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HomeMy WebLinkAbout1.2-6352 Ph 1 - 5 RevisionsV[MrrY MAP NO SCALE LEGEND: i ABBREVIATIONS = CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SM H SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV r R/W RIGHT OF WAY T.0 M. 363 22 — T TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s mmz mm momm m. g PHASE BOUNDARY ■■�■■�■■�■■� TRACT BOUNDARY • s CONSTRUCT SEWER PER CITY STANDARDS 3. CONSTRUCT SEWER MANHOLE ® TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. 3 EA CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT STORM DRAIN TURNING LEAF LANE JUNCTION BOX PER C.O.B. STD. D-17. E CONSTRUCT CATCH BASIN I TYPE "A" PER C.O.B. STD. S-12. w WATER LINE SHOWN AT LOCATIONS OF PIPE CROSSINGS I /ru 6. OLD WOOD DRIVE �Li�!�A�1T�I�11 576 LF FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS 7. SEEDLING WAY 42" STORM DRAIN LINE V[MrrY MAP NO SCALE LEGEND: OF SHEETS ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SM H SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T.0 M. 363 22 — T TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s mmz mm momm m. g PHASE BOUNDARY ■■�■■�■■�■■� TRACT BOUNDARY • s CONSTRUCT SEWER PER CITY STANDARDS 3. CONSTRUCT SEWER MANHOLE ® TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. 3 EA CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT STORM DRAIN TURNING LEAF LANE JUNCTION BOX PER C.O.B. STD. D-17. E CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. w WATER LINE SHOWN AT LOCATIONS OF PIPE CROSSINGS 34 3• CL MULTIPLE UTILITY TRENCH q SEWER MAIN 4'5* R 4' I TYP. STAMP AN " S" 5' WATERLINE IN THE CURB a s FACE ABOVE FINISHED STREET a °D 3 SEWER LETERAL GRADE 3 I " 36" TYP. so ° 7' MAX. :o TYP. * 00 1% MIN. IRAN. ...- ____--- 4' LATERAL (TYP) \ ` �. _ ' ' / r4p 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 WITHIN REQUIRED UTILITY 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. io t � �'ET`� CE --Q S ����` * FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, ,,jES l -r ..ME0 j M v M THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAN. Y 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. P �t��r L Y 4i�►►i sot RWtsib �?PcZOv£v 12• - Y-17 DST C— KEY MAP SCALE: 1° = 200' O3 DENOTES SHEET NUMBER "P4,V1 LL -4 'KC.E, 67tl0g DATE 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 59RTECTED PLANS/ MITTED TO THE CITY ��ER. _ ��� // �1 �SGER IA: 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. % 1 I + !-7 APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE 1 R.C.E. NO. 61069 EXP. 12-31-18 REM EWED ASSISTANT PUBLIC WORKS DIRECTOR INDEX OF SHEETS SUMMARY OF IMPROVEMENTS SEWER IMPROVEMENTS TOTAL BENCHMARK: SHEET T) TLE 6" SEWER LINE 283 LF U.S.G.S. Y-292, ELEVATION = 782.57 1. COVER SHEET 8" SEWER LINE 4" LATERALS 4771 LF 4033 LF B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET STANDARD MANHOLE 12 EA SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 2. NOTES &SPECIFICATIONS STANDARD DROP MANHOLE 3 EA 178 AND LENE PLACE. 3. HIGHLAND KNOLLS DRIVE SEWER CLEAN OUT 2 EA TEMPORARY CLEAN OUT 3 EA BASIS OF BEARINGS: 4. KRISTA VINEYARD WAY 5. TURNING LEAF LANE STORM DRAIN IMPROVEMENTS TOTAL THE BEARING OF N00732'24"E, SHOWN FOR THE EAST 18" STORM DRAIN LINE 1749 LF LINE OF PARCEL 1 OF PARCEL MAP NO. 10182, FILED 6. OLD WOOD DRIVE 36" STORM DRAIN LINE 576 LF FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS 7. SEEDLING WAY 42" STORM DRAIN LINE 808 LF USED AS THE BASIS OF BEARINGS HEREON. 48" STORM DRAIN LINE 15 LF 7' MAX. 8. * SUN ORCHARD DRIVE, �� TYPE A CATCH BASINS 10 EA . LEGAL DESCRIPTION: BRANDYWINE WAY & STORM DRAIN MANHOLES 13 EA DRY PORT ' WAY JUNCTION BOXES 3 EA 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. �r Know what's below. Call before you dig. 0 N CD Z Of w w z 0 z w J_ U °illlllll STANDARD NOTES .11 1. GENERAL 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 CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SODIUM HYDROXIDE 59 BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 111E CITY OF BAKERSFIELD SUPERVISION NECESSARY TO COMPLETE INSTALLATION. AMMONIUM HYDROXIDE 57.**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 (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH I TiONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS 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 CITYU3 BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. FERRIC CHLORIDE 19 19 IN THE PIPE ZONE FOR INI11AL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID OF BAKERSFIELD STANDARD DRAWING S-20. 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 mr CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS 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 OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL (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 MANHOLE c, AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY 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 ckf EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WiTH ANY MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TOKENT-SEAL, IN A GROOVED FOUNDATION. W UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION z TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY *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 Cl) THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF 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 THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR **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 Ili WITH RUBBER H > SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 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 >_ CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER ONES THAT SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH 