Loading...
HomeMy WebLinkAbout6.1-1695 Record DrawingA.C. PAVING TESTING NOTES: STANDARD NOTES SP7-39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND TONS SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND SATE OF CA., 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM 2, THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND OF THESE PLANS: THESE SPECIAL PROVISIONS. ST -1, ST -10, ST -11, ST -12, ST -13, ST -17 63 ST -22, ST -23, ST -24, T-1, T-2, T-3 PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 3. PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.40' TYPE "A" (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF "AGGREGATE," A.C. OVER 1.25 AGG. BASE OVER 0.50 COMPACTED O.G. TO BE SECTION 39-2.02, OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STANDARD. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED OLD RIVER ROAD (ARTERIAL) - PAVEMENT TO BE 0.40' TYPE "A" ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) A.C. OVER 1.20' AGG. BASE OVER 0.50' COMPACTED O.G. TO BE ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STANDARD. BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD BAKERSFIELD STD. DWG. ST -22. SPECIFICATIONS. LED 100 WATT STREET LIGHT THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY TO BE INSTALLED OO EXISTING THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS LF PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE 5. T INSTALL TRAFFIC CONTROL SIGNS ENGINEER. 130 INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 LF 551 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE -�- INSTALL LED STREET LIGHTS AS SPECIFIED IN C.O.B. SPECIAL ENGINEER'S REVIEW AND APPROVAL: PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: A. HAN SERIES A. A UST OF AGGREGATE AND ASPHALT SOURCES. LEO TE 1 SERILVU1 B. LEO TEK GCI SERIES STORM DRAIN MANHOLE C. GREE XSP SERIES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM 3.5' WIDE TYPE A CATCH BASIN TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE." OF THE STANDARD 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.Q.B. STD. ST -1 PER PLAN. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 7. INSTALL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST STREET LENGTH RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS MINIMUM OF 6" THICK. 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 10. INSTALL HANDICAP RAMPS PER C.O.B. STD. ST -10. 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 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. PAVEMENT SHALL BE SAW CUT. 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SPECIFICATIONS SHALL BE MET. SIDEWALK 6" FROM BACK. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL 14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED LIMITS OF CONSTRUCTION. STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED OTHERWISE PERMITTED BY THE ENGINEER. PRIOR TO ISSUANCE OF THE PERMIT. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL 14, AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES. WHERE SHOWN ON THE ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SMOOTH, TAPERED CONNECTIONS. CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS wM ir� BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH BE SUBSTITUTED WITH PARAFFIN. THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% V OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 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 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CITY STANDARD DETAIL ST -12. CONFORMS WHEN PAVING OPERATIONS RESUME. Q� 17. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON PROVISIONS OF SAID PLAN. ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN 18 IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009 - CONFORMS WHEN PAVING OPERATIONS RESUME. 0009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006 -DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER NTH CALIFORNIA TEST 375. POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC POLLUTION PREVENTION PLAN IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE AVAILABLE FOR PUBLIC DURING NORMAL CONSTRUCTION HOURS. WASTE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR DISCHARGER IDENTIFICATION (WDID) NO. 5F15C372729 HAS BEEN ISSUED BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE 19_ ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE UPGRADING AS PER CITY ENGINEER. DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT BASIS OF BEARINGS 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 BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E ON K.C.S. FILED MAP NO. 7-1 BK. 6, THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS ROADWAY. OF BEARINGS SHOWN HEREON. IF THE FINISED SURFACE OF THECONCRETE DOES NOT MEET THE SPECIFIED TOLERANCES, IT SHALL BE R GHTSPHALT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GR NDINGFACE NTH BENCHMARK USED: EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT. OR (3) PLACEMENT OF AN - ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER SHALL BE AT THE CONTRACTOR'S EXPENSE. ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) 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 INDEX OF SHEETS LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE SHEET nU 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. 1. COVER SHEET A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. 2. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE STORM DRAIN NOTES ENGINEER. 3R )K PANAMA LANE COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF STA. 29+88.94 C.L. TO STA. 36+29.77 C.L. REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. 4R. OLD RIVER ROAD STA. 10+00.00, C.L. TO STA. 16+24.70, C.L. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS I DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 5. PANAMA LANE AND OLD RIVER ROAD UNLESS SECURE BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED STRIPING PLAN ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. ReVISION c ac ff APPROVSD BY: Roof -R A . McItJTo$H DAM r% R,C,E, 33322 R�vtstont A�Paove✓r� aY : . MARfAnI SHAW C.i=, fv bArta: IZ.C. E. 32-176 VICINITY MAP N.T.S. - - - SHEETS 3 & 5 - KEY MAP SCALE: 1"=100' LIST OF MATERIALS CITY OF KERN COUNTY ITEM UNIT QTY, A.C. PAVING TONS 2665 CLASS it AGG. BASE CUYD 3782 SUBGRADE PREPARATION CUYD 1513 6" CURB ONLY LF 63 6" CURB AND GUTTER LF 1169 SIDEWALK SF 4270 HANDICAP RAMP EA 7 CROSS GUTTER SF 548 SAW CUT LINE LF 1516 STOP SIGN EA 3 LED 100 WATT STREET LIGHT EA 1 STRIPING DETAIL 27B(T) LF 283 STRIPING DETAIL 38 LF 130 STRIPING DETAIL 38A(l) LF 551 18" STORM DRAIN LINE LF 766 STORM DRAIN MANHOLE EA 3 3.5' WIDE TYPE A CATCH BASIN EA 4 �0 STREET LENGTH LF 1266 BAKERSFIELD CALIFORNIA OFFSITE O TREET IMPROVEMENT AND STORM DRAIN PLANS 9700 PANAMA LANE BAKERSFIELD, CALIFORNIA 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. --ROGER A. Mclls EXP. 6-30-16 REVIEWED BY: R.C.E. 33322 NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-16 ASSISTANT PUBLIC WORKS DIRECTOR Zo "C DATE lilt DATE -/-Tz/s t t t t r i t REVIEWED BY: TRAFFIC ENGINEER "A REYI slON � 2 ,�7, A PPROVED 84: B NE NEPTUIV G� Rcz. 55102- APPP0V,-C>6y:_ *4JA1_1A_'A4 REV/SION MA/41A_SHRu/ C.t=, [V DATE R.c.E. .3*-�_178 I `4 E 1� 08'-14-N DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA to Q 0 Ntl Mm 4 Z > U (j �A Q 0 a Jl m 11 V1 � �a s �0 M� 0 s o in � ,; wM ir� V Q� Q Q. q a.