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HomeMy WebLinkAbout1.2-6352 Ph 1- 5ITY MAP NO SCALE LEGEND: CONSTRUCT SEWER ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T.0.M_ 36322-- TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT CATCH PHASE BOUNDARY m TYPE "A" PER C.O.B. STD. S-12. w WATER LINE SHOWN AT LOCATIONS OF PIPE CROSSINGS LF TYPE "A" CATCH BASINS 10 EA STORM DRAIN MANHOLES 13 EA JUNCTION BOXES • EA ~ T wCc T W ad T 2 ix to z uu � ;Trig T ITY MAP NO SCALE LEGEND: CONSTRUCT SEWER ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T.0.M_ 36322-- TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT CATCH PHASE BOUNDARY • s CONSTRUCT SEWER PER CITY STANDARDS COVER SHEET CONSTRUCT SEWER MANHOLE 3. TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT TURNING LEAF LANE PER C.O.B. STD. S-20. OLD WOOD DRIVE CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN BRANDYWINE WAY & MANHOLE TYPE "A" PER C.O.B. STD. S-7. 9 CONSTRUCT STORM DRAIN 18" STORM DRAIN LINE JUNCTION BOX PER C.O.B. STD. D-17. T CONSTRUCT CATCH BASIN 42" STORM DRAIN LINE TYPE "A" PER C.O.B. STD. S-12. w WATER LINE SHOWN AT LOCATIONS OF PIPE CROSSINGS CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND STORM DRAIN PLANS MULTIPLE UTILITY TRENCH q SEWER MAIN R 5' R 4 TYP. 4 I STAMP AN 'S' 5' WATERLINE IN THE CtJRB a s FACE ABOVE FINISHED STREET a m $ SEWER LETERAL GRADE 3 60" 36" TYP. 7' MAX. 'o NP, O 7' MAX. * o 00 1% MIN. % MIN. _._.,-- ..�. 4' LATERAL (TYP) ` •� _ % ''" �•--4" LATERAL (TYP) ON DEEP SEWER, SLOPE LATERALS �` �" ' SET LATERAL PROVIDING PROPER TO LOT LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WTHIN REQUIRED U11UTY TRENCHES TOLERANCE. NOTE; CONTRACTOR TO VERIFY THAT WATER DETAIL MAIN AND SEWER LATERAL CROSSINGS TYPICAL SEWER LATERAL INSTALLATION ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS. D I STWc�. -�,�-��J mac^! S 5� &P- * FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, „Tp ..��14 M�� v M THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. YES IT���� THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN "S I � CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. h --- KEY MAP SCALE: 1" = 200' O3 DENOTES SHEET NUMBER SHEET TI TLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. HIGHLAND KNOLLS DRIVE 4. KRISTA VINEYARD WAY 5. TURNING LEAF LANE 6. OLD WOOD DRIVE 7. SEEDLING WAY 8. SUN ORCHARD DRIVE, 2 BRANDYWINE WAY & TEMPORARY CLEAN OUT DRY PORT WAY m� �► itll • • � SEWER IMPROVEMENTS TOTAL 6" SEWER LINE 283 LF 8" SEWER LINE 4771 LF 4" LATERALS 4033 LF STANDARD MANHOLE 12 EA STANDARD DROP MANHOLE 3 EA SEWER CLEAN OUT 2 EA TEMPORARY CLEAN OUT 3 EA STORM DRAIN IMPROVEMENTS TOTAL 18" STORM DRAIN LINE 1749 LF 36" STORM DRAIN LINE 576 LF 42" STORM DRAIN LINE 808 LF 48" STORM DRAIN LINE 15 LF TYPE "A" CATCH BASINS 10 EA STORM DRAIN MANHOLES 13 EA JUNCTION BOXES 3 EA NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS REFLECTED ON 5�ECTED PLAN%�/ ��jd�3MITTED TO THE CITY E 'GTMR. _ A �'fGEIIA: McINTOSH R.C.E. 33322 EXP. 6-30-18 DATE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. APPROVED BY: NICOLAS FlDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. N0. 61069 EXP. 12-31-18 S -31 - Z 0 -7 ASSISTANT PUBLIC WORKS DIRECTOR BENCHMARK: U.S.G.S. Y-292, ELEVATION = 782.57 B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. BASIS OF BEARINGS: THE BEARING OF N00732'24"E, SHOWN FOR THE EAST LINE OF PARCEL 1 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS HEREON. LEGAL DESCRIPTION: BEING A MERGER AND RESUBDIVISION OF A PORTION OF PARCEL 1 AND ALL OF PARCELS 2 AND 3 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 74 OF PARCEL MAPS AT PAGES 120 AND 121, IN THE OFFICE OF THE KERN COUNTY RECORDER; ALSO BEING A PORTION OF THE WEST HALF OF SECTION 20, TOWNSHIP 29 SOUTH, RANGE 29 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. Know what's b@SOW. 0111 before you dig. 1.2-6352 Ph 1 - 5 RECORDSCITY m ro N O QV_ o o z o0 vm* is z o i o W U W ap W (o _7) C) (1) N W m Y � W m o Y� a� b� M > U d V cc z 4c IL T 00 J ~ T wCc T W ad T 2 ix to z uu � � u� a � > Z — 0 a f F— til go C9 CID @IIIIIIIII Z cc z 4c IL T 00 J ~ T wCc T W ad T 2 ix to z uu � � u� a � > Z — 0 a f F— til go C9 CID Z 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. 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 DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT OR DO NOT MEET CURRENT COB STANDARDS 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. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL 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 SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBUTY 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-11, D-14, D-16, D-18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -6, ST -22 3. VCP INSTALLATION MATERIALS -L 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 "MAINUNE" 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 UNE ON NEW PIPELINES; CUT -1N FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION :PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING. 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 NTH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY MATH 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 (251C t3 ). PROPERTY INITIAL (PAR, 1. TENSILE STRENGTH 2200 PS! MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 2009 MIN. 2009 MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 f5 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 11ME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 2T C) INCLUSIVE. ALL PLAS11C LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C f3 ). 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 CONCENTRATION CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS 13. ALL SEWER STUBS MALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SULFURIC ACID 20�** INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL SHOVEL-SUCING OR HAND TAMPING SHAD_ BE DONE BEFORE THE BEDDING IS BROUGHT 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SODIUM HYDROXIDE 59 BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR UP TO THE QUARTER POINT OF THE PIPE. STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE AMMONIUM HYDROXIDE 5/0** (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH I TIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, TU NITRIC ACID 1%** THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. INI11AL BACKFILL, "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY U3 FERRIC CHLORIDE 19 19 IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID OF BAKERSFIELD STANDARD DRAWING S-20. 4n N SOAP 0.19 ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE DETERGENT 0.19 ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR (LINEAR ALKYL BENZYL SULFONATE OR LAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SEC11ON 7-2.03(1.E) PARA. SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLEc, BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM 8 ABOVE• BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON U-1 ckf MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO KENT -SEAL, IN A GROOVED FOUNDATION. W EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION z *THIS IS TO BE USED AS A PRE-QUAUFICA11ON TEST AND WHEN MATERIAL WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 15. STORM DRAIN PIPE z = W, __j FORMULATIONS ARE CHANGED. INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE 0 A **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF PERMITTED. STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBERH > THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE CONTRACT PLANS. 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS UNTIL NO BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE z MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE W SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SHEET. AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. "' I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING z OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN 18 INCHES IN LOOSE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE ACCORDANCE MI1N THE RECOMMENDATIONS OF THE LINER MANUFACTURER. ( ) PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. BEFORE SUCCEEDING LAYERS ARE PLACED. THE PLANS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE Ul 6 PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR WITH THE LONGITUDINAL AXIS OF THE PIPE. ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO DESIGNATION "D". STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. iF THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (909) RELATIVE o " COMPACTION. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE Pr) o LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) PVC FOR PIPE SIZES 18 AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND M of FROM THE END OF THE INSIDE SURFACE THE PIPE SECTION. JOINT FLAPS WHEN THE FOLLOWING REQUIREMENTS: APPLIANCES SHALL BE USED FOR THE SAFE LOADING HAULING UNLOADING HANDLING !