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 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 THE NEW SYSTEM TiES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE 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. "' REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING z UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR I.E. INSTALLA11ON OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING 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 TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHIED AND CHECKED FOR GRADE, 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 BY CONTRACTOR PRIOR TO TRENCHING. ACCORDANCE WITH 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 ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, 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. " ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT OR DO NOT MEET CURRENT COB THE PLANS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 LAYING SIPHON AND PRESSURE STANDARDS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 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 SPECtFlCATIONS 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 ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE DESIGNATION "D"." REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED SECTION 65-1.O6B, RUBBER GASKEIED JOINTS , OF THE STANDARD SPECIFICATIONS. AS NOTED ON PLANS. 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 TITAN 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 STAMP AN "S"INTO THE CURB FACE OVER EACH SEWER LATERAL THE FOLLOWING REQUIREMENTS: !- °n to FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING m aC V_ USED SHAH EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE AND PLACING OF MATERIALS SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED � _ AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC 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 ao 0 INSIDE SURFACE. RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM MATTER, OR OTHER UNSATISFACTORY MATERIALS. U m d- z WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE OF -WAY. UNLESS SECURED BY AN iMPROVENT AGREEMENT, APPROVED INSURANCE AND TO ASTM D 3212 AND ASTM F 477. REJECTED. z L_ I m W SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. Q zi � I 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. j Q 'o - THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM PiPE LAYING. NO PIPE SHALL BE LAID UNTiL THE ENGINEER INSPECTS AND APPROVES w U ono 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 CONCRETE. ENGINEER. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION = d, COMPACTION TESTS SHALL BE THE RESPONSIBUTY OF THE DEVELOPER CONTRACTOR. "EARTHWORK" � ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. � THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM SHALL BE IN ACCORDANCE WITH SECTION 19, EARTHWORK AND SEC11ON 6-3, w v� 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) 2. STANDARD DETAILS 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 1 NEXT LAYER IS PLACED. WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE Y 9 o THE FOLLOWING CITY OF BAKERSFIELD STANDARDS 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 m 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 SHALL -CONSIDERED PART OF THESE PLANS: BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA LARGER PATCHES MAY SPECIFICATIONS AND THE FOLLOWING: DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE D-11, D-14, D-16, D-18 COMPACIIOIN OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD ST -22 TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, �„ SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLA11ON THE OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. 1 ST -6, ST -22 CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -N0 -G0 5� MANDREL ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) � SOUND LINING ADJOINING THE DAMAGED AREA. " 3. VCP INSTALLATION 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 - . MATERIALS -L THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY 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 CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN 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,� CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS 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 CONSTRUCTION OPERATIONS. 5 OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, , CURRENT EDITION WORK. SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. % AND THE CURRENT ASTM SPECIFICATIONS C-12. I MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I D) THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM irk a , M - Q 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING ' ' COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. W . M> 8 SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE WHERE Y = ALLOWABLE DEFLECTION IN (59) JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND. A SPIGOT END LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. v � WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE CUTIiNG PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND C-425. (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT MANUFACTURER) 10. SEWER PIPE INSTALLATION SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE P TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAYTHE 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 COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR AND BACKFILL OR INCORRECTLY CUT. w SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS " 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 MANUFACTURED BY MISSION CLAY PRODUCTS CORPORA11ON FOR THEIR MAINLINE 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 BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. 