$ a STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 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 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 1, 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 0 -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 PAR. 1.0 TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN, 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND S ND 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'Ct3). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID 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. I.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. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE 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. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SLING 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. 1.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 WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE 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 WELDING 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 % (5%) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD 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 IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -12. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, 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 AN 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 - TEMPORARY ET GRATES SHALL CONFORM TO DETAILS ON THE D RD SW 3. TEMPOR INLET 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 0 $-16 -l6 m � '° 14 DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA m 0 ro n �_ rn of Q -t o z ao 0 of d - O Z LL_ I J Q "t Ld W U co = 3. n r W CO co C:) U) N ft� w Y Q m o `2 a; '_1 d- rn o 0 00 O 0 z m P o 11 D J V) } m m o 3:x W Ir 0 U v T A b� to Q > U E 6 a 0 F - w w I I- (A w N N ul) LL 0 \ 0) Z Q >- Z a Ua. da - 0 W m U LL 0 Wui Y M 2 tL <0w m 0 L W I— _j >LL1 ui Z06 J 0 0 Q w Z >_m w cc H Z w ...1O G. w Q _ cO � H 65 o N LL o a 0 00 m 0 w L, 0 < U 2 a _____I 11111 F - w w I I- (A w N N ul) LL 0 \ 0) Z Q >- Z a Ua. da - 0 W m U LL 0 Wui Y M 2 tL <0w m 0 L W I— _j >LL1 ui Z06 J 0 0 Q w Z >_m w cc H Z w ...1O G. w Q _ cO � H 65 o N LL o a 0 00 m 0 w L, 0 < U 2 a F - w w I I- (A w N N ul) LL 0 \ OLD RIVER ROAD SEE SHEET 4 j I J TEMPORARY SUMP I u ('�. I � ONSITE PROJECT II ��i 6 � � � I. I co N N SEE SEPARATE II- �, °, I 1 u 11 u I SEE DETAIL "D" J J J eo rn v II -- fe `; J, I THIS DRAWING GRADING PLAN _ I I 11 1 �, - r- I I' II ' ° 1` I I C N ¢ z " ° Lo I I i Z r�i rr) roi I Z `fl w zfl II �I _ ) j . ;,p i s° :. EX, 34" GA IN ;'• Lq o c5�� u I n_4 03 N t.t . TO OF PIPF L. 34.7 w o o o r i iri I m M I I i' "- J I t 1 CD N N r7 w Lo Lo :z Lu Lo Lu Lo 1 I Iz enz J JJ J I. -- o z v J U ____ o - J J pj e 1 I I I I p J J J F- J_i 00w ¢ Z ¢ z I IQ � U Uw U I N -Z4= - Z d O '`ice _ 'e I I II ¢ o z J� J _jo- J J I Io c) I <Jo o MrQ r-�� -Z� - o I. 1 0 .� rr I -I Lj Zo �i C3 cv o L.- j z j a U o ci I I o rn z_ PO oo I' to w a I I Oi ai 8 z ca U r i rfi c r'i r i c ri I I` o¢ ao ao r iJ] ep Z N iv + o+ l Q I! I 1 j4i rn rnrn ° col co 1 w t eo o d -d- J d d Oe a- o- I rop a, co co N O Z N N en N -U U _j � I J 00 oo. I¢ 00 O O mF-OO docO CO ppp I� �+ ++ +aQM p� M �M 'N 11 aor. d m rn orn rn_ rn rn_ rn l l a ¢` o •- No l- IZ ¢ c.i - ciy� : ro '` ti Q'I I ¢ to +ao +� fit �o ++ zr ++ ao ++ ao +L------ z r -r . r�r�wr�11� c� o w� - I Of co00s S 1 i`I z Q> ° rna moo° oo Qc� 0000-oo-o C--- -�wcn� oc I PI) I 14mQ mCn w� z� Z� wmr� I ++t• i': j II a L,.i N w M ,n 4i M�,F3' ,.'") N7 �� r7 r7 r) r) .. I p ae-i d ¢ a u e~n e~n � m N w en 3o a0 z � N - I rn o LOU) ; - � � � I I '�'° � of ¢ I M I r") r7 Z N Z _.:,� ^ m t--- _ _ _ csi M M a s u� a 11 o z Q¢ o¢ Q c0 Q ¢; o Q I I -$RAIN EINE .__. cn cn ¢ cn i- r` a` Q° a� ¢ cn a cn, ¢'), m � c~nc~n c~i�� c~i�c~il m c~i�4~/> m 7 N00°53'12"E 75.1 ' I 6 2 3 z - o v+�`I Lo s i _ .__�-1-� 13 # 1 w r-� r7 I r7 r7 wen en e f QQ I - i i,I :z Co (j C-) -- ------'m ~Icn------- --z Q� t v / \ i I I I I z ro z - - - - - - - - - _ 11 1 2 619X 2 1 I I 1 w cn cn ao cn I III I c� cn oS a'; U - m e w as rn - ........�_; _ _. .. __ �_-- _ rep? w _. _ __ __ o _ -� - _ -_.. - - - ___. .-...- _ -_ t w H 1 a'� 18" DRAIN LINE S87°1038E ,418"D 166.449'T^`fl .. N__ __.__.. _ ~_.` - 3 11 �,�v,v, i z �¢ ------ ----- S89°06 48 E 5.00' s 10 �.��� 18 D. /314 /, - � 3 S890 U f r cn------------------ --•-- -- - -- _ __ . -.� __ -d 6 9 00 , I o! I -fes c� cn FUTURE MEDIAN -- - ----- --- I---- ----="- ---------- --- --- --- v -=-- ---o -- 35�. -- '` 4 1 U r� 4 --- --- - - --- _f - - 7 01 „------- ------<-- - --- -� _ -..,� -- - _ ST 8" G r _------- -- _ "✓' O I I � 1 � I 10S " =- ---=- ---�- - ----" = -= --_ -- - Xl' AS A 'a.EXIST.8"GAS - - - -- S 9Q648E � - _-_---_ - -- --- = - -- - - r- - _ - 29+0o BASIS OF BEARING -3o+oo - _ = _�-- - ._ _. _ _ _- - _ _ - -t. - - - _ - _ _ -Z �E � f -- -- 31+db - --- --- -+ Q 32+0'0 g 33+00 - - - - - - 9 - - - j -- - r- - - 2629. - - - 34+00 �a 35+00 % --- -- -- ,f 5 T659A7' `�sr - - - - FU URE MEDIAN _ - L 1 2 2 I 3 - - - "- _ - - rsl - - - -- - ._ ----- ----- - ---- ---------------------------__------_ _ __- ______ _-- 3 Q � /-EX. 8" P G &E LINE XIST. 8" GAS z - h II � -- -- -'�- S.1/4 COR. SEC. 19, 30/27 FD. KCS 1 0 PANAMA LANE --� '` ---------------- J J J w N J ci AT'' S»A.NNOL., i2' -' �i4...s .0 iJ ac` Si.•k CONC. MONT. IN L.H. PER KCS FILED Mcn .� o o z �r o a:x-a-eg ( , MAP NO. 7-1 SK.6, PG.28. o� l ° -I- f II O - o o ( �'a_I l` er PROPOSED SEWER v ao I � I � I TAPER DATA NO. O STATION OFFSET FROM 33+88.58, `r'Mw LINE -SEE OFFSITE `o Z �z ¢ 3 `" ep r i '"- 1 : ry S.E. COR. SEC. 19, 30/27 FD. C14rcoi `r2 z J z O J ° w SEWER DETAILS J � �� o � o rr7w -�� �� w o OLD RIVER ROAD KCS CONC. MONT. IN L.H. PER CD �' z �iw �L = c -'a ;r, z c'�W N p SEE SHEET 4 KCS FILED MAP NO. 7-1 I � I x N CiwU- oo _ ri N o0 n z rSri w� " .. A.CM1i ,.„,.i8LTUR'�L q- z BK. 6, PG.28. L_0 I ,LSS MAP D_ Imo' 24-8 CF KERN $TY w w 0 Q m N � -J p to � Z a0 00 M � C) Q, Y ep N Q Ln r7M Z eptp J p E„C3i 'a ��L.�=S 6tiz s"� Q J .