- rn to USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE SUBSEQUENT BACICFlLL PLACED BY TAMPING AND/OR ROWNG SHALL BE FREE FROM AND PLACING OF MATERIALS SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED � aC ,q- � INSIDE SURFACE. 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE O z a0 O MATTER, OR OTHER UNSATISFACTORY MATERIALS. RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING U � � IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE O Z CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN TO ASTM D 3212 AND ASTM F 477. REJECTED. Z L- I m d IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. Q � o A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, WHEN APPROVED BY THE ENGINEER JETTING MAY BE USED IN NON -STREET AREAS. -� Q d- 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES w HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ' THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT = U � CONCRETE. ENGINEER. BACKFILL TESTING AND COMPACTION. TESTING OF .BACKFILL MATERIALS AND COMPACTION d, IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION fi-3, _ -j v- Z3 DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS O E (° SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE O U) BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. FLEXIBLE THERMOPLASTIC SEWER PIPE.". MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT N w m 19 - NEXT NEXT LAYER IS PLACED. WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE Y 9 o ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND m1. o Y THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE BE FUSED TO THE LINER OVER THE EN11RE PATCH AREA. LARGER PATCHES MAY SPECIFICATIONS AND THE FOLLOWING: DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF COMPACTION STANDARD ST -22 TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE OPEN ENDS � PIPE AND FITTINGS SHALL BE CLOSED. 1 SOUND LINING ADJOINING THE DAMAGED AREA. CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 59 MANDREL ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) � THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON RELATIVE COMPACTION FOR THE TOP FINISHED 30',AND SHALL BE DETERMINED BY WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT - . TO THE LINING. LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE OF THE FOLLOWING D2922 OR D1556. PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN 0 THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF A,/I INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE THE VARIATIONS IN JOINT CONSTRUC11ON OPERATIONS. WORK. SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. �,. MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM irk M , 11 APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING WHERE Y = ALLOWABLE DEFLECTION IN % 59 COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. w . M ? v SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE ( ) LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. v 6. SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT MANUFACTURER) SEWER PIPE INSTALLATION CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND WITH THE ADJOINING CONCRETE PIPE. 10• SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE P TO BE MADE W! E JO WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, MINIMUM. PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING ADDITIONAL COMPENSA11ON WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR AND BACKFILL OR INCORRECTLY CUT. w CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE THE MINIMUM LENGTH OF THE CIRCULAR POR11ON OF THE MANDREL SHALL BE o EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE 16. REQ/JACKED PIPE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE WHERE A PIPE LATERAL NOT OF PLASTIC LINED CONCRETE IS INSTALLED THROUGH EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UN11L THE MANDREL TEST AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE ( } CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH m LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE SAND. IF THE .PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE BE PER THE MANUFACTURER'S RECOMMENDATIONS. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD REJECTED. CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. ST -22, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANSBETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GOUT. THE STRENGTH CARE SHALL BE EXERCISED IN HANDLING, . PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES TRANSPORTING AND PLACING LINED PIPE OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USEDTHE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR 7. TRENCH EXCAVATION � ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS WITH A SUITABLE FORK UFT. FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE AND IN THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST -22 AND DETAILED SUCH A MANNER AS TO FORMA CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. SHOP -WELDED JOINTS. SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. 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 BORING/ JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, NO PIPE LITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH DESCRIPTION. PIPE SMALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE N REPAIRED TO THE SATISFACTION OF THE ENGINEER. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTEN11ON OF IWEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT TILL o 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. PIPE AND FITTINGS SHALL BE CLOSED. ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON Fn - SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: WITH BELLED END PIPE BELL HOLES SHALL THEN BE EXCAVATED AT EACH DONT TO THE PLANS. > CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS � IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH PROVIDED IN THE PLANS. SELEC11ON OF TRENCH TYPES WILL BE AS REQUIRED BY THE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT UPON COMPLETION OF THE INSTALLA11ON OF THE CASING AND INSTALLATION OF THE CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND U11UTY CONDUIT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE INSTALLATIONS SHALL MEET CITY STANDARD ST -22. SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING ADJACENT PIPE SECTIONS. THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND APPROVAL ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING 8. BRACING AND SHORING SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY DESCRIBED TYPES: DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A OR INCORRECTLY CUT. WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE. CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH, 19 TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING < JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. o CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE LITH THE THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MM). BACKFlLL AT ALL TIMES. AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING ' REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 17. MINOR STRUCTURES (aPIPE SUPPLIERS EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT HOURS PRIOR 'S ANY TESTING. z THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF J TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY MELDING THE FLAP TO THE OF WORKER PROTEC11ON FROM THE HAZARD OF CAVING GROUND DURING THE EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, ISECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL CL LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD Z CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION STANDARD S-12 TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING PLANS' l Z AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. THE PRECAST CYLINDER TAPER AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE � HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. PROHIBITED ON THIS PROJECT. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL 2 0 w THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH 9. TRENCH BACKFILL EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO BE SET ON A BED OF PORTLAND CEMENT GROUT OR KENT SEAL" TO MAKE A Ix I (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET V '�C FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE PLUMB' J I.. 0 ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED(200)FEET TO THE REAR TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON (a V.. THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH 18. ADJUST SURVEY MONUMENT ENCASEMENTS - SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. to THE PIPE MANUFACTURERS RECOMMENDATIONS PAYMENT FOR SEWER LATERALS WILL BE V j ad 0 WELDING SHALL FUSE 80111 SHEETS AND WELD STRIP TOGETHER TO PROVIDE A SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN 2(� a PLATE. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. O HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN = Lli 3:: 0) JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS 11., SYSTEM TESTING THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A Q 3 Q THAN NINETY PERCENT (909) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE MINIMUM OF THREE DAYS. WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE Z co z BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED RECOMMENDATIONS OF THE MANUFACTURER. AT THE OPTION OF THE CONTRACTOR MINOR CONCRETE CONTAINING A MINIMUM OF IM < WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE HELD PROGRESSES TO CAUSE I A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR < OF THE WELD STRIP. AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED LITH VIDEO EQUIPMENT PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO 1— N co DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING A MINIMUM OF ONE DAY. an Ljj THE FOLLOWING SPECIAL REQUIREMENT SHAD_ APPLY WHEN THE LINER COVERAGE IS BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS 360, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO C9 360 DEGREES: AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CO WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE LITH THE SPECIFICATIONS. A RECORDED 0 Z NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS z WHEN MELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION THE STATIONING, BASED ON THE STA110NING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 6 TO 8 INCHES (1 50 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF ABOVE THE PIPE ZONE WILL BE ALLOWED. OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER I POTENTIAL FUTURE GROUNDWATER BUILD-UP. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED AND ANY EXCESS PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF 0 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL BEDDING AND BACKFlLL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE THE CITY. < REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO DISPOSAL OF THE CONTRACTOR. 0 THE CONTRACTOR MAY SUBMIT TO THE ENGINEER. SIEVE ANALYSIS FOR UTILIZATION OF THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL S � USING A MINIMUM NUMBER OF SEPARATE PIECES. LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE � UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT IN-SITU MATERIALS. HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. I i LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, " " OF 4 BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY UNE WITH 30 OF COVER AT FLOW UNE. <Y CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME BEDDING SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT u� 4. PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT-OF1_l I E - CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH SPECIFICATIONS. WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. W RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE ` Know what's below. _ PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR � 0) OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING RIGHT-OF-WAY UNE AND A MINIMUM OF 2.5' DEEP AT FLOWUNE. - Call before you dig. REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS W APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED AND COUPLINGS SHALL BE AVOIDED. 3: c' 4° WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT 1.2-6352 Ph 1 — 5 MATERIAL V. p08\ 9.�4�� ARAN o S'1P• 19*A1 • o 19x44 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 lor p n �- � � cfl 1 vi PA\ R/W 1 t ` F N87'41'40"E 18" Df \ ` )xA nn 22+� ""_- m tom? -2- +uu � C1 EX. STREET IMPROVEMENTS 21+00 -- = - E.C.-N00'32'17"E RAI _ STA. 25+32.32 C.L. -- - 0+00 �000�� EXISTING HAOT A PART) SIN. 089 27 43 E 18 DRAIN 369,36' 58977'43"E 66.39 18� DRAIN......® — - -- ■ S89'27'43"E 11.45' INTERSECTION ;C STA. 25+9$.71 C.L. HIGHLAND KNOLLS DRIVE = 21' STORM DRAIN EASEMENT STA. 22+37.78 C.L. BEDFORD GREENS DRIVE CNT PER DOC. #XXX.. C, 8t I' lip 04 N7n0 uunr ing-urn I AL At- r-.e%raAt &er u. .....r. E t I f I Q ! 1 z ! a IEX STREET MPROVEMENTS Y i CURVE TABLE Ajv HIDE a=nus UNE cHauwuv i m FAVVK of THE CITY OF BAKERSFIELD RECORDED MARCH 21, 1994 IN BOOK 7005 AT PAGE 2425 OF OFFICIAL RECORDS. —_ I INSTALL 1976 LF OF &A AN 4149! ��Co r� " I RADIUS LENGTH TANGENT DELTA C1 2000.0' -t7 o l� TcC-o�15'r�� rQk 16'3621" ,3:z LJLJ Ids o0 o cc00 ri+� EXISTING a04z,z -z ! z W ao 00 0-N •-�P, 5 v�'PP�*� � L� �i .�Z� .- ?,Z to FBRECKENRIDGE DRAINAGE I -i- w O BEDFORD GREENS DRIVE LA LO Co CHANNEL • �: z z 9 INSTALL 28§.97 LF F 18" R -RCP 0 12.12 I I EX. STREET DRAINAGE AND FLOWAGE EASEMENT WW 120' 1 s ! i ! i I O • 3w N .d IMPROVEMENTS IN FAVOR OF THE CITY OF BAKERSFIELD z ca to ••�"`____""i-._�' t � � _ _ 119.50 OF EXI NG INSTALL 11.f5 LF � 18 I R -R 0 1.86 18 RGJ-ERCP 0 1.$6� GJ CP INSTALL 369.36 L� OF 18 RGJ-Rte? � t i € t t 00.11%1 8 cn I r o '011 �aUi_._ 00 Z 04 O t0 _ LLI L6 z A _- RECORDED SEPTEMBER 18, 1996 AS € ( 1 1 1 N N C/) W W a -._ 1 00 00 00 I > Z ? a U z Z � Z.� 2� �-----_._�__.. a z O M `�' �, J 11,Ly M J a • - 34 I I tt r it r DOCUMENT NO. 0196120103 O.R. j 11 I z (0 (0 _ ; ; - �.. _.. + - € _ f _ - _ '►.- z ci La. > �i < U o — I� APPROXIMATE FINISHED 45 i J > > g W W © J J N WW INV. 1$ GROUN0 CENTERLINE CV c N� z _j c�i ui w N •d• o .- t t o z � z p t P M N co* <M =N.}}..Mt• A W r: cV ♦♦ I I i E C13� w G G ` OT A z I O •f- ♦ U tl� t[1 N N N I r, tj CJ 1�� Cn Q z _Li_<:. to In `�'`� r N N w Q .� p� O C 4 M ;� h Cb N r;N top �; CITY OF BAKERSFIELD PARK SITE PER U p N �, Z N c-� (n z o N I ■R DEED DOCUMENT RECORDED > j I N N= COc�♦ozGRANT N N MAY 6, 2010 AS INSTRUMENT N0. Z C4 C4 1 N -` I I �;.-b a 0210059820, O.R. M � CONSTRUCT SDMH WITH GOVERNMENT TYPE 1$ DRAIN " cn C cn cn = g x w " " A INLET GRATE AND FRAME, PLATE NUMBER S11'22'23"W 19. __ u _ w ; N I A-1200, PER DETAIL "A" CIV SHEET 3. ,Qo 0-71 __ S89'27 43"E EX. 18" DRAIN 119 50' I w 22+� ""_- m tom? -2- +uu � C1 EX. STREET IMPROVEMENTS 21+00 -- = - E.C.-N00'32'17"E RAI _ STA. 25+32.32 C.L. -- - 0+00 �000�� EXISTING HAOT A PART) SIN. 089 27 43 E 18 DRAIN 369,36' 58977'43"E 66.39 18� DRAIN......® — - -- ■ S89'27'43"E 11.45' INTERSECTION ;C STA. 25+9$.71 C.L. HIGHLAND KNOLLS DRIVE = 21' STORM DRAIN EASEMENT STA. 22+37.78 C.L. BEDFORD GREENS DRIVE CNT PER DOC. #XXX.. C, 8t I' lip 04 N7n0 uunr ing-urn I AL At- r-.e%raAt &er u. .....r. E t I f I Q ! 1 z ! a IEX STREET MPROVEMENTS Y i CURVE TABLE Ajv HIDE a=nus UNE cHauwuv i m FAVVK of THE CITY OF BAKERSFIELD RECORDED MARCH 21, 1994 IN BOOK 7005 AT PAGE 2425 OF OFFICIAL RECORDS. —_ I INSTALL 1976 LF OF &A AN 4149! CURVE RADIUS LENGTH TANGENT DELTA C1 2000.0' 579.65' 291.87' 16'3621" STA. 19+52.67 C.L. TO 30+23.52 C.L. SCALE: 1, = 50 HORIZONTAL 1" = 5' VERTICAL OP OF MANHOLE EL.EVA11ONS OUTSIDE OF THE TRACT BOUNDARY ARE ESTIMATED AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION 66s 19+00 20+00 21+00 23+00 LEGEND: BREVIATIONS F.L. FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE 1 T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN GOVERNMENT TYPE "A" INLET GRATE AND FRAME EL../ELEV. ELEVATION GB GRADE BREAK FOR TRAFFIC PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT PLATE CLEAR OVERALL HEIGHT APPROX. Li U Li U EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE MIIIMIRER OPfMIiIG FLANGE FRAIL WEIGNT C/G CURB do GUTTER XRW EX. RIGHT-OF-WAY A-1200 24 33'/2 5 455 Qa SURVEY MONUMENT Frame and Grate Machined to Fit. Painted: Bituminous Paint. /----PIPE SIZE CONSTRUCT STORM DRAIN g S U11U17: MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. STD. SW -4 G -GAS D -DRAIN CONSTRUCT CATCH BASIN A-1200 TYPE A" PER C.O.B. STD. D-14 Q CONSTRUCT STORM DRAIN DETAIL "A": GRATED MANHQLE LID DETAIL JUNCTION BOX PER NOT TO SCALE C.O.B. STD. D-17. CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 05 EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 Ess 25+00 26+00 27+00 28+00 29+00 30+00 30+75 LEGEND CCONT.;: TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION - - - CENTERLINE AA CONSTRUCT STORM DRAIN PER C.O.B. STD. • s CONSTRUCT SEWER PER C.O.B. STD. - - --- - - --- - - — TRACT BOUNDARY EXISTING STORM DRAIN EXISTING SEWER PHASE UNE SECTION LETTER W ---SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES Q CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 O CONSTRUCT SOMH WITH ALHAMBRA FOUNDRY COMPANY GOVERNMENT TYPE "A" INLET GRATE AND FRAME, PLATE NUMBER A-1200, PER DETAIL "A" ON SHEET 3 OR APPROVED EQUAL. I � t INSTALL 290.75 LF OF 18t RGJ-RCP 0 2.10 I INSTALL 1976 LF OF &A AN 4149! 18" 1 I y!