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 16. REQ/JACKED PIPE 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 THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING � CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE 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 CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL 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 REQUIRED) BE PER THE MANUFACTURER'S RECOMMENDATIONS. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD 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 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. COMPAC11ON ABOVE THE PIPE ZONE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GOUT. THE STRENGTH 4. ABS PiPE INSTALLATION CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE- BE AS SHOWN ON THE PLANS. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INFECTS AND APPROVES 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 USED THE COND11ION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT 7. TRENCH EXCAVATION � LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. PIPE LAYING SHALL BEGIN SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER WITH A SUITABLE FORK UFT. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED 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 NTH EACH PIECE LAID TRUE TO UNE AND GRADE AND IN THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF SUCH A MANNER AS TO FORM A T WITH - THE ADJOINING PIPE IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. 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 CLOSE CONCENTRIC JOIN AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. IN THE WORK PROGRESSES, THE BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. SHOP -WELDED JOINTS. SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE NO PIPE LITH DAMAGED LINING WILL BE ACCEPTED UNTiL THE DAMAGE HAS BEEN DESCRIPTION. PIPE SHALL NOT BE LAID WREN THE CONDITION OF THE FRENCH OR THE BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE NO TO THE SATISFACTION OF THE ENGINEER. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT TI PROGRESS, OPEN ENDS OF CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE Z CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF PIPE AND FITTINGS SHALL BE CLOSED. PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL o 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON FA INSTALLATION :PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: THE PLANS. WITH BELLED END PIPE BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO w THE CURRENT ASTM SPECIFICA11ON D-2321. ONLY CLASS I, 11, AND III EMBEDMENT 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. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT UPON COMPLE11ON OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE MATERIALS WILL BE CONSIDERED SUITABLE. CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT SIX 6 HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION 5. PVC PIPE INSTALLATION INSTALLATIONS SHALL MEET CITY STANDARD ST -22. O 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 MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT 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 ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS SPECIAL CASTING NECESSARY TO THE ASSEMBLY ERECTION AND COMPLETION OF THE THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING 8. BRACING AND SHORING WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY WITH SMOOTH EDGES AND FACES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. TiMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. 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 UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL DESCRIBED TYPES: REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHiCH ARE DAMAGED WORKERS OR THE STABIUTY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS HE SHALL SUBMIT DATA BY A OR INCORRECTLY CUT. BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH k CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. 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 PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. o INSTALLATION :PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY NTH ANY OF THESE AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE LITH THE THE CONTRACTOR, BEFORE RESUMING WORK, -SHALL FURNISH THE ENGINEER WITH A THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT 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 MATERIALS WILL BE CONSIDERED SUITABLE. EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. iNE 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. 6, REINFORCED CONCRETE PIPE WITH PVC LINING. MM). BACKFlLL AT ALL TiMES. AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE 17. MINOR STRUCTURES (a REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET iNE FOLLOWING TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 � 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 REQUIREMENTS: MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL THE PIPE END. iNE JOINT FLAP SHALL OVERLAP iNE LINING IN THE ADJACENT PIPE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, TO THE PROVISIONS OF � 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCI') SHALL BE EITHER CLASS IV CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, OR CLASS V WITH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, 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 SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL � TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY MELDING THE