�i LAIN MANY w I 0 U rn n rn w� to ul cow m Coco �� LANDS C' KF -RUN CCAC Y > U p w O 0)I- O_ D U O p GJw NN p NN UmNNJw LAND ,�A Y g N N U-) N Q w F- r) Ln r7 ¢ �. r'') r7 o M M 1- w o r'�M Q� min!: z -� r1ISI v I w F- U ¢ II �a Q:: ¢ o-• ci rOw ¢ ¢ o F-- F-- ¢ ¢ V 1-I- �r-F-Ow ¢¢0'0_ ¢ CD to co r` men r- ¢ F_ a_ C en za Li en en en en en �o engin zo a i 0o ZI A FUTURE MEDIAN STATIONING - - - - - - - - RIGHT-OF-WAY � , rn MM TAPER DATA NO. O STATION OFFSET FROM 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. O CL STATION OFFSET FROM fL 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, 4.21RT. 29+95.83, 2.01 LT. 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, 5.11 LT. TAPER DATA NO. O CE STATION OFFSET FROM CL 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. 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 30+00 PANAMA LANE cncnN TA. 29+88.85 C.L. TO STA. 36+29.77 C.L. SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 5' 31+00 32+00 33+00 34+00 35+00 36+00 LEGEND: REF. NO. CURVE TABLE iQ CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.05' 19.64' 88'57'30" 2 20.00' 31.42' 20.00' 90°00'00" 3 30.00' 47.40' 30.28' 90'31'59" 4 20.00' 31.30' 19.89' 89°40'39" 5 20.00' 31.53' 20.11' 90°19'23" 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' 168°34'36" 9 2.00' 1.70' 0.91' 48°42'50" 10 2.00' 6.28' - 180°00'00" LEGEND: REF. NO. DESCRIPTION ABBREVIATIONS iQ F.L. 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 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 SEWER LINE -SEE SEWER AND 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 FLOWLINE XEP EXISTING EDEGE OF PAVEMENT C.O.B. CITY OF BAKERSFIELD CURVE NUMBER FOR CURVE DESCRIPTION U EXISTING SURVEY MONUMENT AS DESCRIBED Qi FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. BY OTHERS. STD. ST -22. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -� FURNISH & INSTALL PUBLIC STREET LIGHT. PUBLIC STREET CENTERLINE LIGHT LUMINAIRES ARE TO BE "LED" AS SPECIFIED IN C.O.B. ITEM OF WORK - SEE SCHEDULE SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: PLAN FOR DETAILS. HOLOLPHANE LVUI SERIES; EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. LEO TEK GCI SERIES; TAPER NUMBER FOR TAPER DESCRIPTION - - - - - - CREE XSP SERIES OR APPROVED EQUAL. MEDIAN STATIONING -PANAMA LANE REF. NO. DESCRIPTION C.L. STATION iQ ANGLE POINT STA. 29+09.77, 7.00RT. Q2 BEGIN TAPER STA. 29+35.83, 7.32RT. 03 END TAPER STA. 30+25.83, 5.11 LT. ® ANGLE POINT STA. 31+61.15, 7.57LT. Q5 B.C. STA. 31+71.10, 9.77LT. A E.C. STA. 31+70.87, 11.75LT. Q7 ANGLE POINT STA. 29+09.77, 7.00LT. ® B.C. STA. 31+71.24, 10.17RT. LEGEND (CONT.): REF. NO. DESCRIPTION C.L. STATION Q9 EXISTING SEWER MANHOLE go CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, B.C. STA. 31+81.26, 8.29RT. Oj TO BE PAINTED PER CALTRANS STANDARD PLAN A24A STA. 32+27.07, 12.12LT. EXISTING WATER LINE E.C. STA. 32+28.54, 12.80LT. r%---- ANGLE POINT gT "STOP" MARKING PER CAL -TRANS STANDARDS B.C. ---- EXISTING EDGE OF PAVEMENT A E.C. 0 DRAIN SEWER MANHOLE -SEE SEWER AND STORM DRAIN PLAN 1r sm "BIKE LANE" MARKING PER CAL -TRANS STANDARDS s SEWER LINE -SEE SEWER AND NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS EXISTING FIBER OPTIC MARKER TO BE RELOCATED BY OTHERS. STORM DRAIN PLAN ST -17. M.D.B.M. FILED MAY 28, 1892. 17 PROPOSED SEWER LINE - SEE SEPARATE OFFSITE ALL PERMANENT STRIPING & PAVEMENT MARKINGS - - STORM DRAIN LINE -SEE SEWER SEWER PLAN FOR DETAILS. TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD TO BE RELOCATED. AND STORM DRAIN PLAN 18 FURNISH AND INSTALL SUMP FENCE PER C.O.B. SPECIFICATION SECTION 84, 2010 EDITION. EXISTING "CROSSING BUTTOM" TO BE RELOCATED. STANDARD DETAIL D-11. f� PROPOSED CATCH BASIN ® CURVE NUMBER FOR CURVE DESCRIPTION ---------------------= PROPOSED CURB & GUTTER ® BY OTHERS. SECTION 84, CURRENT EDITION. EASEMENT LEGEND - - CENTERLINE �0 PROPOSED MONUMENT SIGN -SEE ARCHITECTURAL ITEM OF WORK - SEE SCHEDULE PROPOSED EDGE OF PAVEMENT PLAN FOR DETAILS. 10 EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. OPROJECT TAPER NUMBER FOR TAPER DESCRIPTION - - - - - - - BOUNDARY R N SHEET 4.ODIFIED 11 REMOVED EXISTING A.C. PAVEMENT AND A.C. CURB. A FUTURE MEDIAN STATIONING - - - - - - - - RIGHT-OF-WAY DETAILS is FURNISH & INSTALL INTERCONNECT CONDUIT TB3 Tgs 1g6 SECTION DESIGNATION: FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SECTION LETTER FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ` "R1-1" - STOP SHEET WHERE SECTION IS SHOWN 2 "R4-7" - KEEP RIGHT Elf MEDIAN STATIONING -PANAMA LANE REF. NO. DESCRIPTION C.L. STATION Q9 E.C. STA. 31+71.26, 8.17RT. A B.C. STA. 31+81.26, 8.29RT. Oj P.R.C. STA. 32+27.07, 12.12LT. 0 E.C. STA. 32+28.54, 12.80LT. 0 ANGLE POINT STA. 32+39.77, 13.00LT. O B.C. STA. 35+53.77, 13.00LT. A E.C. STA. 35+53.77, 9.00LT. Q BEGIN TAPER STA. 32+39.77, 11.00RT. BY CITY ENGINEER. END TAPER STA. 33+59.77, 9.00LT. 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 37+00 Z�, DETAIL ELIMINATED CMP RISER OUTLET STRUCTURE SCALE: NONE R/W 1 1' L.S. 6, I I 2% T- PROPOSED 5.5' WIDE-` SIDEWALK PROPOSED CURB & GUTTER REVISION �/// (''�/sAPPROVED BY: �Z ` BLAI E NEPTUNE R.C.E. 55102 REVISION APPROVED BY:AaAxoA...J�&_ MARIAN SHAW C.E. IV DATE R.C.E. 32178 1=6724 SF An -AA CC NOTE:. I' N00°53'12"E 75.19' DRAIN LINE FROM CATCH BASIN TOI TEMPORARY SUMP TO BE REMOVED 1 BEGIN 18" DRAIN LINE AT TIME OF PERMANENT SUMP 1 1 STA. 30+98.15, C.L. 55.3K -T. CONSTRUCTION I I I I _'�-FU UTU E GUI7& GU1•TER --- -- --- --------- ---7----- --- -- - --- SUMP CALCULATION VOLUME REQUIRED: VOLUME PROVIDED: DRAINAGE AREA = 205,603 SF = Al+3(52)+A3 x 6' (depth) / 43560 sf 0.15 x 0.93 x 205603 SF VOLUME = 43560 SF = 6724+3(4900)+3364 5 x 6' (depth) / 43560 sf VOLUME REQUIRED: 0.66 AC FT VOLUME PROVIDED = 0.683 AC FT DETAIL "D" n SCALE: 1 " CONSTRUCTION NOTES: a J CONSTRUCTION NOTES-CONT'D.: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 TO BE REMOVED ¢ a AND REPAVED LIQ NOTES: 13 FURNISH AND INSTALL LED 100 WATT STREET LIGHT O 2 CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD. X PER C.O.B. SPECIAL PROVISIONS SECTION 86-6.01. 1. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER ® 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, 14 HANDICAP PARKING SIGNAGE ON SITE ENTRANCE - O CONSTRUCT HANDICAP RAMP PER C.O.B. STANDARD ST -10. 2. PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" SEE GRADING PLAN FOR DETAILS. ® SAWCUT EXISTING PAVEMENT AT CENTERLINE OR AS DIRECTED Q FIRE HYDRANT ASSEMBLY -SEE SEPARATE PLAN. TO 95% RELATIVE DENSITY PER C.O.B. STANDARD.5❑ BY CITY ENGINEER. 3. OLD RIVER CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. (:#LO)STANDARD 0 5 EXISTING FIBER OPTIC MARKER TO BE RELOCATED BY OTHERS. 1.25' AGG. BASE OVER 0.50' COMPACTED O.G. TO BE ST -17. M.D.B.M. FILED MAY 28, 1892. 