�-oW ,3:z LJLJ Ids o0 o cc00 430 a04z,z -z ! z W ao 00 0-N I W Lft_ - I -i- w O LA LO Co € • �: z z I I INSTALL 28§.97 LF F 18" R -RCP 0 12.12 I I V WW • NN 0)0)! ! i ! i I O • 3w ! z ca to ••�"`____""i-._�' t � � APPRO_XIMATE FINISHED I GROUND CENTERLINE 00 00 S 00 OR Id 119.50 OF EXI NG INSTALL 11.f5 LF � 18 I R -R 0 1.86 18 RGJ-ERCP 0 1.$6� GJ CP INSTALL 369.36 L� OF 18 RGJ-Rte? � t i € t t 00.11%1 t cn I r _ 'f-- �aUi_._ 00 Z 04 O t0 _ LLI L6 z A _- € ( 1 1 1 N N C/) W W a -._ 1 00 00 00 I > Z ? a U z Z � Z.� 2� �-----_._�__.. 00 X Z Z • - -- —_ „"`'-�.-� [ ( t Pp + Z11''1000z (0 0 (o (o (o, j j I z (0 (0 _ ; ; - �.. _.. + - € _ f _ - _ '►.- �_ ; 3 _»I W g Q W D J� X W F- JW J (n WW(� Wx(n WW i Q W C 3 J Wtt� 1 — I� APPROXIMATE FINISHED 1. I I I 1! > > g W W © J J N WW INV. 1$ GROUN0 CENTERLINE I I i E i INV. 1F" , DRAIN , 1 2 E I I 118 INV. Exis-n G M� DRAIN I INV. 18'�DRAIN _ �.___.__ � � � IN18" DR�N � E 4 Cn 66s 19+00 20+00 21+00 23+00 LEGEND: BREVIATIONS F.L. FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE 1 T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN GOVERNMENT TYPE "A" INLET GRATE AND FRAME EL../ELEV. ELEVATION GB GRADE BREAK FOR TRAFFIC PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT PLATE CLEAR OVERALL HEIGHT APPROX. Li U Li U EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE MIIIMIRER OPfMIiIG FLANGE FRAIL WEIGNT C/G CURB do GUTTER XRW EX. RIGHT-OF-WAY A-1200 24 33'/2 5 455 Qa SURVEY MONUMENT Frame and Grate Machined to Fit. Painted: Bituminous Paint. /----PIPE SIZE CONSTRUCT STORM DRAIN g S U11U17: MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. STD. SW -4 G -GAS D -DRAIN CONSTRUCT CATCH BASIN A-1200 TYPE A" PER C.O.B. STD. D-14 Q CONSTRUCT STORM DRAIN DETAIL "A": GRATED MANHQLE LID DETAIL JUNCTION BOX PER NOT TO SCALE C.O.B. STD. D-17. CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 05 EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 Ess 25+00 26+00 27+00 28+00 29+00 30+00 30+75 LEGEND CCONT.;: TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION - - - CENTERLINE AA CONSTRUCT STORM DRAIN PER C.O.B. STD. • s CONSTRUCT SEWER PER C.O.B. STD. - - --- - - --- - - — TRACT BOUNDARY EXISTING STORM DRAIN EXISTING SEWER PHASE UNE SECTION LETTER W ---SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES Q CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 O CONSTRUCT SOMH WITH ALHAMBRA FOUNDRY COMPANY GOVERNMENT TYPE "A" INLET GRATE AND FRAME, PLATE NUMBER A-1200, PER DETAIL "A" ON SHEET 3 OR APPROVED EQUAL. I � t I INSTALL 1976 LF OF &A AN 4149! 18" y!�-oW ,3:z LJLJ Ids o0 o cc00 430 a04z,z -z _zzCM_ 0-N I W Lft_ - -i- w O LA LO Co J �j z cc (0 N V WW WNW zDW I (w 1 f € ( 1 1 1 INV. 18" DRAT B SECTION 3 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know whafs b@IOW. 0111 before you dig. IIIIIIIIII SUN ORCHARD DRIVE SEE SHEET 8 10 18$ 18, 3030$ R/W R/W 5' PHA E RIV MEMBER- -&-mm 14 COO a --I cz FHA E A + I i It- US Q-- cd cb 1 11 _j 1 _A �22 N23 cv co co I cq co 2 16+; + ZO 16 0? 20 5i P: + 19 5 7 t,3- + co 00 CC g 0- + Z 4W OW I m- V, = 8 8 S + U) 0 Lp . I LO Z� ��° C> cv c; + I a; m 00) 00 co co + z 06 6 WS --pb, C) < r- r*- co En + + + + cv cq cv 13 cn to R/W cn 0 00 F/41L 16+ 00 CA E 227. 0q. N851 8510'25. E 273.96' *E InA g6' BRANDYWINE WAY SEEDLING WAY SEE SHEET 8 R/W p SEE SHEET 7 HA 2 41 HAI p I t a 11-: j C-4 NO A C4 18# 8 29 co32 Ui W I n 28 27 n r-. I Ju Q,, I cs 26 .30# 9 25 Z RIW C; (n 0) 6 C-4 + Z4 + s� .a: o to 0 L6 CD + =++I cn + to LO cr + + 00 Co + t, j a I Nc%j +fIi N V) cn 1W Juj t� 04 (n V m 14+00 A V1 12+00 1 00 oc F/L 0 0 -0 LO 0 12, __4 ?, 6 U-) ;!ZI h-. cv to Ni 1 Z 0:: 4- c cb w- 2 to od *a) + R/W C,: + 3 (In cloq :4 4 to I C) + L" A I CD (L wn, 10 8 + j Uj CF) __j V_ 9 96 5 (D (f) I W I 7ww to Lc) j5 + c7i ca 0?Lc) (n L4 cs cp) �O to C1 + N S; I + to'd'� ' µ x CN OD cn to co i� I I co i� ;;0 I W I -A 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 -7 RIW co -00 + E • F/L 41 18-- 19+00 N so +00 F/L @ 10 17+DO 20+oo A A 21+00 pill i. KRISTA VINEYARD WAY STA. 10+00.00 C.L. TO 21+78.07 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL R/W cr_ -Y. �?�Xj� Oy to 00 F_: r- I I I %- 0__ 06 C) W) B0 cp c%4 .4vo .< -1 C, 4 2 1 3 e 5 06 1 W 6 Oq I lq:, 9 c%4 7 Im a W I cq + co + 00 + + n C9 + co C1 PIS N to1 1 i N C) co + + to cn STATIONING TABLE STA. "A": Ck INTERSECTION STA. 16+65.84 C.L. KRISTA VINEYARD WAY CNT STA. 11+84.10 C.L. BRANDY NNE WAY CNT O co W V C4 20 20! ac 316 36 R/W c; + Iq ro c14 BRANDYWINE WAY SEE SHEET 8 KRISTA VINEYARD WAY STA. 10+00.00 C.L. TO 21+78.07 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL R/W cr_ -Y. �?�Xj� Oy to 00 F_: r- I I I %- 0__ 06 C) W) B0 cp c%4 .4vo .< -1 C, 4 2 1 3 e 5 06 1 W 6 Oq I lq:, 9 c%4 7 Im a W I cq + co + 00 + + n C9 + co C1 PIS N to1 1 i N C) co + + to cn STATIONING TABLE STA. "A": Ck INTERSECTION STA. 16+65.84 C.L. KRISTA VINEYARD WAY CNT STA. 11+84.10 C.L. BRANDY NNE WAY CNT 64 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 22+00 22+50 12 LEGEND: LEGEND (CONLL- ABBREVIATIONS F.L. FLOWLJNE R//IMH MANHOLE W RIGHT-OF-WAY 19 T C.L. CENTERLINE M.H.✓ TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE CONSTRUCT STORM DRAIN PER C.O.B. STD. SCALE: 1 50' INV. INVERT CB CATCH BASIN 50' 25' 09. 50' 100' EL/ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STD. PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE EXISTING STORM DRAIN CURVE TABLE C/G; CURB & GUTTER XRW EX. RIGHT-OF-WAY CURVE RADIUS LENGTH TANGENT DELTA 0 SURVEY MONUMENT /—PIPE SIZE EXISTING SEWER C1 1484.00' 401.15! 201.81' 15*29'17* 0 CONSTRUCT STORM DRAIN 8"S —UTILITY: PHASE LINE I I I I MANHOLE TYPE "Am PER W -WATER S -SEWER C2 2184.10- 671.96' 338.66' 17-37'40" C.O.B. STD. SW -4 G -GAS D -DRAIN SECTION LETTER CONSTRUCT CATCH BASIN A TYPE "A" PER C.O.B. SM. D-14 CONSTRUCT STORM DRAIN 2 JUNCTION BOX PER SHEET WHERE SECTION IS SHOWN LINE TABLE C.O.B. STD. D-17. CONSTRUCT SEWER MANHOLE TYPE *A* CONSTRUCTION NOTES LINE BEARING DISTANCE Know what's below. PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT PIPE SADDLE PER C.O.B. SM. DIET. D-9 L1 S 2410!12* E 2&2r Call before you dig. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 0 CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY (3 EXISTING SEWER MANHOLE GOVERNMENT TYPE *9 INLET GRATE AND FRAME, PLATE NUMBER A-1200, PER DETAIL *A* ON SHEET 3 1.2— 6 3 5 2 P h 1— 5 OC EXISTING SEWER CLEANOUT OR APPROVED EQUAL APPRO) IMATE Fl ISHED r GROUNI 0 CEN RUNE Uj LU APPROXIMATE FINISHED GUM. - r GR ND TERLINE ? :ag 2— W z C3 m ........ ........... 0 m L.J mr _j• . .4 LAJ 00 Z Ld 00� ! �e I APP ROXIMATE FINISHED LO :5 .2014 8_! SEK_R a- cn r GROUND 0 CE NTERLINE _j 1 .z LO Fri 1�0m 4 ccm + 0 00 0 r_ "0 •z z . ... ............. .................... kPPROXIM, JE FINISI- ED W LL 0� INV. Ir SEWER 3ROUND 0 CEN TERL NE in w LL 00 INV. 18 DRAIN 04 12' 0. CLEAR CE r*-. r%% W LLJ . ............ • LJ _j _j . Wo WW • _WSTALL 273.96 1 F OF 8- PVC SE%IER 0 1.5%3% `-INV. 8' SEWER INSTALL 227.20 I.F OF 8' PVC SEWER 0 3.13% �nnti__Jft. to 3: W . 0 ............. . Lij L6 a a Co a) tc (zi z a a 00 00 IN V. 8' SEWER _j d _j 0 0 0 Pei +0) 00 00 Coto z C-) In coo z W Uj W Uj W _j _j m b) b J - cn (A W W z r4n i 0) (f) W LA INST*LL 339.05 LF OF Bm PVC SEWER 0 1.36% 1 1 1 < 00 V_ to c*4 W INSTALL 339.05 ff OF 8* FIVC SEWER 0 1.1010 cn ch w 64 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 22+00 22+50 12 LEGEND: LEGEND (CONLL- ABBREVIATIONS F.L. FLOWLJNE R//IMH MANHOLE W RIGHT-OF-WAY 19 T C.L. CENTERLINE M.H.✓ TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE CONSTRUCT STORM DRAIN PER C.O.B. STD. SCALE: 1 50' INV. INVERT CB CATCH BASIN 50' 25' 09. 50' 100' EL/ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STD. PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE EXISTING STORM DRAIN CURVE TABLE C/G; CURB & GUTTER XRW EX. RIGHT-OF-WAY CURVE RADIUS LENGTH TANGENT DELTA 0 SURVEY MONUMENT /—PIPE SIZE EXISTING SEWER C1 1484.00' 401.15! 201.81' 15*29'17* 0 CONSTRUCT STORM DRAIN 8"S —UTILITY: PHASE LINE I I I I MANHOLE TYPE "Am PER W -WATER S -SEWER C2 2184.10- 671.96' 338.66' 17-37'40" C.O.B. STD. SW -4 G -GAS D -DRAIN SECTION LETTER CONSTRUCT CATCH BASIN A TYPE "A" PER C.O.B. SM. D-14 CONSTRUCT STORM DRAIN 2 JUNCTION BOX PER SHEET WHERE SECTION IS SHOWN LINE TABLE C.O.B. STD. D-17. CONSTRUCT SEWER MANHOLE TYPE *A* CONSTRUCTION NOTES LINE BEARING DISTANCE Know what's below. PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT PIPE SADDLE PER C.O.B. SM. DIET. D-9 L1 S 2410!12* E 2&2r Call before you dig. