CITY OF BAKERSFIELD PER DOCUMENT NO. 02.1-9-117704 DATED S /i+fiS- o. @ EXISTING SURVEY MONUMENT AS DESCRIBED Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. EASEMENT STD. ST -22 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -E�- FURNISH & INSTALL PUBLIC STREET LIGHT PUBLIC STREET ./ .h LIGHT LUMINAIRES ARE TO BE 'LED' AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCL UDE: THE KERN COUNTY LAND COMPANY SALES EMAP OF SECTION 19, HOLOLPHANE LVUI SERIES; O TAPER NUMBER FOR TAPER DESCRIPTION LEO TEK GCI SERIES; PROJECT BOUNDARY CREE XSP SERIES OR APPROVED EQUAL OLD RIVER ROAD N� STRIPING PLAN J W N STA. 10+00.00 C.L. TO STA. 14+24.48 C.L. SCALE: HORIZONTAL 1 = 50s 0 9 Z " Z z .— m m cn lLE EXISTING SEWER MANHOLE CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED PER CALTRANS STANDARD PLAN A24A ---------w EXISTING WATER LINE 11- EXISTING EDGE OF PAVEMENT LEGEND 'STOP" MARKING PER CAL -TRANS STANDARDS 0 DRAIN SEWER MANHOLE -SEE SEWER AND STORM DRAIN PLAN � '�Sm 'BIKE LANE' MARKING PER CAL -TRANS STANDARDS s SEWER LINE -SEE SE111ER AND NOTE- SEE CALTRANS TRAFFIC MANUAL FOR DETAILS " " ;j, PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45 TYPE A , STORM DRAIN PLAN OWCLAImEb' PER DOC. NO. 0215026434 DATED 03/09/15. (NCI SHOWN) ALL PERMANENT STRIPING & PAVEMENT MARKINGS - D STORM DRAIN LINE -SEE SEWER TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD COMPACTED TO 95%RELATIVE DENSITY PER M.D. VANDARD. AND STORM DRAIN PLAN 3Q%"WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT SPECIFICATION SECTION 84, 2010 EDITION. OLD RIVER ROAD (ARTERIAL) - PAVEMEh T i BE L7,�' TYPE 'A" PROPOSED CATCH BASIN 'P CERN COUNTY LAND COMPANY SALES MAP FOR A.C. OVER 1.25' AGG. BASE OVER 0.50' C�MPACTEDO:s TO BE O CURVE NUMBER FOR CURVE DESCRIPTION COMPACTED TO 95% RELATIVE DENSITY P'�°i.B.-$rfA`IJ. ,�ARD .: PROPOSED CURB & GUTTER © 4• FOR SEWER - SEE SEPARATE OFFSITE SEWE14AAN FOR DETAILS. PER DOCUMENT NO. 02.1-9-117704 DATED S /i+fiS- o. EASEMENT LEGEND - - - CENTERLINE TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER EASEMENT LEGEND: DOCUMENT NO. 0>-15_f1'770_5- r,ArErc> S 1511411S" o./a. IIEU OF WORK -SEE SCHEDULE ./ .h PROPOSED EDGE OF PAVEMENT THE KERN COUNTY LAND COMPANY SALES EMAP OF SECTION 19, O TAPER NUMBER FOR TAPER DESCRIPTION ---------- PROJECT BOUNDARY A FUTURE MEDIAN STATIONING - - - - - - - — RIGHT-OF-WAY is FURNISH & INSTALL INTERCONNECT CONDUIT T�3 5 T FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT SECTION DESMATION: 7113--140, 3 1/2 SIZE 1R5=N0. 5 SIZE TR6=N0. 6 SIZE SECTION LETTER 0111111111 L A FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - "Rt -11 - STOP SHEET WHERE SECTION IS SHOWN 'R4-7" - KEEP RIGHT OLD 8110 ROAD STRIPING -SEE BELOW I l 48" STANO PIPE O OLD RIVER ROAD STRRNG-SEE BELOW x------- S.E. COR. SEC. 19, 30/27 FD, KCS CONC. MONT. IN LH. PER KCS FILED MAP NO. 7-1 BK. 6, PG.28. - ADDITIONAL CONSTRUCTION NOTES: 31 NEW PAVEMENT MARKING - SEE LEGEND. NEW STRIPE FOR RIGHT TURN ONLY. EXISTING STRIPING AND PAVEMENT MARKING TO REMAIN. ® REMOVED EXISTING STRIPING AND MARKING INSIDE THE NEW CROSSWALK LINES. ® PAINT 12" LIMIT/CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION SECTION 84, 2010 EDITION. REMOVED EXISTING LIMIT/CROSSWALK LINES. ADDITIONAL LEGEND: CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE .�, CALTRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED X71OO "STOP" MARKING PER CAL -TRANS STANDARDS AHM 'AHEAD" MARKING PER CAL -TRANS STANDARDS EXISTING STRIPING AND MARKINGS, TYPICAL EXISTING STRIPE REMOVAL NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED ALL PERMANENT STRIPING & PAVEMENT MARKINGS WKTH (T) SHALL BE STRIPING TAPE (SSP) OR TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION ON SECTION 84, MARKING SHALL BE THERMOPLASTIC PER CALTRANS 2010 EDITION. STANDARD SPECIFICATION ON SECTION 84, 2010 ED. ``'"-------�tUIURE CURB & GUTTER PROPOSED CURB & GUTTER ------------------------------------------------ -------- --- "f MOVE EXIST DETAIL 27B(T) Is+oo �6 0o n oo Is+Oo ' 844.01' ,h ----------------------------------- _\ ---------------------------------------------------- ,. EX 2' THICK A.C. DUST CONTROL SHOULDER s L CONSTRUCTION NOTES: Q CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD. �3 CONSTRUCT HANDICAP RAMP PER C.O.B. STANDARD ST -10. ® SAWCUT EXISTING PAVEMENT AT CENTERLINE OR AS DIRECTED BY CITY ENGINEER. Q5 EXISTING FIBER OPTIC MARKER TO BE RELOCATED BY OTHERS. © EXISTING TRAFFIC SIGNAL LIGHT AND SIGNAL BOX TO BE TO BE RELOCATED. Q7 EXISTING "CROSSING BUTTOM" TO BE RELOCATED. �8 EXISTING GAS LINE MARKER TO BE REMOVED OR RELOCATED BY OTHERS. ® EXISTING TRAFFIC SPEED SIGN TO BE RELOCATED. 10 EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. 11 REMOVED EXISTING A.C. PAVEMENT AND A.C. CURB. Q CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENINGS PER C.O.B. STD. D-14. CONSTRUCTION NOTES --CONI D.: FURNISH AND INSTALL LED 100 WATT STREET LIGHT PER C.O.B. SPECIAL PROVISIONS SECTION 86-6.01. ® HANDICAP PARKING SIGNAGE ON SITE ENTRANCE - SEE GRADING PLAN FOR DETAILS. 15 FIRE HYDRANT ASSEMBLY --SEE SEPARATE PLAN. 16 CONSTRUCT 8' VIDE CROSS GUTTER PER C.O.B. STANDARD ST -9. `) PROPOSED SEWER UNE - SEE SEPARATE OFFSITE SEWER PLAN FOR DETAILS. �$ FURNISH AND INSTALL SUMP FENCE PER C.O.B. STANDARD DETAIL D-11. 19 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, CURRENT EDITION. 0 PROPOSED MONUMENT SIGN -SEE ARCHITECTURAL PLAN FOR DETAILS. 21 IF C.O.B.'S TYPE 'A' CATCH BASIN INTERFERE WITH EXISTING WATER LINE, USE TYPE "GO" DRAIN INLET PER CALTRANS STANDARD DETAIL D78B, CURRENT EDITION. ® PROPOSED POWER POLE—SEE ELECTRICAL PLAN FOR DETAILS TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.DM.M. FILED„ AUGUST 27, 1891. ,z 0 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED JANUARY 22, 1892. 0 50' EASEMENT TO PG&E FOR GAS PIPELINES PER INSTRUMENT NO. 0204141616 OF O.R. Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA mnnnm y NOI�- `EASf`" LEGEND 1. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER ^" (CONT.): . 40'&CUNT FOR CANAL AND INCIDENTAL PURPOSES, C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. At ' RDED''JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R. 2. " " ;j, PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45 TYPE A , OWCLAImEb' PER DOC. NO. 0215026434 DATED 03/09/15. (NCI SHOWN) A.C. OVER 1.25' AGG. BASE OVER 0.50' COMPACTED O.G. TO BE ` - COMPACTED TO 95%RELATIVE DENSITY PER M.D. VANDARD. 0 3Q%"WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT 3. OLD RIVER ROAD (ARTERIAL) - PAVEMEh T i BE L7,�' TYPE 'A" 'P CERN COUNTY LAND COMPANY SALES MAP FOR A.C. OVER 1.25' AGG. BASE OVER 0.50' C�MPACTEDO:s TO BE SEWN 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, COMPACTED TO 95% RELATIVE DENSITY P'�°i.B.-$rfA`IJ. ,�ARD .: ® M.D.B.M. FILED MAY 28, 1892. ADDITIONAL RIGHT-OF-WAY DEDICATION TO C.O.B. 4• FOR SEWER - SEE SEPARATE OFFSITE SEWE14AAN FOR DETAILS. PER DOCUMENT NO. 02.1-9-117704 DATED S /i+fiS- o. 5• FOR WATER — SEE SEPARATE OFFSITE WATER PLAN FOR DETAILS. 71 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER EASEMENT LEGEND: DOCUMENT NO. 0>-15_f1'770_5- r,ArErc> S 1511411S" o./a. 0 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY SALES EMAP OF SECTION 19, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.DM.M. FILED„ AUGUST 27, 1891. ,z 0 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY MAP OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED JANUARY 22, 1892. 0 50' EASEMENT TO PG&E FOR GAS PIPELINES PER INSTRUMENT NO. 0204141616 OF O.R. Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA mnnnm 0111111111