17 PROPOSED SEWER LINE - SEE SEPARATE OFFSITE © EXISTING TRAFFIC SIGNAL LIGHT AND SIGNAL BOX TO BE 4. FOR SEWER SEWER PLAN FOR DETAILS. PER DOCUMENT NO. 0215117704 DATED 8/24/15, O.R. TO BE RELOCATED. - SEE SEPARATE OFFSITE WATER PLAN FOR DETAILS. 18 FURNISH AND INSTALL SUMP FENCE PER C.O.B. O7 EXISTING "CROSSING BUTTOM" TO BE RELOCATED. STANDARD DETAIL D-11. 1g PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT ® EXISTING GAS LINE MARKER TO BE REMOVED OR RELOCATED PER CALTRANS STANDARD SPECIFICATION ON BY OTHERS. SECTION 84, CURRENT EDITION. O EXISTING TRAFFIC SPEED SIGN TO BE RELOCATED. �0 PROPOSED MONUMENT SIGN -SEE ARCHITECTURAL PLAN FOR DETAILS. 10 EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. FURNISHEDAND INSTALLED CATCH BASIN R N SHEET 4.ODIFIED 11 REMOVED EXISTING A.C. PAVEMENT AND A.C. CURB. ( PROPOSED POWER POLE -SEE ELECTRICAL PLAN FO 12 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENINGS DETAILS PER C.O.B. STD. D-14. 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 VARIES 61'-71' VARIES 5464' ' VARIES ±40.5'-±50.5' 113.5' a J SECTION "C" tic EXIST. A.C. PAVEMENT @ TO BE REMOVED ¢ a AND REPAVED LIQ NOTES: W J en z X EASEMENT LEGEND (CONT.): 1. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER ® 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, EXISTING L-0.45' A.C. PAVING R VALUE = 24 1.25' AGG. BASE IT = 9 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY. SECTION A SCALE: NONE 3 354 352 350 348 346 344 342 340 338 336 334 332 330 328 01_16_144 326 SECTION "B" B SCALE: HORIZONTAL 1" = 50' 3 VERTICAL 1" = 5' PAVEMENT 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED AUGUST 27, 1891. 20 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. R 50' EASEMENT TO PG&E FOR GAS PIPELINES PER INSTRUMENT NO. 02041 41 61 6 OF O.R. DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NII } SECTION "C" tic l"IkoSCALE: HORIZONTAL VERTICAL 1" = 5' NOTES: LiJ J en EASEMENT LEGEND (CONT.): 1. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER ® 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. RECORDED JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R. 2. PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" QUITCLAIMED PER DOC. NO. 0215026434 DATED 03/09/15. A.C. OVER 1.25' AGG. BASE OVER 0.50' COMPACTED O.G. TO BE (NOT SHOWN) COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STANDARD.5❑ 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT 3. OLD RIVER ROAD (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" PER KERN COUNTY LAND COMPANY SALES MAP FOR A.C. OVER 1.25' AGG. BASE OVER 0.50' COMPACTED O.G. TO BE SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED MAY 28, 1892. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STANDARD. © ADDITIONAL RIGHT-OF-WAY DEDICATION TO C.O.B. 4. FOR SEWER - SEE SEPARATE OFFSITE SEWER PLAN FOR DETAILS. PER DOCUMENT NO. 0215117704 DATED 8/24/15, O.R. 5• FOR WATER - SEE SEPARATE OFFSITE WATER PLAN FOR DETAILS. F71 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER EASEMENT LEGEND DOCUMENT NO. 0215117705 DATED 8/24/15- O.R_ 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED AUGUST 27, 1891. 20 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. R 50' EASEMENT TO PG&E FOR GAS PIPELINES PER INSTRUMENT NO. 02041 41 61 6 OF O.R. DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NII } LiJ J en V) z o� �o- >> W ? �z Q Elf 0 Ln a 0 in N t O _ .. . _ _ , I 6 _ T m < _ u 1; 1 I S00 21 13 W ' p 98. 6 � 18 1 08 ° p 1y 8 f 18 DRAIN e< I I k�k I f' NOODRAI4"E82.0�_.._ E-- ----------- ---------- --- --- - - -'' _S89'38'47�E 9.50' ----- - --- ---------�---- - r _ . f 6 - -- ---- -- ---- - - --------------------- - _ - - qr - -- _ # ? - y OLD EVER ROAD - FUTURE MEDIAN , 2 <- B 1 5 8 4 1 <, 4 - - - = $s -- - 4 5 16 ❑ _ T - -} 13+00� . ___- �- - --�"- ---- -14+00.----_ _�! =� 15+00 4 �,_- - � - - - - �- - 11+00 ----_...___ - - -�- _._. 1 g �s+oo - ^` 1a+oa - - - - -- - - r 1g �- FUTURE MEDIAN 844.01 -------- ---- --- -- _ ___ 4 '__ -- -1 f _ - _ - - - - - - - - � - - - 77 ,r ,. r. -M ------}- -- --- =-- -- G- --- - - 15 CD r o EXISTING 2" THICK W M 0i � � 4_ I( N o A.C. DUST CONTROL zz `rz O f -" : r o �z SHOULDER TO BE REMOVED J� S.E. COR. SEC. 19, 30/27 FD. GP5 _ �o _� p OLD RIVER ROAD KCS CONC. MONT. IN L.H.IPE 5� I /_j - �.� a LOU') STA. 10+00.00 C.L. TO STA. 16+24.70 C.L, KCS FILED MAP NO. 7-1 r �. z .4 � a 4 - BK. s, PG.28. � a4-� O NN SCALE: HORIZONTAL 1" = 50' r I oo VERTICAL 1" = 5' 1 C I odd I PANAMA LANE 1 mcn � 1. SEE SHEET 3R ` /� �- r 9 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 10d L-,-1 _ R/W 55'-71' 48'-64' I CURVE TABLE NA,o CURVE RADIUS LENGTH TANGENT DELTA 6' 139' 125' 0 30.00' 47.40' 30.28' 90'31'59" EXIST. A.C. PAVEMENT @ Lu>+ N TO BE REMOVED >. 11 20.00 31.23 19.81' 89'28'01 w a AND REPAVED z_ LL; 12 20.00 31.60' 20.19 90°32'00„ J X10 3 Lu n 13 20.00' 31.78' 20.37' 91'02'30" 0 Lu J _ EXi _ STf n - o . / .. ri 2% 3% ,r,. • "-,,,yf.*�; ;��,�,�,-,,-, PAVEMENT 14 20.00' 31.05 19.64 88°57 30 PROPOSED 5.5' WIDE 2.00' 6.28 180°00 00 �� 16 1.00' 3.14' - 180`00'00„ SIDEWALK 0.45' A.C. PAVING PROPOSED CURB 1.25' AGG. BASE 17 1.00' 3.14' - 180°00'00" & GUTTER R VALUE = 24 LO.50' COMPACTED O.G. TO TI = 9 95% RELATIVE DENSITY. 18 2.00' 1.50' 0.79' 43°04'32" SECTION 1E SCALE: NONE 4 LEGEND: LEGEND (CONT.,_ ABBREVIATIONS EXISTING SEWER MANHOLE CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE TO BE PAINTED PER CALTRANS STANDARD PLAN A24A C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE EXISTING WATER LINE 'f" --u'=---- EXISTING EDGE OF PAVEMENT "STOP" MARKING PER CAL -TRANS STANDARDS ELEV. ELEVATION E.V.C. END VERTICAL CURVE _.__-- - -- - B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION ® DRAIN SEWER MANHOLE -SEE SEWER s m "BIKE LANE" MARKING PER CAL -TRANS STANDARDS E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE AND STORM DRAIN PLAN a= B.C. BEGIN CURVE G.B. GRADE BREAK s SEWER LINE -SEE SEWER AND NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS E.C. END CURVE TC TOP OF CURB STORM DRAIN PLAN ALL PERMANENT STRIPING &PAVEMENT MARKINGS P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT _ _ D STORM DRAIN LINE -SEE SEWER OF VERTICAL CURVE FC FINISH CONCRETE AND STORM DRAIN PLAN TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE SPECIFICATION SECTION 84, 2010 EDITION. PA PROPERTY LINE R/W RIGHT-OF-WAY PROPOSED CATCH BASIN E.P. EDGE OF PAVEMENT M.H. MANHOLE ® CURVE NUMBER FOR CURVE DESCRIPTION EX. EXISTING INV. INVERT =____________________= PROPOSED CURB & GUTTER C/G CURB & GUTTER S/W SIDEWALK _ _ _ ® EASEMENT LEGEND CENTERLINE IRR IRRIGATION FH FIRE HYDRANT XFL EXISTING FLOWLINE XEP EXISTING EDEGE OF PAVEMENT ,/ ,/ ® ITEM OF WORK -SEE SCHEDULE PROPOSED EDGE OF PAVEMENT C.O.B. CITY OF BAKERSFIELD O TAPER NUMBER FOR TAPER DESCRIPTION I,) EXISTING SURVEY MONUMENT AS DESCRIBED - - - - - - - - PROJECT BOUNDARY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. --- -- --- RIGHT-OF-WAY ® FUTURE MEDIAN STATIONING STD. ST -22. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. IC FURNISH & INSTALL INTERCONNECT CONDUIT SECTION DESIGNATION: -ca- FURNISH & INSTALL PUBLIC STREET LIGHT. PUBLIC STREET 3 s s FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT LIGHT LUMINAIRES ARE TO BE "LED" AS SPECIFIED IN C.O.B. TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SECTION LETTER SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _ _ _ _ A HOLOLPHANE LVUI SERIES; 2 LEO TEK GCI SERIES; "Rt -1" - STOP SHEET WHERE SECTION IS SHOWN CREE XSP SERIES OR APPROVED EQUAL. "R4-7" - KEEP RIGHT MEDIAN STATIONING -OLD RIVER ROAD REF. NO. DESCRIPTION C.L. STATION Oj B.C. n A E.C. Q M II STA. 12+70.00, 9.00RT. A ! 21 Q B.C. w A E.C. STA. 15+33.51, 7.26LT. A BEGIN TAPER STA. 12+79.61, 13.00RT. A END TAPER STA. 13+99.61, 8.88LT. A B.C. STA. 15+33.32, 8.39RT. A E.C. STA. 15+33.35, 10.39RT. 10.84LT. wa 1g PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT ® EXISTING GAS LINE MARKER TO BE REMOVED OR RELOCATED PER CALTRANS STANDARD SPECIFICATION ON Lei BY OTHERS. II II ® EXISTING TRAFFIC SPEED SIGN TO BE RELOCATED. �0 PROPOSED MONUMENT SIGN -SEE ARCHITECTURAL > PLAN FOR DETAILS. 10 EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. ( 21)FURNISHED AND INSTALLED MODIFIED CATCH BASIN PER DETAIL "1" ON SHEET 4. 11 REMOVED EXISTING A.C. PAVEMENT AND A.C. CURB. © PROPOSED POWER POLE -SEE ELECTRICAL PLAN FOR 12 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENINGS ADETAILS PER C.O.B. STD. D-14. 23 FURNISH AND INSTALL INTERCONNIrCT CONDOIT AND z FULL 5OXES FI=R G.0.E? . S-rA JJ�AkDS T33 LL O UJ J o� CD 0 0 0 0 z 06 LL. LL T C- a m 4 F - 0 w J Lam' 0 Q U a V) zJ o h O O d' t i z o o II II ii II 1- II 11 II >> II p Lu m rn J h 4 M to 00 o N Vy II o ¢ (SJ > O cfl J QO m J o O z J rb o M M N Z O r- \ J O v7 cn r- J O F- J II h- O U' II F- II F- II I-- O 2' F - II W J -j J M W Z_ m M Z M (� II O J o O O O J N cn J M J O J O cn J U L,_. ULA Z D W z J ¢ II w �� J J m co co O in �z Q W �> U f h cn h O O o z O �z ¢ m J J L+ J U _ U Uw > UO U W Q m J 'S CO _ m O O Q 0 m 170 UU J 111 Q 00.4 m m °°°° -r ,. W J Z -r J J J J J Z J 2 J J W J J W h U LA m LA !b co W PANAMA LANE (n W Z d� -' ¢ �� W li ¢ �� of of hh �''� c3 Ll_ v J UO U Cwt. Uw >¢ S` SEE SHEET 3 V'h Ln M �� d Ib 170 0 2 Q to U Y LAIC) 0_ hh ¢ O D d � W J f- J - • �i Uw - Uw JJ W 0 JJ JJ -iJ w � J J ¢ + + + + 2 c0 d <Y p w Cfl( - J W 0000 d-�t� �� LA,C) O] N h O 01 Q7 O Z hh Q1 07 ¢ d- d' U 00 t� O O U L.. Ci ti U L� C --i LL i- CJ L, J¢ r I N I j . 7• ��� 00 '22 w + w� to 00 =m ++ N ++ ++ NN �(6 - 4th r fid- 0:: hh MMZOO 0 0 n (('��••n PARCELL OO 4 -lb 6ih NN O� to CO O U Zi I3 I 2' '� M O .., - N � NNJ NN- CIICN- tY D .T� D hm 00 NN M Q porn w MML� 00 Z � Ln LA LC)cfl M07 a0 00 � 00 2 00 LA to Ota ti-- ~ti, I 54 : !° v ¢ Q ¢ ¢ W - i o _- - =-- _ - -=o � �: O_' -Q'Q ++ N N i + + M N + + _ + + ,� + + 2 + +I I /I'��� ('� /'`� ) P P.M.W..� /J J JU r J d f LJ I W In In r- w tri r -i O L -i u) N zoo w 4 4 �-3 V- V vv Q j i N , I; I I'� : i!; ;} ; m N N W Vl'Cn W [� D t� ¢ z � _z �¢ QQ 22 O ¢¢. o t -I -ow W CJ m �n .- r .-•- M M m M rr1 - M M p ��MM `- o jw- w�� CERT. OF COMPLIANCE N0. m ++ �'�' ++ '�"s' O cn ++ w N ++ O 2 N N ++ 2 LA LA ¢ ++ 2 Wm d + ++ z r o r uI I r 61 tl+ - W cn c� c7 Ln U) z a m cnxn (n Cn c i Q¢ ,¢ a Lj C3 Q Q O Q QQc� J 0204141076, O.R. OtA (�O hh hh 22 o m ao o o� L;I I ° I ° ,i: f':` I L,J(n�0]�~LL1wN �r��QNB �;�`� L;�Q I ¢-. L) ON i , I c�' I I I r I I I Q I ?I t i f �` ! 3 14 m Cn Cn W N N - I H Id-- cncn U LL; !- F- (n cn /b Z Q rCD F- cn cn W¢ m cn m z z W W F- F- VI (l1 i N �_ + `' 1 F//=LJ� w °° ..;' 3 II z Q Q r ? I s� „_s 1 2 3 v 23 c N cn r Lam= �Y 2�j FUTURE SIDEWALK t O _ .. . _ _ , I 6 _ T m < _ u 1; 1 I S00 21 13 W ' p 98. 6 � 18 1 08 ° p 1y 8 f 18 DRAIN e< I I k�k I f' NOODRAI4"E82.0�_.._ E-- ----------- ---------- --- --- - - -'' _S89'38'47�E 9.50' ----- - --- ---------�---- - r _ . f 6 - -- ---- -- ---- - - --------------------- - _ - - qr - -- _ # ? - y OLD EVER ROAD - FUTURE MEDIAN , 2 <- B 1 5 8 4 1 <, 4 - - - = $s -- - 4 5 16 ❑ _ T - -} 13+00� . ___- �- - --�"- ---- -14+00.----_ _�! =� 15+00 4 �,_- - � - - - - �- - 11+00 ----_...___ - - -�- _._. 1 g �s+oo - ^` 1a+oa - - - - -- - - r 1g �- FUTURE MEDIAN 844.01 -------- ---- --- -- _ ___ 4 '__ -- -1 f _ - _ - - - - - - - - � - - - 77 ,r ,. r. -M ------}- -- --- =-- -- G- --- - - 15 CD r o EXISTING 2" THICK W M 0i � � 4_ I( N o A.C. DUST CONTROL zz `rz O f -" : r o �z SHOULDER TO BE REMOVED J� S.E. COR. SEC. 19, 30/27 FD. GP5 _ �o _� p OLD RIVER ROAD KCS CONC. MONT. IN L.H.IPE 5� I /_j - �.� a LOU') STA. 10+00.00 C.L. TO STA. 16+24.70 C.L, KCS FILED MAP NO. 7-1 r �. z .4 � a 4 - BK. s, PG.28. � a4-� O NN SCALE: HORIZONTAL 1" = 50' r I oo VERTICAL 1" = 5' 1 C I odd I PANAMA LANE 1 mcn � 1. SEE SHEET 3R ` /� �- r 9 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 10d L-,-1 _ R/W 55'-71' 48'-64' I CURVE TABLE NA,o CURVE RADIUS LENGTH TANGENT DELTA 6' 139' 125' 0 30.00' 47.40' 30.28' 90'31'59" EXIST. A.C. PAVEMENT @ Lu>+ N TO BE REMOVED >. 11 20.00 31.23 19.81' 89'28'01 w a AND REPAVED z_ LL; 12 20.00 31.60' 20.19 90°32'00„ J X10 3 Lu n 13 20.00' 31.78' 20.37' 91'02'30" 0 Lu J _ EXi _ STf n - o . / .. ri 2% 3% ,r,. • "-,,,yf.*�; ;��,�,�,-,,-, PAVEMENT 14 20.00' 31.05 19.64 88°57 30 PROPOSED 5.5' WIDE 2.00' 6.28 180°00 00 �� 16 1.00' 3.14' - 180`00'00„ SIDEWALK 0.45' A.C. PAVING PROPOSED CURB 1.25' AGG. BASE 17 1.00' 3.14' - 180°00'00" & GUTTER R VALUE = 24 LO.50' COMPACTED O.G. TO TI = 9 95% RELATIVE DENSITY. 18 2.00' 1.50' 0.79' 43°04'32" SECTION 1E SCALE: NONE 4 LEGEND: LEGEND (CONT.,_ ABBREVIATIONS EXISTING SEWER MANHOLE CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE TO BE PAINTED PER CALTRANS STANDARD PLAN A24A C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE EXISTING WATER LINE 'f" --u'=---- EXISTING EDGE OF PAVEMENT "STOP" MARKING PER CAL -TRANS STANDARDS ELEV. ELEVATION E.V.C. END VERTICAL CURVE _.__-- - -- - B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION ® DRAIN SEWER MANHOLE -SEE SEWER s m "BIKE LANE" MARKING PER CAL -TRANS STANDARDS E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE AND STORM DRAIN PLAN a= B.C. BEGIN CURVE G.B. GRADE BREAK s SEWER LINE -SEE SEWER AND NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS E.C. END CURVE TC TOP OF CURB STORM DRAIN PLAN ALL PERMANENT STRIPING &PAVEMENT MARKINGS P.I.V.C. POINT OF INTERSECTION TP TOP OF PAVEMENT _ _ D STORM DRAIN LINE -SEE SEWER OF VERTICAL CURVE FC FINISH CONCRETE AND STORM DRAIN PLAN TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE SPECIFICATION SECTION 84, 2010 EDITION. PA PROPERTY LINE R/W RIGHT-OF-WAY PROPOSED CATCH BASIN E.P. EDGE OF PAVEMENT M.H. MANHOLE ® CURVE NUMBER FOR CURVE DESCRIPTION EX. EXISTING INV. INVERT =____________________= PROPOSED CURB & GUTTER C/G CURB & GUTTER S/W SIDEWALK _ _ _ ® EASEMENT LEGEND CENTERLINE IRR IRRIGATION FH FIRE HYDRANT XFL EXISTING FLOWLINE XEP EXISTING EDEGE OF PAVEMENT ,/ ,/ ® ITEM OF WORK -SEE SCHEDULE PROPOSED EDGE OF PAVEMENT C.O.B. CITY OF BAKERSFIELD O TAPER NUMBER FOR TAPER DESCRIPTION I,) EXISTING SURVEY MONUMENT AS DESCRIBED - - - - - - - - PROJECT BOUNDARY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. --- -- --- RIGHT-OF-WAY ® FUTURE MEDIAN STATIONING STD. ST -22. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. IC FURNISH & INSTALL INTERCONNECT CONDUIT SECTION DESIGNATION: -ca- FURNISH & INSTALL PUBLIC STREET LIGHT. PUBLIC STREET 3 s s FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT LIGHT LUMINAIRES ARE TO BE "LED" AS SPECIFIED IN C.O.B. TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SECTION LETTER SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _ _ _ _ A HOLOLPHANE LVUI SERIES; 2 LEO TEK GCI SERIES; "Rt -1" - STOP SHEET WHERE SECTION IS SHOWN CREE XSP SERIES OR APPROVED EQUAL. "R4-7" - KEEP RIGHT MEDIAN STATIONING -OLD RIVER ROAD REF. NO. DESCRIPTION C.L. STATION Oj B.C. STA. 10+76.00, 9.00RT. A E.C. STA. 10+76.00, 13.00RT. 0 BEGIN TAPER STA. 12+70.00, 9.00RT. A END TAPER STA. 13+90.00, 11.00LT. 0 B.C. STA. 15+33.53, 9.26LT. A E.C. STA. 15+33.51, 7.26LT. A BEGIN TAPER STA. 12+79.61, 13.00RT. A END TAPER STA. 13+99.61, 8.88LT. A B.C. STA. 15+33.32, 8.39RT. A E.C. STA. 15+33.35, 10.39RT. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 -00 OIC zN w Q / A #4 TOT. 4 ANGLE TC 6 MATCH CURB Fa( --I I-12" MIN. DETAIL A ALHAMBRA FOUNDRY NO. A-1254 MANHOLE FRAME & COVER, OR EQUAL. SET TO GRADE AS DIRECTED BY THE ENGINEER, SEE NOTE 8.----_ 9 rUUNUKT A-J`JI1 Bh" CURB ANGLE A I 2 4 I 1 �DETAIL a OPENW I i 1. ALL CONCRETE TO BE CLASS "A" CONCRETE. Y N -+-'1 2. WALL REINFORCING NOT REQUIRED WHEN H=8' OR LESS AND THE I�� UNSUPPORTED WIDTH OR LENGTH = 7' OR LESS. WALLS EXCEEDING - -T- THESE LIMITS SHALL BE REINFORCED WITH NO. 4 BARS AT 18" CENTERS PLACED 11A" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE - -+- SHOWN. 3. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION i SEE DETAIL "A" FOR FLAN REINFORCING AROUND PIPE. 4' L REINFORCING UNLESS OTHERWISE TFSTOF TO BE #5 8" O.C. 11/2" CLEAR A 5. SUPPORT BOLTS SHALL BE INSTALLED WHEN LENGTH OF OPENING EXCEEDS D= 7' MIN. 7'-O" AND SHALL BE SPACED AT NOT MORE THAN 7'-0" O.C. AND NOT I -s 12-0 LESS THAN 5 -0 O.C. FACE ANGLE MATCH GUTTER UP-SLOPE6. WHEN STRUCTURE IS LOCATED WITHIN CURB RETURN, THE CURB ANGLE (SEE DETAIL B) ELEVATION TO MATCH ADJACENT STREET GRADE SHALL BE FABRICATED IN CHORD SECTIONS OF EQUAL LENGTH NOT TO !-CURB E EXCEED 4 FEET WITH ONE SUPPORT BOLT AT EACH ANGLE POINT. WHEN "W" G 5 FT. THE CURB ANGLE MAY BE FABRICATED STRAIGHT. ° 7. WALL THICKNESS, T=6" EXCEPT: U � O o ui un H > 8', T=8" W > 8', T=8"(FRONT & BACK WALLS ONLY.) #4 ® 18" G.C. � = My D > 8', T=8"(SIDE WALLS ONLY.) T z z 8. LOCATION OF FRAME AND COVER TO BE DETERMINED BY THE ENGINEER. r mm 9. CAST -IN-PLACE OR PRECAST ALTERNATIVE IS OPTIONAL WITH CONTRACTOR SEE SECTION 51-102 OF STANDARD SPECIFICATIONS. 12" 12- <-A MODIFIED TYPE "A" CATCH BASIN 4 N.T.S. A REVISION2 , ( /6- APPROVED BY: BL NE NEPTUNE R.C.E. 55102 REVISION A"AA, APPROVED BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 354 �fle 352 ° 33.2 ` 350' � ��.< _•fv _�;�'�`�: 348 346 t �CJEC�� , . � �� •% 344 ; MEDIAN STATIONING -OLD RIVER ROAD REF. NO. DESCRIPTION C.L. STATION Qj ANGLE POINT STA. 17+20.00, 7.00RT. Q OL ul STA, 17+20.00, 7.00LT. Q M B.C. ly _j Z UI Jr 0 E.C. STA. 15+48.32, 8.12RT. c0 POINT ON MEDIAN - PROJECT BOUNDARY r ,d1 QPOINT o STA. 18+44.01, 7.00LT. Qlel�,2 m NZN SEWER PLAN FOR DETAILS. 9.75LT. ow 'fig FURNISH AND INSTALL SUMP FENCE PER C.O.B. O7 EXISTING "CROSSING BUTTOM" TO BE RELOCATED. >a 10.84LT. wa 1g PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT ® EXISTING GAS LINE MARKER TO BE REMOVED OR RELOCATED Q / A #4 TOT. 4 ANGLE TC 6 MATCH CURB Fa( --I I-12" MIN. DETAIL A ALHAMBRA FOUNDRY NO. A-1254 MANHOLE FRAME & COVER, OR EQUAL. SET TO GRADE AS DIRECTED BY THE ENGINEER, SEE NOTE 8.----_ 9 rUUNUKT A-J`JI1 Bh" CURB ANGLE A I 2 4 I 1 �DETAIL a OPENW I i 1. ALL CONCRETE TO BE CLASS "A" CONCRETE. Y N -+-'1 2. WALL REINFORCING NOT REQUIRED WHEN H=8' OR LESS AND THE I�� UNSUPPORTED WIDTH OR LENGTH = 7' OR LESS. WALLS EXCEEDING - -T- THESE LIMITS SHALL BE REINFORCED WITH NO. 4 BARS AT 18" CENTERS PLACED 11A" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE - -+- SHOWN. 3. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION i SEE DETAIL "A" FOR FLAN REINFORCING AROUND PIPE. 4' L REINFORCING UNLESS OTHERWISE TFSTOF TO BE #5 8" O.C. 11/2" CLEAR A 5. SUPPORT BOLTS SHALL BE INSTALLED WHEN LENGTH OF OPENING EXCEEDS D= 7' MIN. 7'-O" AND SHALL BE SPACED AT NOT MORE THAN 7'-0" O.C. AND NOT I -s 12-0 LESS THAN 5 -0 O.C. FACE ANGLE MATCH GUTTER UP-SLOPE6. WHEN STRUCTURE IS LOCATED WITHIN CURB RETURN, THE CURB ANGLE (SEE DETAIL B) ELEVATION TO MATCH ADJACENT STREET GRADE SHALL BE FABRICATED IN CHORD SECTIONS OF EQUAL LENGTH NOT TO !-CURB E EXCEED 4 FEET WITH ONE SUPPORT BOLT AT EACH ANGLE POINT. WHEN "W" G 5 FT. THE CURB ANGLE MAY BE FABRICATED STRAIGHT. ° 7. WALL THICKNESS, T=6" EXCEPT: U � O o ui un H > 8', T=8" W > 8', T=8"(FRONT & BACK WALLS ONLY.) #4 ® 18" G.C. � = My D > 8', T=8"(SIDE WALLS ONLY.) T z z 8. LOCATION OF FRAME AND COVER TO BE DETERMINED BY THE ENGINEER. r mm 9. CAST -IN-PLACE OR PRECAST ALTERNATIVE IS OPTIONAL WITH CONTRACTOR SEE SECTION 51-102 OF STANDARD SPECIFICATIONS. 12" 12- <-A MODIFIED TYPE "A" CATCH BASIN 4 N.T.S. A REVISION2 , ( /6- APPROVED BY: BL NE NEPTUNE R.C.E. 55102 REVISION A"AA, APPROVED BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 354 �fle 352 ° 33.2 ` 350' � ��.< _•fv _�;�'�`�: 348 346 t �CJEC�� , . � �� •% 344 ; MEDIAN STATIONING -OLD RIVER ROAD REF. NO. DESCRIPTION C.L. STATION Qj ANGLE POINT STA. 17+20.00, 7.00RT. Q ANGLE POINT STA, 17+20.00, 7.00LT. 0 B.C. STA. 15+89.57, 8.58LT. _j Z P.R.C. STA. 15+88.20, 8.04LT. 0 E.C. STA. 15+48.32, 8.12RT. d POINT ON MEDIAN - PROJECT BOUNDARY STA. 18+44.01, 7.00RT. QPOINT ON MEDIAN - PROJECT BOUNDARY STA. 18+44.01, 7.00LT. 342; 340= i 338= 336; 334' 33211 1 3301 ONSITE PARKING ONSITE IDSdAPING u INSTALL 0.50 LF OF 18" RGJ-RCP @ -10.13% CONSTRUCTION NOTES: CONSTRUCTION NOTES-CONT'D.: �j CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 i 0 2 CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD. Lo o nN^M 0 8.22RT. --Q-- --Z�Z_ O3 M SEE GRADING PLAN FOR DETAILS. _j Z U J W � ���.< am - L` h j AWL` o U W to t 0 2 d EXISTING FIBER OPTIC MARKER TO BE RELOCATED BY OTHERS. w� tiN U N.. J WZ Jw W J O�,-¢2 0,,.