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 0 CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY (3 EXISTING SEWER MANHOLE GOVERNMENT TYPE *9 INLET GRATE AND FRAME, PLATE NUMBER A-1200, PER DETAIL *A* ON SHEET 3 1.2— 6 3 5 2 P h 1— 5 OC EXISTING SEWER CLEANOUT OR APPROVED EQUAL 12 14 R/W SUN ORCHARD DRIVE SEE SHEET 8 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 SUN ORCHARD DRIVE BRANDYW INE WAY SEEDLING WAY SEE SHEET 8 SEE SHEET 8 1 A_ SEE SHEET 7 S.I 1 II BRANDYW INE WAY SEE SHEET 8 TURNING. LEAF LANE STA. 10+00.00 C.L. TO 21+95.99 C.L. SCALE: 1, = 50 HORIZONTAL 1" = 5' VERTICAL EDUNG WAY SEE SHEET 7 C.0 z 16 zZ 43�j 00 15 cv 2 R/W 14 9+50 10+00 11+00 12+00 13+00 14+00 15+00 $ *] 17+00 18+00 19+00 20+00 21+00 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 22+00 22+50 LEGEND: p �• • ,LEGEND (CONLL- CURVE TABLE AP OXIMATE FINISHED M. F.L. FLOWLINE R/W RIGHT-OF-WAY 35� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CURVE RADIUS LENGTH TANGENT DELTA C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE - - - CENTERUNE C1 500.00' 143.47' 72.23' 16'2624" T.O.M. TOP OF MANHOLE SDMH INVERT CB f GR ND ® CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. •( 0 C2 2474.80' 592.89' 297.87 13643'35" SCALE: 1 " = 50' INV. EL./ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STD. 50' 25' 0' 50' 100' PA PROPERTY UNE S/W SIDEWALK — E.P. EDGE OF PAVEMENT FH FIRE HYDRANT — - - — - - — - - -- TRACT BOUNDARY UNE TABLE EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY EXISTING STEM DRAIN UNE BEARING DISTANCE IIIIIIIIII Q SURVEY MONUMENT /—PIPE SIZE S EXISTING SEWER L1 S 89'3739" E 30.36' 0 CONSTRUCT STORM DRAIN 80S UTILITY: µ PHASE UNE MANHOLE TYPE "A" PER W -WATER S -SEWER L2 N 59632'47" E 53.03' C.O.B. STD. SW -4 G -GAS D -DRAIN SEC11ON LETTER CONSTRUCT CATCH BASIN A L3 N 41'14'24" E 77.81' s APPR XIMATE F NISHED 2 ' JUNCTION BOX PER I SHEET WHERE SECTION IS SHOWN C.O.B. STD. D-17. "A" Know what's below. ® CONSTRUCT SEWER MANHOLE TYPE CONSTRUCTION NOTES PER C.O.B. STD. SW -4 AND SW -5. �1 CONSTRUCT PIPE SADDLE PER C.O.B. S. DET. D-9 Call before you dig. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. O CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY EXISTING SEWER MANHOLE GOVERNMENT TYPE "A" INLET GRATE AND FRAME, "A" 1.2-6352 P 1- 5 PLATE NUMBER A-1200, PER DETAIL ON SHEET 3 EXISTING SEWER CLEANOUT OR APPROVED EQUAL. GR )UND 0 C ENTERLINE INV. 8 SEWER00 d; Z LLI O 3 W to INV. 6, SEWER Z Z' w w - - OXIM FINISH D • '� (ROUND 0 CENTERU E o or- +oo •- 3 w Q W `- IN.8"S • �' Win LU LU J J W W O Zi, INSTia 198.43 LF OFPVC " .54% w� zz p ' o • 3 w '� 6gp. Z opo, ago, ` \ Q n n p 00 00 W(0 '» • >: >: W• J wZZ ' W W O w w W w . INSTjU 395.1 LF OF " PVC SEWER 0 1.49% Q IN 8" co co . L16. •ILNIR Ily to Unim JL 1 N cn w w • r _ = • INST LL 247.49 LF OF " PVC SEWER 0 1.40% o. a c o .�00 o Z r- � _ w NM tii� N N + CL to `R co INSTALL 353. LF OF " PVC SEWER .40% (n W W w w 9+50 10+00 11+00 12+00 13+00 14+00 15+00 $ *] 17+00 18+00 19+00 20+00 21+00 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 22+00 22+50 LEGEND: ABBREVIATIONS ,LEGEND (CONLL- CURVE TABLE M. F.L. FLOWLINE R/W RIGHT-OF-WAY 35� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CURVE RADIUS LENGTH TANGENT DELTA C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE - - - CENTERUNE C1 500.00' 143.47' 72.23' 16'2624" T.O.M. TOP OF MANHOLE SDMH INVERT CB STORM DRAIN MANHOLE CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. C2 2474.80' 592.89' 297.87 13643'35" SCALE: 1 " = 50' INV. EL./ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STD. 50' 25' 0' 50' 100' PA PROPERTY UNE S/W SIDEWALK — E.P. EDGE OF PAVEMENT FH FIRE HYDRANT — - - — - - — - - -- TRACT BOUNDARY UNE TABLE EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY EXISTING STEM DRAIN UNE BEARING DISTANCE IIIIIIIIII Q SURVEY MONUMENT /—PIPE SIZE S EXISTING SEWER L1 S 89'3739" E 30.36' 0 CONSTRUCT STORM DRAIN 80S UTILITY: µ PHASE UNE MANHOLE TYPE "A" PER W -WATER S -SEWER L2 N 59632'47" E 53.03' C.O.B. STD. SW -4 G -GAS D -DRAIN SEC11ON LETTER CONSTRUCT CATCH BASIN A L3 N 41'14'24" E 77.81' TYPE A PER C.O.B. STD. D-14 z 0 CONSTRUCT STORM DRAIN 2 ' JUNCTION BOX PER SHEET WHERE SECTION IS SHOWN C.O.B. STD. D-17. "A" Know what's below. ® CONSTRUCT SEWER MANHOLE TYPE CONSTRUCTION NOTES PER C.O.B. STD. SW -4 AND SW -5. �1 CONSTRUCT PIPE SADDLE PER C.O.B. S. DET. D-9 Call before you dig. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. O CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY EXISTING SEWER MANHOLE GOVERNMENT TYPE "A" INLET GRATE AND FRAME, "A" 1.2-6352 P 1- 5 PLATE NUMBER A-1200, PER DETAIL ON SHEET 3 EXISTING SEWER CLEANOUT OR APPROVED EQUAL. IIIIIIIIII DRY PORT WAY - , _ SEE SHEET 8 23 w i _ ' J I J I __j J Ii• $ z cn I co i o I , IIt i q o _ / 30'' ►-� i r o f r J J �i 3p, tt I M 16 3C3 00 o ► X20 � 22 O o Z M �t d p cr_18 g o N g /- p M 14 �' X15 4z ��� i w ' W19 ' Z ' 21 "'zl Nz� C; cr 130 �'' _3 •� -Z 1 N i I cn I v , .,.i �! N r q v / .~. LQ � I �-- z W Q W i o V o c.S o _ W i U) i N d t0 cv 0VO N00 Li i I (n i N pp ONO O LC) d I� = a0 0 Z O M h U D V) � G) I i O- N QO to m to o N - C Ci cfl �, D LO CO CO o m cn tr' pd + 'Q 00 .0. tet- to ` 0 .. N � V M T o 00 + I i ' z c+ +n + i + Z + + i Q °° p '� ^ 00 / i U t0 �} O N s� � ao � LO d a3 cv + z d+• t+ � ; I 1 I I a0 m + + .� 5 1 NN N NI ( I �QQZQQ Q Q ' H eta --Fa- I¢- Q �QQ EV- (! •- •- ( i r r 1-- r � - N - cnL - cn _ - � to to V) c i ch En cc% v N F<- to cn N l lm_1 cn I iii cn to to to N -{ _ _ __ - -[ -- �- - ... _ �--•- - N :M mz] BRANDYWINE WAY SEE SHEET 8 INSTALL X377.74 It OF 8' ^ W p . 00 00 w J w z z O _ .00 1 + c0c 0 coo W J J U) W w 6 \ APPRO IMATE Fl ISHED \ \ \ \ GROUNI 0 CEN11 RUNE \ \ 1 1 -- _ 718 708 702 706 INSTALL 53.36 LF OF 18" 698 702 696 700 694 698 692 INV. 8" SEWER z • 692 716 690 INS rALL 242 44 LF Of 8" PVC SEWER 2.76% _ Z '•c0 �CD 1 NN C7 f�tCm♦- •- t O z z LLJ t- > 26) W •> �_ Wlu>: 680 z cin w M M Q INV. 36' DRAT CV h► h• Y cV Z • - 714 r a INV. 18' rn o 3 w U_ tfj LO cc -F- Z et' co cc r W1. LLJ - ao t' 0'nj' Co t>v - Q Li m M CO Co �- et _2 I= p�pp J Q J Ln V 6 a W J � t- O Li Lci V Z W 712 cr v~i W WW tu z Q OLLJG Co > W w W Ci Z W ; -------- 1 j i d.o t- O co 3cnz iiicv 710 06 w u)z CONSTRUCTION NOTES y •> 1 d Nw w w o� z> >_ 0 <C -I- rn INV. 18" DRAIN nFT A 11 _ "A" -RCP INV. 8" STWER lx. *10" C to it co wzz / 1 di OD 1 �V7 708 . EXISTING SEWER CLEANOUT 696 OR APPROVED EQUAL. w a. • WW; J INV. 18' r GO 00 1 1 z INV 8- URAIN W .. W 00 co / INV 8' SEWER co los 694 _j V Z z z - N 6 Ci INV. 18" DRAIN \ \ `'' `'' ``' APPRO (MATE nh ISHED •o \ '�r + GROUND 0 CEN11 RLINE N Coco 704 o 0000 W J 692 \ Z (0 ow `- 702 > \ N W 700 wi' J J Q W \ INSTALL 223.61 Lk OF 36" RGJ-R 0 1.61 �. m c') w W APPRO kTE FINI ED 698 N 0 1'0• W W \ \ 69.9 6x99GROUND ' 41 CENTERLINE 696 J > 688 INV. 8' SEWER : `'�•,, 694 686 692 - - O 690 2 1 1 1 i / 1 , 688 IN V. 3s DF AIN ' 1 6821 , 686 1 " CLEAR CE J 680 - / . z LJ 684 o r 678 ? a i INV 8' MWERI = 682 Z 6' CLE kRANCE , Z ,.fw .w w MYJ. INV. � • ` �- 1 680 r J N 3 + N � s74 ' D N T.' __ __ __ N x 678 •.�. ..1 w� t INV. 8" WER MY) LJ INSTAL 217.86 LF OF 36' RGJ-R P 0 0.& 30 3 z w _z INV. 42" DRAIN 676 -' o(Pd _NV. _ - m t• 674 670 INSTALL X377.74 It OF 8' ^ W p . 00 00 w J w z z O _ .00 1 + c0c 0 coo W J J U) W w 6 \ APPRO IMATE Fl ISHED \ \ \ \ GROUNI 0 CEN11 RUNE \ \ 1 1 -- _ a SEE sy WAY l A p f_ EET 7 13 o/ v O 20 I 21 M �� ,r, N a N? U M "� / /cat' �w /11 AD go Z N N B N / m I cv ANN 718 716 714 OLD WOOD DRIVE STA. 12+27.64 C.L. TO 27+48.42 C.L. 712 SCALE: 13 = 50 HORIZONTAL 1" = 5' VERTICAL 710 708 ALL 281123 LF 09 8' PVC ISEWER 010.50% 704 708 702 706 INSTALL 53.36 LF OF 18" 698 702 696 700 694 698 692 INV. 8" SEWER z • 692 3 W 690 z a' z 682 Q R10 @ 2 .0 00 _ Z '•c0 �CD 1 NN C7 f�tCm♦- •- t O z z LLJ 682 > 26) W •> �_ Wlu>: 680 z cin w M M z 0 INV. 36' DRAT CV h► h• Y cV Z • - D%r r a INV. 18' rn o 3 w U_ tfj LO cc -F- Z et' co cc r ON - ao t' 0'nj' Co t>v - Q Li m M CO Co �- et _2 I= p�pp J Q t0 a W J � t- O Li Lci V Z W Q cn v~i W WW tu z Q OLLJG Co > W N ���jjj Ci Z W ; -------- 1 j i d.o t- O co 3cnz iiicv to co CONSTRUCTION NOTES y •> 1 d Nw w w o� z> to n INV. 18" DRAIN nFT A 11 _ "A" -RCP INV. 8" STWER lx. *10" C to r r wzz / 1 di OD 1 �V7 1 / OC EXISTING SEWER CLEANOUT 696 OR APPROVED EQUAL. w Z J INV. 18' r GO 00 1 1 z INV 8- URAIN 0+0 ccoo 00 co / INV 8' SEWER co 01 694 _j V Z z z - N 6 Ci INV. 18" DRAIN `'' `'' ``' m + =`: ��M N Coco J o 0000 W J 692 Z (0 ow `- CO 6 ri > \ N W wi' J J Q W \ INSTALL 223.61 Lk OF 36" RGJ-R 0 1.61 �. m c') w W APPRO a SEE sy WAY l A p f_ EET 7 13 o/ v O 20 I 21 M �� ,r, N a N? U M "� / /cat' �w /11 AD go Z N N B N / m I cv ANN 718 716 714 OLD WOOD DRIVE STA. 12+27.64 C.L. TO 27+48.42 C.L. 712 SCALE: 13 = 50 HORIZONTAL 1" = 5' VERTICAL 710 708 ALL 281123 LF 09 8' PVC ISEWER 010.50% 12+00 13+00 14+00 15+00 16+00 R RCP 253% N www INST LL 273.253 LF 42' RGJ RCP @ 08x D ¢ W W Lq W W o N OD COW + " zQ w W W W W 712 INSTALL 43.44 LF OF 42 D t- J -J J X J J 710 708 706 704 702 700 698 696 694 692 690 688 686 686 678 704 708 702 706 INSTALL 53.36 LF OF 18" 698 702 696 700 694 698 692 -J 690 z • 692 3 W 690 z a' z 682 Q R10 @ 2 .0 00 • (• Z '•c0 �CD t NN C7 f�tCm♦- •- t O z z LLJ 682 > 26) W •> �_ Wlu>: 680 z cin w z 0 3 LL ` >e ' z 0 1 / N CV h► h• Y cV Z • N D%r 0 a INV. 18' rn o 3 w U_ tfj LO cc -F- Z et' co cc r ON - ao t' 0'nj' Co t>v - Q Li m M CO Co �- et _2 I= p�pp J Q t0 a W � t0 � t- O Li Lci V Z W Q cn v~i W WW tu z Q OLLJG > W N ���jjj Ci Z W ; -------- 1 j i d.o V Z 3cnz iiicv >> �IIIIIIIII CONSTRUCTION NOTES y •> 1 d Nw w w o� z> ww INV. 18" DRAIN nFT A 11 _ "A" -RCP INV. 8" STWER lx. *10" C to r r wzz / 1 GOVERNMENT TYPE we INLET GRATE AND FRAME, "A" 1 �V7 1 / OC EXISTING SEWER CLEANOUT 696 OR APPROVED EQUAL. w Z J INV. 18' r GO 00 1 1 i INV 8- URAIN 0+0 ccoo 00 co / INV 8' SEWER i 01 694 _j V Z z z - N 6 Ci INV. 18" DRAIN INV. 18' DRAIN 9 m =`: ��M N Coco J W W J 692 I Q `- CO 6 ri > \ N W wi' 00 00 00 Q W \ •0• • J. • •APPROXIM �. APPRO kTE FINI ED N 0 1'0• W W \ \ 69.9 6x99GROUND 41 CENTERLINE J > 688 686 O 2 1 1 1 i / 1 , ' 1 6821 , 1 " CLEAR CE 680 - / . 