� MOf w �>w Qlel�,2 m NZN INSTALL 0.50 LF OF 18" RGJ-RCP @ -10.13% CONSTRUCTION NOTES: CONSTRUCTION NOTES-CONT'D.: �j CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 13 FURNISH AND INSTALL LED 100 WATT STREET LIGHT O 0 2 CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD. PER C.O.B. SPECIAL PROVISIONS SECTION 86-6.01. 12+85.00, 8.22RT. 14 HANDICAP PARKING SIGNAGE ON SITE ENTRANCE - O3 CONSTRUCT HANDICAP RAMP PER C.O.B. STANDARD ST -10. SEE GRADING PLAN FOR DETAILS. ® SAWCUT EXISTING PAVEMENT AT CENTERLINE OR AS DIRECTEDQ FIRE HYDRANT ASSEMBLY -SEE SEPARATE PLAN. 5.1 OR T. BY CITY ENGINEER. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. 16 STANDARD ST O EXISTING FIBER OPTIC MARKER TO BE RELOCATED BY OTHERS. -17. 7.09LT. 13+60.00, 1: PROPOSED SEWER LINE - SEE SEPARATE OFFSITE ® EXISTING TRAFFIC SIGNAL LIGHT AND SIGNAL BOX TO BE SEWER PLAN FOR DETAILS. 9.75LT. TO BE RELOCATED. 'fig FURNISH AND INSTALL SUMP FENCE PER C.O.B. O7 EXISTING "CROSSING BUTTOM" TO BE RELOCATED. STANDARD DETAIL D-11. 10.84LT. 13+90.00, 1g PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT ® EXISTING GAS LINE MARKER TO BE REMOVED OR RELOCATED PER CALTRANS STANDARD SPECIFICATION ON Lei BY OTHERS. SECTION 84, CURRENT EDITION. ® EXISTING TRAFFIC SPEED SIGN TO BE RELOCATED. �0 PROPOSED MONUMENT SIGN -SEE ARCHITECTURAL > PLAN FOR DETAILS. 10 EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. ( 21)FURNISHED AND INSTALLED MODIFIED CATCH BASIN PER DETAIL "1" ON SHEET 4. 11 REMOVED EXISTING A.C. PAVEMENT AND A.C. CURB. © PROPOSED POWER POLE -SEE ELECTRICAL PLAN FOR 12 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENINGS ADETAILS PER C.O.B. STD. D-14. 23 FURNISH AND INSTALL INTERCONNIrCT CONDOIT AND Co FULL 5OXES FI=R G.0.E? . S-rA JJ�AkDS T33 SECTION "F" F SCALE: NONE 4 354 ATS t t-0LtND- 352 ¢I- --- ; 350 J ¢ I -- -Z --- 1348 CL i - 346 I i 8" `DRAIN _ 344 -r 342 CD � �o W M °O I Ln Lin r 340 Jls.l� Z iN ���. U Lo_. ----=1 338 + 2' d-.> 336 IW � BIW 2 o> =�s 334 I - - - j 332 330 TAPER DATA NO. O STATION OFFSET FROM 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, 5.1 OR T. 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. TAPER DATA NO. O STATION OFFSET FROM 12+79.61, 13.00RT. 12+84.61, 12.91 RT. 12+89.61, 12.66RT. 12+94.61, 12.23RT. 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, 3.41 LT. 13+64.61, 4.69LT. 13+69.61, 5.81 LT. 13+74.61, 6.75LT. 13+79.61, 7.52LT. 13+84.61, 8.11 LT. 13+89.61, 8.54LT. 13+94.61, 8.80LT. 13+99.61, 8.88LT. NOTES: 1. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 2. PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE W 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. 3. OLD RIVER ROAD (ARTERIAL) - PAVEMENT TO BE 0.45' 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. 4• FOR SEWER - SEE SEPARATE OFFSITE SEWER PLAN FOR DETAILS. 5• FOR WATER - SEE SEPARATE OFFSITE WATER PLAN FOR DETAILS. EASEMENT LEGEND: 1❑ 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED AUGUST 27, 1891. 2❑ 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. 02041 41 61 6 OF O.R. TAPER DATA NO. O q STATION OFFSET FROM q 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. EASEMENT LEGEND (CONT. ® 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, RECORDED JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R. QUITCLAIMED PER DOC. NO. 0215026434 DATED 03/09/15. (NOT SHOWN) 5❑ 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER KERN COUNTY LAND COMPANY SALES MAP FOR SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED MAY 28, 1892. ® ADDITIONAL RIGHT-OF-WAY DEDICATION TO C.O.B. PER DOCUMENT NO. 0215117704 DATED 8/24/15, O.R. TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOCUMENT NO. 0215117705 DATED 8/24/15, O.R. DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA m 0 ro Q o z Do I U O Z LL Q J J Q d W U 00 � D � J w to o L, 10 0 cn 04 tY W Y Q m co cn r J W Z 0 Q U v Q 2 - 0 o W � 1 cc aC Z LUO M a m O Lei a Lu J > WLu 0 >' F- Q Z W cr LU [L Co LL O UJ J o� 2 0 0 0 LL. LL T C- a m 4 0 w J 0 Q U a V) zJ LD F- >> Lu m �Zz Elf a C 0 Nz D o ca 'S Q 0 CN 111 Q W W N N IL0 W Z 0 Q U CIL Q 2 - 0 o W � d: cc aC Z LUO M a m O Lei Cf)W Lu J > WLu >' F- Q Z W cr LU [L Co LL O UJ J o� 55 0 0 0 LL. LL T C- a m O 0 w J 0 Q U a W W N N IL0 � o CID ul 04 W) JCJD F'- aU M V ui ~Q Lq Lo Wm kc) � W OD O N J m_j W+ IS L V O to X J U Nm N PA1.W.04-0407 3+ W M CEF4f. OF COMPLIANCE NO. Z NM�3 ._j 020414EM OR Uto 00 L, LLJ In 000 m W N �ZN W+ 31 I ; : ; ; , zz a c R 7A mmm to zi.i Na R -1 619X2 m +I FUTURE CURB & GUTTER = N.1/4 COR. SEC. 30, 30/27 FD. KCSNEW EP 19 31 0 _ NEIN DETAIL 38 31 RELOCATED TRAFFIC SIGN CONC. MONT. IN LH. PER KCS FILED -------------- ------ ----- - -- co DES S � ^ -- p►L 2iBt-------------------------------- --- R REMOVE EXIST. DETAIL 276(T)---- _ S89'06'48`E - 29+oo BASIS OF BEARINGI. 30+00 31+00 32+00 M Ir -- -- 3+00 - ---+- _--+�-__ 629.8: 44 A I j EXISTING E.P. - 31 i M°_-___- --_-_------------ -_------- ---------------- i-----------------------------------------------------------------------------_ _ -------------------- — - - ATT MANHOLE`S PP (CAN I RiM=359.OS N J N ^M AGFCULTUFtE I PANAMA LANE LOT 3 SALES MAP OF 1 AC�ICULTURE o _j LANDS OF KERN COUNN LAND CCWAW STRIPING PLAN L�2 '"'CAP OFOUN Xcj LAND COMPANY W N STA. 29+88.94 C.L. TO STA. 36+29.77 C.L. -' r- SCALE: HORIZONTAL 1" = 50' M cnf DZ W _H 10 J J wZ H O 0 CV �J 4N Lo F^ wa PANAMA LANE �° �' Q Q 0 �a STRIPING -SEE ABOVE -+ � N ", � 'm' -i � J v O z ; , r`- IQ �p d v �p J oa a m 1!1 a a E >NN� - I OOI I I D 2—j 1 11 I I arn � p I �` I w�. 3+ ZZ v v 11 c� . I c> Z► z � 3 `L so- z itt, 4' PARCEL 'C' F g a\ if ,, C Q R4- A I PMW. 04-04M $+ ;� I I m � 31 m �,�� W / Rt -1 - ` 02204M7 OF CCUPUANM NQ inin NEW DETAIL 38A(7) 31 6 O ------------- I----- -- ----1 - - - - '--- - ------------------------- - ---------------- -------------------------- M R REMOVE EXIST. DETAIL 27B(T) 12+00 74+00 15+00 ---- — -- -- — —--�----fr— — --i0 — -- = -- — , M � ------ I -,-- --- ----------- ---------------------------------------- ------------ S.E. COR. SEC. 19 30/27 FD. I ®I N o KCS CONC. MONT. IN LH. PER � KCS FILED MAP NO. 7-1 BK. 6,PG.28 , , o►- ,.; OLD RIVER ROAD I 1 aoi �► PANAMA LANE n rW" M STRIPING PLAN STRIPING -SEE ABOVE STA. 10+00.00 C.L. TO STA. 14+24.48 C.L. o SCALE: HORIZONTAL 1" = 50' zz mm (n LEGEND: F.L. ABBREVIATIONS FLOVAJNE 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 OF INTERSEC11ON 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 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 XEP EXISTING EDEGE OF PAVEMENT C.O.B. CITY OF BAKERSFIELD ADDITIONAL RIGHT-OF-WAY DEDICATION TO C.O.B. 0 EXISTING SURVEY MONUMENT AS DESCRIBED Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. 