678 INV 8' MWERI 6' CLE kRANCE Z 67s INV. � • �- 1 J N 3 � s74 ' D N __ __ __ N x •.�. ..1 INV. 8" WER 672 8" S 3 z w _z INV. 42" DRAIN -' o(Pd _NV. _ - m t• M 670 0 •WER '°00N > rINV 'd• •� " 0 3cn 42" DRA N ji 3 F 0 • W w 668 2" R J -RCP 0 0.08% nN d' 00 N `- d• to N 00 P v~i W W 666 J 26+00 27+00 27+75 w - -? d NOTES: 1. PRIOR TO CONSTRUCTION AT THE CITY PARK zV z zzrL6 J vz • O m 0( 00 r r r�Q C-4 00 Of r� A rV •• 00 0 %- • • v w� 0 . . Z -I- cotoW t- 00p, C)N ZZZ Q wzZ _ •; O O P, 0 0 O aD + 00 X N" Nw _ p Z N 134.94 LF OF 3f Z wJw V .; >j N to 12+00 13+00 14+00 15+00 16+00 R RCP 253% N www INST LL 273.253 LF 42' RGJ RCP @ 08x D ¢ W W Lq W W o N OD COW + " zQ w W W W W 712 INSTALL 43.44 LF OF 42 D t- J -J J X J J 710 708 706 704 702 700 698 696 694 692 690 688 686 686 678 712 J -RCP 1.503: INSTALIJ 120.44 www w w w 0 42"INS LL 6.02 LF OF 109.75 RGJ-R P 0 0 71 o JRW-RCP 0.323 Rt 710 680 704 708 702 706 INSTALL 53.36 LF OF 18" 698 702 696 700 694 698 692 -J 690 694 • 692 3 W 690 z a' z 682 Q R10 @ 2 .0 00 • (• Z '•c0 �CD t NN C7 f�tCm♦- •- t O z z LLJ 682 > 26) W •> �_ Wlu>: 680 z cin w z z w W 1 / N CV h► h• Y cV Z • N D%r 0 04 mo rro + • C00 INV. 18' rn vi Q m U_ tfj LO cc -F- Z et' co cc r ON cc t' 0'nj' Co t>v - Q Li m M CO Co �- et _2 I= p�pp J Q t0 a W � t0 r., c0 CO W W O Li W V Z W Q cn v~i W WW ___... W J W Q OLLJG > W N ���jjj Ci Z W ; -------- 1 j 1 V Z WW w �IIIIIIIII CONSTRUCTION NOTES y •> 1 ' F OF EXISTING o� z> ww INV. 18" DRAIN nFT A 11 _ "A" -RCP INV. 8" STWER lx. *10" C AR EXISTING SEWER MANHOLE W / 1 GOVERNMENT TYPE we INLET GRATE AND FRAME, "A" 1 , 1 / OC EXISTING SEWER CLEANOUT 696 OR APPROVED EQUAL. 712 J -RCP 1.503: INSTALIJ 120.44 www w w w 0 42"INS LL 6.02 LF OF 109.75 RGJ-R P 0 0 71 o JRW-RCP 0.323 Rt 710 680 704 708 702 706 700 704 698 702 696 700 694 698 692 696 690 694 688 692 686 690 684 688 682 ! 002 2 .0 INSTAL 15.42 ll OF 18' RGJ - RCP 0 .11% 696 698 698 694 692 cn Mcm N $ Z W 688 do 00 co 00 Q co - i0 OO N aV -J; z0 .; > RO L .Z t0 z wW 9;; Z_ ZZ a00 690 ;4- _ ! 002 2 .0 • J �r �- • m '� �- Z '•c0 686 t NN C7 f�tCm♦- •- t0 Z CDOco LLJ 682 > 26) W > > •W W W Wlu>: 680 z cin w W 9p� zz 1 / Z W 1 1 ao w - D%r 1 - INV. 18' DRAIN ' 00 •-• 704 702 17+00 18+00 19+00 20+00 21+00 22+00 INSTALL 16.14 LF OF 18' INSTALL 25.42 LF OF 18' B SECTION 6 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 700 700 698 696 698 698 694 692 696 696 690 688 694 694 686 w 692 692 682 680 690 690 (n INV. 688 688 !" '00 Z '•c0 686 686 NN Z O 684 684 Ns �cV 682 682 00 Wlu>: 680 680 z B SECTION 6 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. rc SECTION rD SECTION \,,,V SCALE: 1» _ 50' HORIZ. fi SCALE: 1» = 50' HORIZ. 1 5 VERT. 1 = 5 VERT. 700 700 GJ -RCP 10 0.11 698 696 RGJ-RCD 0 0.11 694 692 1•= 690 690 688 688 686 686 w 684 682 682 680 N to •-- •00 (n INV. $ N W !" '00 Z '•c0 01 z to NN Z O 3 W ^ W a0 • ,•; Ns �cV (0 ^ • Oo 00 Wlu>: v- z O wJ z z W Z zz z ._i Z W '- IL Z 0- ao w - D%r ZQQ - Ld - a CV 00 •-• LO cc -F- Q U: m t+j Co ON QOj• + t' 0'nj' Co t>v - Q Li m M CO Co �- et _2 I= p�pp J Q t0 a W � t0 r., c0 CO J = V Q O Li CD CO a Q ¢ O Lq J ___... W J W Q OLLJG > W N ���jjj Ci Z W ; -------- 1 j W L j V Z WW w �IIIIIIIII CONSTRUCTION NOTES y •> t N-1 F OF EXISTING o� z> ww N nFT A 11 _ "A" -RCP 0.32 lx. W RGJ- CP 0 0. EXISTING SEWER MANHOLE W GOVERNMENT TYPE we INLET GRATE AND FRAME, "A" 1 , 1 / OC EXISTING SEWER CLEANOUT 696 OR APPROVED EQUAL. w i 1 INV. 18' 1 � 1 1 i INV 8- URAIN • V7 °'�Z+`°^ / INV 8' SEWER i 01 694 INV. 18" DRAIN INV. 18' DRAIN WW m rc SECTION rD SECTION \,,,V SCALE: 1» _ 50' HORIZ. fi SCALE: 1» = 50' HORIZ. 1 5 VERT. 1 = 5 VERT. 700 700 698 698 696 696 694 694 692 692 690 690 688 688 686 686 684 684 682 682 680 680 678 678 INS LL 15.41 LF OF 18' INST 25.42 LF OF 111" N 2'27'51" E 53.36' GJ -RCP 00.11% 15.42' -RCP 0.11% 25.42' L4 N 141623" E SO Wo L5 N 0.25'33' E 25.42' `4 rN 1'06'03' E 11 mo`"Q1 1 INV. ciJQ LaJ € 0c 4 IN VO CONSTRUCT STORM DRAIN PER C.O.B. STD. JJ to to • to Z O 3 W ^ W a0 • ,•; 0:: N d- z N 00 (0 ^ • Oo • 711 _j V_ dN• d• O co N Oo W C3 W (I 11 � N d• CC r� N++ D } Z i� Z Z O •>W L qW -j GV > a- O o G7 W Z cn �� ton 1\ 04 D%r ZQQ OONC4 C�ON54QNLi Gw CV +CNO 0�01C%m♦Li 4,J tWn \11 ON J Cfl N > = et _2 I= L,- N �p . ON6 WO -...1'Q O W a W W WV CL Gi j C3 Zit TYPE PER C.O.B. STD. D-14 -I 700 ZLU D ___... EXISTING 8'SEWER ,JUNCTION BOX PER 0N 109.75' S877'43"E ; -------- N • 3 cC € �IIIIIIIII CONSTRUCTION NOTES y •> t N-1 F OF EXISTING o� z> ww N nFT A 11 _ "A" -RCP 0.32 lx. W RGJ- CP 0 0. EXISTING SEWER MANHOLE W GOVERNMENT TYPE we INLET GRATE AND FRAME, "A" 1 , 1 / OC EXISTING SEWER CLEANOUT 696 OR APPROVED EQUAL. w INV. 18' DRAIN 1, 1 i INV 8- URAIN • V7 °'�Z+`°^ ' INV 8' SEWER Q E SECTION 6 SCALE: 1"= 50' HORIZ. 1"=5' VERT. 700 698 696 694 692 690 688 686 684 682 680 678 PVC $EWER LINE TABLE UNE BEARING DISTANCE L1 N 2'27'51" E 53.36' L2 S 8'42'03" E 15.42' L3 N 2'59'40" W 25.42' L4 N 141623" E SO Wo L5 N 0.25'33' E 25.42' `4 rN 1'06'03' E 11 mo`"Q1 1 INV. ciJQ LaJ € 0c 4 IN VO CONSTRUCT STORM DRAIN PER C.O.B. STD. uiz J� ELEVATION ZVO EWER N C.iim W PROPERTY UNE I, -ft M ^ II. C 4 n n Q C i dM co ' DRAIN O N N N z O (I 11 � N d• CC r� N++ D } n� g .•_ t� N O t0 tqt co pCVN 0 N NCv ' 04 C-4 �� ton zMM D%r ZQQ N�1 i�d• QQ Gw NN (n O J °� \11 i v Y ..... / W -WATER S -SEWER EXISTING 48" DRAIN G -GAS D -DRAIN ZVU CONSTRUCT CATCH BASIN "A" 109.75' S89 7'43"E 4 ' A TYPE PER C.O.B. STD. D-14 700 Q ___... EXISTING 8'SEWER ,JUNCTION BOX PER 0N 109.75' S877'43"E ; -------- N • 3 cC € �IIIIIIIII CONSTRUCTION NOTES y •> INSTLL9.23 N-1 F OF EXISTING o� z> ww N nFT A 11 _ "A" -RCP LINE TABLE UNE BEARING DISTANCE L1 N 2'27'51" E 53.36' L2 S 8'42'03" E 15.42' L3 N 2'59'40" W 25.42' L4 N 141623" E 16.14' L5 N 0.25'33' E 25.42' L6 rN 1'06'03' E 15.41' OF 8' PVC SEWFA cw3 'nr J 00 UZ z 0'0 rz:� m +c, 0; N co t0 W cnW W i7l' PROXIMA fE EX. "DRAIN y t LEGEND (CON T. �,_ ' ABBREVIATIONS FLOW JNE STUB WI PLUGS TO C.L. CENTERLINE M.H./MH BE EMOVES 706 ELEVATION SMH SEWER MANHOLE - - - CENTERLINE T.O.M. TOP OF MANHOLE SDMH 1 INV. INV. EXISTING CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. EL./ELEV. ELEVATION 8" EWER S CONSTRUCT SEWER PER C.O.B. STD. PA PROPERTY UNE I, -ft EXISTING E.P. EDGE OF PAVEMENT FH ' DRAIN - - - - - - - - - - TRACT BOUNDARY EX./EXIST. EXISTING 702 DESIGN WATER SURFACE J z 3 206.87 IF OF 8' PVC SEWER mw0 SURVEY MONUMENT/ 0 m 0 CONSTRUCT STORM DRAiN (n O J °� MANHOLE TYPE "A" PER W -WATER S -SEWER z G -GAS D -DRAIN ZVU CONSTRUCT CATCH BASIN "A" A TYPE PER C.O.B. STD. D-14 700 Q JM 2 ,JUNCTION BOX PER 0N 3 C.O.B. STD. D-17. N • 3 cC CONSTRUCT TYPE "A" EWE wMANHO �IIIIIIIII CONSTRUCTION NOTES SON •> INSTLL9.23 Xr F OF EXISTING o� z> ww N OF 48 -RCP 0.32 lx. W RGJ- CP 0 0. EXISTING SEWER MANHOLE W GOVERNMENT TYPE we INLET GRATE AND FRAME, "A" 23+00 O SAWCUT AS SHOWN OR AS DIRECTED BY CITY ENGINEER. REPLACE EXISTING AC PAVING AND BASE PER CITY STANDARD ST -6 OR MATCH EXISTING AC AND PAVING AND BASE THICKNESS, WHICHEVER IS GREATER, OR AS OTHERWISE APPROVED BY THE CITY ENGINEER. ® EXISTING LED PARKING AREA LIGHT AND POLE TO BE REMOVED, SAVED AND REINSTALLED AFTER CONSTRUCTION O EXISTING CURB AND SIDEWALK TO BE REPLACED IN SAWCUT AREA ® CONTRACTOR TO PROTECT IN PLACE OR IF REQUIRED REPLACE IRRIGA11ON PIPE AND CONTROL WIRES iN CONFLICT NTH CONSTRUCTION OF PIPES * �-Yev a£C7R/C t • SnNc cDurr 0 RRjOgnON COiMIpUir 6 � �' y • $ ``�`"----.,_. Jot WIDE St 1 ?