5" STD. ST -22 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -a- FURNISH & INSTALL PUBLIC STREET LIGHT. PUBLIC STREET LEGEND' LIGHT LUMINAIRES ARE TO BE 'LED' AS SPECIFIED IN C.O.B. O SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE 0 HOLOLPHANE LVUI SERIES; PROPOSED CURB & GUTTER LEO TEK GCI SERIES; CREE XSP SERIES OR APPROVED EQUAL LEGEND (CONT.): 0) Z I& CONSTRUCTION NOTES: Q EXISTING SEWER MANHOLE IL CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, ammm CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 NOTES: EASEMENT LEGEND (C0 TO BE PAINTED PER CALTRANS STANDARD PLAN A24A ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER ® w EXISTING WATER LINE SCP 'STOP' MARKING PER CAL -TRANS STANDARDS 0 CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD. PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" EXISTING EDGE OF PAVEMENT PER DOC. NO. 0215026434 DATED 03/09/15. A.C. OVER 1.25' AGG. BASE OVER 0.50' COMPACTED O.G. TO BE aasn. J 0 DRAIN SEWER MANHOLE -SEE SEWERQ3 AND STORM DRAIN PLAN COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STANDARD. BIKE LANE MARKING PER CAL -TRANS STANDARDS 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT CONSTRUCT HANDICAP RAMP PER C.O.B. STANDARD ST -10. s SEWER UNE -SEE SEWER AND NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ® SAWCUT EXISTING PAVEMENT AT CENTERLINE OR AS DIRECTED SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, STORM DRAIN PLAN aow ALL PERMANENT STRIPING & PAVEMENT MARKINGS M.D.B.M. FILED MAY 28, 1892. BY CITY ENGINEER. ----D— STORM DRAIN UNE -SEE SEWER AND STORM DRAIN PLAN ADDITIONAL RIGHT-OF-WAY DEDICATION TO C.O.B. TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD O5 EXISTING FIBER OPTIC MARKER TO BE RELOCATED BY OTHERS. JIM 5" FOR WATER - SEE SEPARATE OFFSITE WATER PLAN FOR DETAILS. SPECIFICATION SECTION 84, 2010 EDITION. TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER EASEMENT LEGEND' PROPOSED CATCH BASIN O CURVE NUMBER FOR CURVE DESCRIPTION 0 EXISTING TRAFFIC SIGNAL LIGHT AND SIGNAL BOX TO BE PROPOSED CURB & GUTTER © TO BE RELOCATED. - - - CENTERLINE O EASEMENT LEGEND ITEM OF WORK -SEE SCHEDULE EXISTING "CROSSING BUTTOM' TO BE RELOCATED. ./ ./ PROPOSED EDGE OF PAVEMENT O Qg EXISTING GAS LINE MARKER TO BE REMOVED OR RELOCATED TAPER NUMBER FOR TAPER DESCRIPTION — - - - - - - — PROJECT BOUNDARY BY OTHERS. --- -- --- RIGHT-OF-WAY A FUTURE MEDIAN STATIONING Og EXISTING TRAFFIC SPEED SIGN TO BE RELOCATED. ic FURNISH & INSTALL INTERCONNECT CONDUIT FURNISH 1 p EXISTING UTILITY LINES/POLES TO BE RELOCATED BY OTHERS. TR3 Tis W6 C110N DESIGNATION: & INSTALL SPLICE BOX FOR INTERCONNECT TR3=No. 3 1/2 SIZE TR5=No. 5 SIZE TR6=N0. 6 SIZE SECTION LETTER 11 REMOVED EXISTING A.C. PAVEMENT AND A.C. CURB. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: �- - - - - - A 1 © CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENINGS "Rt -1" - STOP SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. D-14. "R4-7" - KEEP RIGHT 0 OLD RIVER ROAD STRIPING -SEE BELOW F � i 1 I �I I I I 48" STANDI PIPE, 0+l OLD RIVER ROAD STRIPING -SEE BELOW 19, 30/27 FD. -ANT. IN LH. PER CS KFILED MAP NO. 7-1 BK. 6. PG.2& PROPOSED CURB & GUTTER -------------------------------------------- EX. 2" THICK A.C. DUST CONTROL SHOULDER 844.01 CONSTRUCTION NOTES—CONT'D.: 13 FURNISH AND INSTALL LED 100 WATT STREET LIGHT PER C.O.B. SPECIAL PROVISIONS SECTION 86-6.01. 14 HANDICAP PARKING SIGNAGE ON SITE ENTRANCE - SEE GRADING PLAN FOR DETAILS. 15 FIRE HYDRANT ASSEMBLY -SEE SEPARATE PLAN. 16 CONSTRUCT 8' WIDE CROSS GUTTER PER C.O.B. STANDARD ST -9. Q PROPOSED SEWER UNE - SEE SEPARATE OFFSITE SEWER PLAN FOR DETAILS. 18 FURNISH AND INSTALL SUMP FENCE PER C.O.B. STANDARD DETAIL D-11. 19 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, CURRENT EDITION. ©p 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 ADDITIONAL CONSTRUCTION NOTES: 31 NEW PAVEMENT MARKING - SEE LEGEND. ® NEW STRIPE FOR RIGHT TURN ONLY. EXISTING STRIPING AND PAVEMENT MARKING TO REMAIN. o _ ® REMOVED EXISTING STRIPING AND MARKING O1 INSIDE THE NEW CROSSWALK LINES. ~ < co � PAINT 12" LIMIT/CROSSWALK LINES USING v o o THERMOPLASTIC PAINT PER CALTRANSZ o STANDARD SPECIFICATION SECTION 84, I < zi 2010 EDITION. w 00M REMOVED EXISTING LIMIT/CROSSWALK LINES. 3 0 w CID m vl�to ADDI11ONAL LEGEND: N Y CAL -TRANS TYPE IV ARROW m Jj $ LEFT OR RIGHT AS APPLICABLE CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED AW TO 'STOP" MARKING PER CAL -TRANS STANDARDS AF1` W.4D 'AHEAD' MARKING PER CAL -TRANS STANDARDS aEl A> EXISTING STRIPING AND MARKINGS, TYPICAL W 'irrrrrrrrrri EXISTING STRIPE REMOVAL J a d v � NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (I) SHALL BE STRIPING TAPE (SSP) OR P TO BE THERMOPLASTIC PAINT PER CALTRANS MARKINGRNE PAINT. ALL OTHER HALL BE THERMOPLASTIC STRIPING RI I G AND NS STANDARD SPECIFICATION ON SECTION 84, STANDARD SPECIFICATION ON SECTION 84, 2010 ED. 2010 EDITION. 0 CURB & GUTTER TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED AUGUST 27, 1891. 2Q 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. 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 b -It, l /_ l (woq 0) Z I& a0a a nv:.: IL p ammm NOTES: EASEMENT LEGEND (C0 1. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER ® 40' EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. a m RECORDED JUNE 26, 1980 IN BK. 5294, PG. 2430, O.R. 2. PANAMA LANE (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A" PER DOC. NO. 0215026434 DATED 03/09/15. A.C. OVER 1.25' AGG. BASE OVER 0.50' COMPACTED O.G. TO BE aasn. J (NOT SHOWN) COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STANDARD. Q 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT 3. OLD RIVER ROAD (ARTERIAL) - PAVEMENT TO BE 0.45' TYPE "A' PER KERN COUNTY LAND COMPANY SALES MAP FOR A.C. OVER 1.25' AGG. BASE OVER 0.50' COMPACTED O.G. TO BE a SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST, aow M.D.B.M. FILED MAY 28, 1892. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STANDARD. © ADDITIONAL RIGHT-OF-WAY DEDICATION TO C.O.B. 4" FOR SEWER - SEE SEPARATE OFFSITE SEWER PLAN FOR DETAILS. PER DOCUMENT NO. 02.1-5-11-7-704 1>AT60 S /14 -/Ar o.►2 5" FOR WATER - SEE SEPARATE OFFSITE WATER PLAN FOR DETAILS. 77 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER EASEMENT LEGEND' DOCUMENT NO. 01 /5.11-7705' DATLr, 8 /-.q//s- O.P. 30' EASEMENT FOR PUBLIC ROADS OR HIGHWAYS AS SHOWN ON THE KERN COUNTY LAND COMPANY SALES MAP OF SECTION 19, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M. FILED AUGUST 27, 1891. 2Q 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. 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 b -It, l /_ l (woq W W Lo a 0) Z a0a a IL p ammm 0 w LL. co W cc Y �J OCL a m � a ozyz LL, > aasn. J — Lu i- }awvo W a 0 aow 5 IIIIIIIIII W W Lo a 0) Z a0a a IL p z Q 0 w LL. co W cc Y �J OCL a m � a ozyz LL, > aasn. J — Lu i- }awvo W a 0 aow 5 W W Lo a