�• MqR NE ciSNE ^ CH 21, 1994 /N'kERS�� R N FAV( Q 2425 OF Q %D5 CI C of D �^+, LL pqC RECpRps L GEN D: y t LEGEND (CON T. �,_ F.L. ABBREVIATIONS FLOW JNE R/W RIGHT-OF-WAY TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERLINE M.H./MH MANHOLE 706 ELEVATION SMH SEWER MANHOLE - - - CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAiN MANHOLE INV. 704 CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. EL./ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STD. PA PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT - - - - - - - - - - TRACT BOUNDARY EX./EXIST. EXISTING 702 DESIGN WATER SURFACE C/G INSTALL 206.87 IF OF 8' PVC SEWER 0 -0.35% SURVEY MONUMENT/ -PIPE SIZE m 0 CONSTRUCT STORM DRAiN WS UTILITY: PHASE UNE MANHOLE TYPE "A" PER W -WATER S -SEWER z G -GAS D -DRAIN SECTION LETTER CONSTRUCT CATCH BASIN "A" A TYPE PER C.O.B. STD. D-14 700 Q CONSTRUCT STORM DRAIN 2 ,JUNCTION BOX PER 0N 3 C.O.B. STD. D-17. N • 3 ® CONSTRUCT TYPE "A" EWE wMANHO �IIIIIIIII CONSTRUCTION NOTES PERBSTD. S '- Z Xr 698 o� z> CONSTRUCT SEWER CLEANOUT >z PER C.O.B. STD. SW -6. Ja "zZ EXISTING SEWER MANHOLE W GOVERNMENT TYPE we INLET GRATE AND FRAME, "A" PLATE NUMBER A-1200, PER DETAIL ON SHEET 3 OC EXISTING SEWER CLEANOUT 696 OR APPROVED EQUAL. w • r -i. V00 Z Q • V7 °'�Z+`°^ Q 01 694 WW m J J 692 N W �. APPRO (MATE FI SHED 6 0 1'0• GROUND690 @CEN RUNE � 688 686 O 2 684 1 ' 6821 680 - 678 INV 8' MWERI Z 67s INV. 2' DRAIN �- J N 3 � s74 tfi N x ..1 672 xo _z o(Pd - m t• M 670 0 ^ N cO ccoo 0 • W w 668 2" R J -RCP 0 0.08% v~i W W 666 26+00 27+00 27+75 NOTES: 1. PRIOR TO CONSTRUCTION AT THE CITY PARK L GEN D: LEGEND (CON T. �,_ F.L. ABBREVIATIONS FLOW JNE R/W RIGHT-OF-WAY TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE - - - CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAiN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. EL./ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STD. PA PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT - - - - - - - - - - TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY EXISTING STORM DRAIN SURVEY MONUMENT/ -PIPE SIZE - -- s EXISTING SEWER 0 CONSTRUCT STORM DRAiN WS UTILITY: PHASE UNE MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. STD. SW -4 G -GAS D -DRAIN SECTION LETTER CONSTRUCT CATCH BASIN "A" A TYPE PER C.O.B. STD. D-14 Q CONSTRUCT STORM DRAIN 2 ,JUNCTION BOX PER SHEET WHERE SECTION IS SHOWN C.O.B. STD. D-17. ® CONSTRUCT TYPE "A" EWE wMANHO �IIIIIIIII CONSTRUCTION NOTES PERBSTD. S W-5. O1 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. O2 CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY - EXISTING SEWER MANHOLE GOVERNMENT TYPE we INLET GRATE AND FRAME, "A" PLATE NUMBER A-1200, PER DETAIL ON SHEET 3 OC EXISTING SEWER CLEANOUT OR APPROVED EQUAL. COORDINATE WITH RECREATION AND PARKS DEPARTMENT FIDEL GONZALEZ (661) 326-3268 2. CONSTRUCTION SCHEDULE TO BE APPROVED BY RECREAi1ON AND PARKS DEPARTMENT. CONSTRUCTION SHALL NOT DISRUPT PARKING FOR SCHEDULED EVENTS. 3. REPACE AND RESTORE EXISTING IMPROVEMENTS TO OPERATIONAL STATUS INCLUDING BUT NOT LIMITED TO STRIIPING, CURB & GUTTER, PLANTERS, LANDSCAPIING SIDEWALK, IRRIGATION AND ELECTRICAL FACILITIES. SCALE: 1'* = 50' 50' 25' 0' 50' 100' Know whaYs b@IOW. Call before you dig. D �IIIIIIIII rA_SECTION � �7 SCALE: 1 50' HORIZ. 1 5' VERT. KRISTA VINEYARD WAY TURNING LEAF LANE OLD WOOD DRIVE SEE SHEET 4 SEE SHEET 5 SEE SHEET 6 706 704 702 700 398 396 394 392 3"90 388 :)86 584 382 380 378 376 374 372 370 "r-0 SEEDLING WAY STA. 10+00.00 C.L. TO 17+22.95 C.L. 'SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL FH.f�1r' 6 (NOT A RT) C) 0C� R/W 0) W 21 LU m 13' LU V) LO U0 + + 00 L R/W LEGEN D (CON TA F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY 35, q T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE cvl) 0 INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. EL/ELEV. ELEVATION GB S/W GRADE BREAK SIDEWALK CONSTRUCT SEWER PER C.O.B.STD. SCALE: 1 = 50" PA PROPERTY LINE E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY 50' 25' oil 50' 100, EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE lit 40 CURB & GUTTER XRW EX. RIGHT-OF-WAY EXISTING STORM DRAIN 6M SURVEY MONUMENT PIPE SIZE s-- EXISTING SEWER 0 CONSTRUCT STORM DRAIN 80S —UTILITY: INSTALL 331.2 -ff-`O",r-RGJ---RCP-4-". MANHOLE TYPE "A" PER W -WATER S -SEWER 27, C.O.B. STD. SW -4 G -GAS D -DRAIN SECTION LETTER CONSTRUCT CATCH BASIN "A* co TYPE PER C.O.B. SM. D-14 CONSTRUCT STORM DRAIN lli_�SHEET ------------ JUNCTION BOX PER WHERE SECTION IS SHOWN C.O.B. SM. D-17. "A' rA_SECTION � �7 SCALE: 1 50' HORIZ. 1 5' VERT. KRISTA VINEYARD WAY TURNING LEAF LANE OLD WOOD DRIVE SEE SHEET 4 SEE SHEET 5 SEE SHEET 6 706 704 702 700 398 396 394 392 3"90 388 :)86 584 382 380 378 376 374 372 370 "r-0 SEEDLING WAY STA. 10+00.00 C.L. TO 17+22.95 C.L. 'SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL FH.f�1r' 6 (NOT A RT) C) 0C� R/W 0) W 21 LU m 13' LU V) LO U0 + + 00 L R/W .1 9+50 10+00 11+00 12+00 13+00 14+00 15+00 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 ana 17+00 17+50 . 20' 2' 2 EIIIIING PLANTER CURB EXISTING PLANTER CURB EXISTING PAVEMENT - EXISTING PAVEMENT 7 EXISTING BASE EXISTING BASE PAVEMENT PATCH PER CITY STANDARD ST -6 OR MATCH EXISTING AC AND BASE THICKNESS, WHICHEVER IS GREATER. BACKFILL D PER CITY STANDARDAST-22 7-10,1 rff"SECTION � �7 SCALE: 1"= 40' HORIZ. 1 is = 8' VERT. NOTES: 1. PRIOR TO CONSTRUCTION AT THE CITY PARK COORDINATE NTH RECREATION AND PARKS DEPARTMENT FIDEL GONZALEZ (661) 326-3268 2. CONSTRUCTION SCHEDULE TO BE APPROVED BY RECREATION AND PARKS DEPARTMENT. CONSTRUCTION SHALL NOT DISRUPT PARKING FOR SCHEDULED EVENTS. 3. REPACE AND RESTORE EXISTING IMPROVEMENTS TO OPERATIONAL STATUS INCLUDING BUT NOT LIMITED TO STRIIPING, CURB & GUTTER, PLANTERS, LANDSCAPIING SIDEWALK, IRRIGATION AND ELECTRICAL FACILITIES. LEGEND: LEGEN D (CON TA F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY 35, q T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE cvl) 0 INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. EL/ELEV. ELEVATION GB S/W GRADE BREAK SIDEWALK CONSTRUCT SEWER PER C.O.B.STD. SCALE: 1 = 50" PA PROPERTY LINE E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY 50' 25' oil 50' 100, EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE 40 CURB & GUTTER XRW EX. RIGHT-OF-WAY EXISTING STORM DRAIN 6M SURVEY MONUMENT PIPE SIZE s-- EXISTING SEWER 0 CONSTRUCT STORM DRAIN 80S —UTILITY: INSTALL 331.2 -ff-`O",r-RGJ---RCP-4-". MANHOLE TYPE "A" PER W -WATER S -SEWER 27, C.O.B. STD. SW -4 G -GAS D -DRAIN SECTION LETTER CONSTRUCT CATCH BASIN "A* co TYPE PER C.O.B. SM. D-14 CONSTRUCT STORM DRAIN lli_�SHEET ------------ JUNCTION BOX PER WHERE SECTION IS SHOWN C.O.B. SM. D-17. "A' _j Know what's below. CONSTRUCT SEWER MANHOLE TYPE CONSTRUCTION NOTES PER C.O.B. STD. SW -4 AND SW -5. _j 111 before dig. CONSTRUCT SEWER CLEANOUT you PER C.O.B. SM. SW -6. 0 CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY EXISTING SEWER MANHOLE 0 0 GOVERNMENT TYPE *A7 INLET GRATE AND FRAME, 1.2— 6 3 5 2 P h 1— 5 Oa 0 : S: (on UWj *00 PLATE NUMBER A-1200, PER DETAIL W ON SHEET 3 EXISTING SEWER CLEANOUT OR APPROVED EQUAL ,6 75 Ui R c *-4 csl d >; >: Z a 0 cj >: 2: Z z LO 2' CO .-. — Q I z W to tf 0! 04 00 00 m + r - V_ 00 + C,4 to Z to (0 CO > U_JJ a. cn cn WE; Jcn cn LU wcn 6311•AFPROXIMAI. ® FINISHED­- CENTERON� 6GROUND AF PROXIMAT'. FINISHED Gf OUND ® 1 ENTERLINI r IA L . ............ ............... • --LINV. 87 SEW -3? IN I f. 8" SE IM -R L ..... 5" CLEARANCE IN .8"S Ir SEWI� R N 0 Ito 3:: 2: z 0 0 3:: A Z LAJ Z D D c/) R %0 tc) II in 00 % F- t j0 rn L)Z • z z ;06 wZ _j -Z Z Z LLJ - wz _j L6 0) z n 00) to V) co 0) 00 0 + CD 04 C-4 OD co co cs•Pei 00 00 00d t6 OD ow • to co a CL o 0 a. -ce Uj Ld I- _j -1 LLJ Ul Uj I Ld LJ _j i j I I I Ir LLJ Ai LLJ Ld LL A r4 %-olv.. Lu L" m Lq NSTALL 2.68.54 LF OF PVC SEND @ -0.94% 1 I STALL 278.48 LF OF Ir P SEWER 0 -0.54 INSTALL 170.66 LF OF 8" PV 6"t SEWER 10 -0.3519 .1 9+50 10+00 11+00 12+00 13+00 14+00 15+00 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 ana 17+00 17+50 . 20' 2' 2 EIIIIING PLANTER CURB EXISTING PLANTER CURB EXISTING PAVEMENT - EXISTING PAVEMENT 7 EXISTING BASE EXISTING BASE PAVEMENT PATCH PER CITY STANDARD ST -6 OR MATCH EXISTING AC AND BASE THICKNESS, WHICHEVER IS GREATER. BACKFILL D PER CITY STANDARDAST-22 7-10,1 rff"SECTION � �7 SCALE: 1"= 40' HORIZ. 1 is = 8' VERT. NOTES: 1. PRIOR TO CONSTRUCTION AT THE CITY PARK COORDINATE NTH RECREATION AND PARKS DEPARTMENT FIDEL GONZALEZ (661) 326-3268 2. CONSTRUCTION SCHEDULE TO BE APPROVED BY RECREATION AND PARKS DEPARTMENT. CONSTRUCTION SHALL NOT DISRUPT PARKING FOR SCHEDULED EVENTS. 3. REPACE AND RESTORE EXISTING IMPROVEMENTS TO OPERATIONAL STATUS INCLUDING BUT NOT LIMITED TO STRIIPING, CURB & GUTTER, PLANTERS, LANDSCAPIING SIDEWALK, IRRIGATION AND ELECTRICAL FACILITIES. LEGEND: LEGEN D (CON TA F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY 35, q T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. EL/ELEV. ELEVATION GB S/W GRADE BREAK SIDEWALK CONSTRUCT SEWER PER C.O.B.STD. SCALE: 1 = 50" PA PROPERTY LINE E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY 50' 25' oil 50' 100, EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY EXISTING STORM DRAIN 6M SURVEY MONUMENT PIPE SIZE s-- EXISTING SEWER 0 CONSTRUCT STORM DRAIN 80S —UTILITY: PHASE LINE MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. STD. SW -4 G -GAS D -DRAIN SECTION LETTER CONSTRUCT CATCH BASIN "A* TYPE PER C.O.B. SM. D-14 CONSTRUCT STORM DRAIN lli_�SHEET ------------ JUNCTION BOX PER WHERE SECTION IS SHOWN C.O.B. SM. D-17. "A' Know what's below. CONSTRUCT SEWER MANHOLE TYPE CONSTRUCTION NOTES PER C.O.B. STD. SW -4 AND SW -5. O CONSTRUCT PIPE SADDLE PER C.O.B. SM. DET. D-9 111 before dig. CONSTRUCT SEWER CLEANOUT you PER C.O.B. SM. SW -6. 0 CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY EXISTING SEWER MANHOLE GOVERNMENT TYPE *A7 INLET GRATE AND FRAME, 1.2— 6 3 5 2 P h 1— 5 PLATE NUMBER A-1200, PER DETAIL W ON SHEET 3 EXISTING SEWER CLEANOUT OR APPROVED EQUAL 10 R/W - 9 720 718 716 714 712 710 708 706 704 702 700 698 696 694 ann P HAS 4 F-: cp a! C> Tj z z W 0 (n 0 0 (41 0 0 x 0 0 C;d Z 30! 36 + z Ui Z to (0 z to < + +•Ui + + Uj C4 N CNI N 0 _3 tc) tO 16 _j 4 0)1 0 + + T+ + + ce R/W Gir �- W4� U) V) 30!' C18 '18'n C`n� 16 cn R/W W I, R/W cnlcn U) rl I — - - _cn CA KRISTA VINEYARD 6Y TURNING LEAF LANE SEE SHEET 4 -SEE SHEET 5 SUN ORCHARD DRIVE STA. 10+00.00 C.L. TO 14+07.60 C.L. SCALE: 1" = 50HORIZONTAL 1 to = 5' VERTICAL 9+50 10+00 11+00 12+00 i9mill] 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 14+00 14+50 LINE TABLE LINE BEARING DISTANCE Ll N 4114W E 77.81' L2 N 59'32'47* E LLJ z L3 i S 39'51'41" E 48.45' S4957*20*E 13+00 + + 0 z: INSTALL 1 DRAIN - -1 --71 W 00 S1 6*O4!01er& __ 11+00 " - 40 C:) N16*04!04! W 12+ N16*04!WW 708 LEGEND-.. 56.15' FA -,,c,' 184.16 q- 0 F/L 706 LH b.0 1 706 F.L. UM Ld m RIGHT-OF-WAY R/Wj + m 00 aq Uj cn _j < 00 M.H./MH MANHOLE 704 1.� R/W _j m co H 01 0 00 to *00 C> Uiz ELEV. T.O.M. 51 SMH SDMH 8 U') Z LQ m _j (3 >: z c; 4 < i.- zzz U ) U) CB 89 cv) cm ce C.) m 1* 10 _30'_ 30' 1 APPROXIMATE F INISHED Im 1(n. 0) cA Ir.- v- cn GB GRADE BREAK 702 0+ + cn v- + ZOO pw%pm I kin a ^m -IT-ftl IL Ir. z 04 c1q www W�mmmmflm AP PF OXIMATE INISHED C; Z If- CD 0) CO W �QQ cc' I • D.W.S. I MAJI'lu m PnI(n crocnicn cn GR Ok ND 0 CEI ITERLINE CURB & GUTTER KRISTA VINEYARD WAY EX. RIGHT-OF-WAY 9 W SEE SHEET 3 SEE SHEET 4 cn cr W SURVEY MUMENT /—PIPE SIZE 6*78 APPROXIMA1 698 0 CONSTRUCTON STORM DRAIN 'Am 8*S—UTIUTY.. GROUND 0 1ENTERLI MANHOLE TYPE PER W --WATER S -SEWER 696 696 MINE C.O.B. SM. SW -4 G -GAS D -DRAIN CONSTRUCT CATCH BASIN Uj An TYPE *A* PER C.O.B. SM. D-14 694 t 694 CONSUNCTRUCT STORM DRAIN MEN, •........•z:4 -j .4/ CLEARP NCE INV. 8" SEWER JTION BOX PER C.O.B. SM. D-17. MENNEN CE ME m�C 692 CONSTRUCT SEWER MANHOLE TYPE *A* m C-) INV. 18' )RAIN -3 J PER C.O.B. SM. SW -4 AND SW -5. C3 0? 690 690, 0 CONSTRUCT SEWER CLEANOUT INV. 4r DRAIN m + PER C.O.B. SM. SW -6. g_4 SECTION 8 EXISTING SEWER MANHOLE C) SCALE: 1" = 50' " HORIZ. EXISTING SEWER CLEANOUT1 •.......... = 5' VERT. "-INV. 6" SEWER 100 0 z U Pro 0 cn zw IN V. 6' SE�ER c1q E cn cn (Do( 0 C; Uj a co co zoo 0 z me It CO j 18 1 >: 40-5 z F- _j (.5 W1 ILL11 !x V_ le— to 10 _j 0 m 74) '14) 000 60 Z(O < -- , —. CID m 00 O C-4 Z LLJ N � Ld rA < 0 + 0 zi W U N51ALL 147.47 LF 7OF U W cn W W U) W 6" PVC SEWER 0- .007 INSTALL 35.35 LF' OF 6* FVC SEWEIt 0 1.=,') 9+50 10+00 11+00 12+00 i9mill] 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 14+00 14+50 LINE TABLE LINE BEARING DISTANCE Ll N 4114W E 77.81' L2 N 59'32'47* E 53.03 L3 i S 39'51'41" E 48.45' 712 710 708 706 704 702 700 698 696 694 692 690 a HIGHLAND KNOLLS DRIVE KRISTA VINEYARD WAY SEE SHEET 3 SEE SHEET 4 V cn4m co _0D MR ::i C14 2 2 W 0 OR co C-4 2 -U-) 06 Z 00 'Con C1 Z10 04 10.0 z 11 C14 to >: - L W . L z (d W 0- L < z Lq m CD 34! W _j (L Z M .1- z Id- U.I. • 05 LL_ LL: z _j C3 00 LLJ V_ + -4 N CV M+ 8 V_ + �+m co LL. C*4 _j (A cx 0 w— < W -j oo c4 < LL 23 < Lj 60 LION 0::9 0 z R. W d) C.) :z C3 cn < 0 L'i U) + + z (Au ZD 0 0) - - R/W R/W Z N N ' 18" DRAT FA7-�,, SIA, BRANDY WINE WAY STA. 10+00.00 C.L. TO 12+03.79 C.L. SCALE: 1 = 50' HORIZONTAL 1 = 5" VERTICAL 15.42' N7305556*E 1 S16104WE 10 tcR)' 18* DRAIN 132.6 .1 1fr DRAIN 28.85 -�-- FA N 10+ R@ CD 0 S4957*20*E 13+00 + + 0 z: INSTALL 1 DRAIN - -1 --71 W 00 S1 6*O4!01er& __ 11+00 " - 40 C:) N16*04!04! W 12+ N16*04!WW 708 LEGEND-.. 56.15' FA -,,c,' 184.16 q- 0 F/L 706 Liar, b.0 1 706 F.L. UM R/W RIGHT-OF-WAY R/Wj + m 00 aq Uj cn _j < 00 M.H./MH MANHOLE 704 1.� R/W _j m co H 01 0 00 to *00 C> Uiz ELEV. T.O.M. 51 SMH SDMH 8 U') Z LQ m _j (3 >: z c; 4 18' 18, zzz U ) U) CB 89 cv) cm ce C.) m 1* 10 _30'_ 30' 1 _j W d 0 32 0 - Im 1(n. 0) cA Ir.- v- 0++ GB GRADE BREAK 702 0+ + cn v- + ZOO 702 PA PROPERTY LINE z 04 c1q www W�mmmmflm M _j < < C; Z If- CD 0) CO W �QQ E.P. EX./EXIST. I • D.W.S. DESIGN WATER SURFACE cn cn PnI(n crocnicn cn _0 W Lq _j 700 HIGHLAND KNOLLS DRIVE CURB & GUTTER KRISTA VINEYARD WAY EX. RIGHT-OF-WAY 9 W SEE SHEET 3 SEE SHEET 4 cn cr W BRANDY WINE WAY STA. 10+00.00 C.L. TO 12+03.79 C.L. SCALE: 1 = 50' HORIZONTAL 1 = 5" VERTICAL UP UP 9+50 10+00 710 h INSTX, m 0 LLJ 710 Sd N 14 R@ CD 0 + + 0 z: INSTALL 1542 LF OF W 00 708 RGJ-RGI1 0 1.75' - 708 LEGEND-.. ABBREVIATIONS q- 0 706 Liar, b.0 1 706 F.L. UM R/W RIGHT-OF-WAY MIER LU aq Uj cn C.L. CENTERLINE M.H./MH MANHOLE 704 62 C14 00 I- m co H 00 to *00 704 ELEV. T.O.M. MEN. SMH SDMH SEWER MANHOLE STORM DRAIN MANHOLE 1, mlaiommmm_i'm _j (3 >: z c; >; W z zzz INV. INVERT CB CATCH BASIN CL a- 1* 10 z z _j W 0 - Im 1(n. EL/ELEV. MEN GB GRADE BREAK 702 SO 'r- MUM cn v- C4 cj C-4 702 PA PROPERTY LINE S/W FH SIDEWALK FIRE HYDRANT www W�mmmmflm M _j C; Z If- CD 0) CO W E.P. EX./EXIST. EDGE OF PAVEMENT EXISTING • D.W.S. DESIGN WATER SURFACE 700 ME!Nrvm 2mnjm] m _0 W Lq _j 700 C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY 9 W :11 cn cr W SURVEY MUMENT /—PIPE SIZE 6*78 APPROXIMA1 698 0 CONSTRUCTON STORM DRAIN 'Am 8*S—UTIUTY.. GROUND 0 1ENTERLI MANHOLE TYPE PER W --WATER S -SEWER 696 696 MINE C.O.B. SM. SW -4 G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. SM. D-14 694 694 CONSUNCTRUCT STORM DRAIN MEN, •........•z:4 -j .4/ CLEARP NCE INV. 8" SEWER JTION BOX PER C.O.B. SM. D-17. MENNEN ME m�C UP UP 9+50 10+00 710 h z < m 0 LLJ 710 Sd N 14 U) CD 0 + + 0 z: INSTALL 1542 LF OF W 00 708 RGJ-RGI1 0 1.75' - 708 LEGEND-.. ABBREVIATIONS q- 0 706 Liar, b.0 1 706 F.L. FLOWLINE R/W RIGHT-OF-WAY MIER LU aq Uj cn C.L. CENTERLINE M.H./MH MANHOLE 704 62 C14 00 I- m co H 00 to *00 704 ELEV. T.O.M. ELEVATION TOP OF MANHOLE SMH SDMH SEWER MANHOLE STORM DRAIN MANHOLE W _j (3 >: z c; >; W z zzz INV. INVERT CB CATCH BASIN CL a- 1* 10 z z _j W 0 - Im 1(n. EL/ELEV. ELEVATION GB GRADE BREAK 702 SO 'r- 1 n r- c,1 cn v- C4 cj C-4 702 PA PROPERTY LINE S/W FH SIDEWALK FIRE HYDRANT www + M M _j C; Z If- CD 0) CO W E.P. EX./EXIST. EDGE OF PAVEMENT EXISTING • D.W.S. DESIGN WATER SURFACE 700 m _0 W Lq _j 700 C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY 9 W :11 cn cr W SURVEY MUMENT /—PIPE SIZE 6*78 APPROXIMA1 698 0 CONSTRUCTON STORM DRAIN 'Am 8*S—UTIUTY.. GROUND 0 1ENTERLI MANHOLE TYPE PER W --WATER S -SEWER 696 696 C.O.B. SM. SW -4 G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. SM. D-14 694 694 CONSUNCTRUCT STORM DRAIN •........•z:4 -j .4/ CLEARP NCE INV. 8" SEWER co Uj LU JTION BOX PER C.O.B. SM. D-17. 692 692 CONSTRUCT SEWER MANHOLE TYPE *A* m C-) INV. 18' )RAIN -3 PER C.O.B. SM. SW -4 AND SW -5. C3 0? 690 690, 0 CONSTRUCT SEWER CLEANOUT INV. 4r DRAIN m + PER C.O.B. SM. SW -6. g_4 SECTION 8 EXISTING SEWER MANHOLE SCALE: 1" = 50' " HORIZ. EXISTING SEWER CLEANOUT1 = 5' VERT. 11+00 12+00 LEGEND (CONIL- 3a5ul 4 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. SM. • S_ CONSTRUCT SEWER PER C.O.B. SM. TRACT BOUNDARY EXISTING STORM DRAIN EXISTING SEWER PHASE UNE SECTION LETTER A 2 _SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES O CONSTRUCT PIPE SADDLE PER C.O.B. SM. DET. D-9 CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY GOVERNMENT TYPE *9 INLET GRATE AND FRAME, PLATE NUMBER A-1200, PER DETAIL *9 ON SHEET 3 OR APPROVED EQUAL 712 710 708 706 704 702 700 698 69-65 694 692 690 ago 13+00 712 710 708 706 704 702 700 698 696 694 692 s���n h z < m 0 LLJ 0 t6 Sd N 14 U) CD 0 + + 0 z: a- Wvn cn 00 Z NNW Z q- 0 Liar, D 0 o MIER Uj (r z cd 16 10D 16 C) c) z Lq K Z Z cn SECTION SCALE: 1 50' HORIZ. • 1 5" VERT. 712 710 708 706 704 702 700 698 696 694 92 OLD WOOD DRIVE SEE SHEET 6 5 R/W 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 9-79 0_.j h z < m 0 LLJ 0 t6 Sd N 14 U) CD 0 + + 0 z: a- Wvn cn OLD WOOD DRIVE SEE SHEET 6 DRY PORT WAY STA. 10+00.00 C.L. TO 11+42.09 C.L. SCALE.- 1" = 50' HORIZONTAL 1" = 5' VERTICAL 9+50 10+00 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 a -/a 11+00 12+00 Know what's below. Call before you dig. INSTALL 141.23 LF OF 8" PVC SEWER 0 -0.35% Sd 00 Z Z q- 0 D 0 o z Uj (r z cd 16 10D 16 C) c) z Lq K Z Z cn 0 - 06 1 Z < v- m <+ U t6 OD www xa 0 to Lq Lq 11 9 APPROXIMA1 E FINISH GROUND 0 1ENTERLI •........•z:4 .4/ CLEARP NCE INV. 8" SEWER co Uj LU -4 m C-) C3 0? INV. 4r DRAIN m + g_4 9+50 10+00 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 a -/a 11+00 12+00 Know what's below. Call before you dig. IIIIIIIIII