FLAP TO THE OF WORKER PROTECi1ON FROM THE HAZARD OF CAVING GROUND DURING THE EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE 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 S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD Z CARE SHALL BE TAKEN TO PROTECT iNE FLAP FROM DAMAGE. EXCESSIVE TENSION SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE BEFORE PLACING INTO SERVICE ALL LINES SHALL BE FLUSHED AND MANDRELLED TO SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL � 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 SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. AND DISTOR11ON IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING PLANS REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING � Z PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' 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 OF THE PiPE. ALL WORK FOR AND IN CONNEC11ON WITH THE INSTALLATION OF THE HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. PROHIBITED ON THIS PROJECT. STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL O LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE THE DONT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A 2 - iN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND 9. TRENCH BACKFlLL EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TOIx RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION pWAU RTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET J 0 <C REQUIREMENTS. 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 J � 0 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING 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 18. ADJUST SURVEY MONUMENT ENCASEMENTS - (a LL' STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES SPECIFICATIONS AND INSTRUCTIONS OF iNE LINING MANUFACTURER. THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE PLANS. SEWER WYES SHALL BE INSTALLED ON iNE TRUNK IN ACCORDANCE WITHto WHEN TESTED AT 777 t5 (251C t3 ). WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR Uj ad 0 CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER �- 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 PROPERTY �L (PAR, 1. PLATE. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. ' 0 m 0. TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN (15 MPA MIN.) (14.5 MPA MIN.) HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS 11.. SYSTEM TESTING = JOINED. AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 31fi C}. " THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FORA Q � Q ELONGATION AT BREAK 2009 MIN. 2009 MIN. 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.lij SHORE DUROMETER, TYPED 1 -SEC. 50-60 t5 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 WITH RESPECT TO INITIAL TEST RESULT 10 -SEC. 35-50 f5 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 I� < () WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE 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 Q � WEIGHT CHANGE t1.5 A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT 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 OF THE WELD STRIP. TENSILE SPECIMENS SHALL BE PREPARED AND TESTED iN ACCORDANCE WITH ASTM DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING A MINIMUM OF ONE DAY. anW D412 USiNG DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY THE FOLLOWING SPECIAL REQUIREMENT SHAD_ APPLY WHEN THE UNER COVERAGE IS BACKFILL MATERIAL ABOVE THE PIPE ZONE SHAD_ BE FREE OF DELETERIOUS MATERIALS 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO C9 . 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL 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 PROPERTIES MAY BE TAKEN FROM LiNER PLATE SHEET AND WELDING STRiP AT ANY 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. TiME PRIOR TO FINAL ACCEPTANCE OF THE WORK. 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 WITH 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 LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A � { Z TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED MEN WELDING 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. PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT 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 RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST POTENTIAL FUTURE GROUNDWATER BUILD-UP. PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF ' � � SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21- - 2T C INCLUSIVE. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED AND ANY EXCESS ( ) 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. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO DISPOSAL OF THE CONTRACTOR. 0 ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE THE CONTRACTOR MAY SUBMIT TO THE ENGINEER. SIEVE ANALYSIS FOR UTILIZATION OF CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS 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 � ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT IN-SITU MATERIALS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE " HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. I i " ALL LATERALS SHALL BE 4 IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE FIRM " CRACKS, WHICH MAY OCCUR IN THE PiPE OR IN THE JOINT AFTER INSTALLATIONS, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT 4 BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY UNE WITH 30 OF COVER AT FLOW UNE. Y WITHOUT DAMAGE TO THE LINING. 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 -OF- E 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT 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. + I WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL � RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE ` Know what's below. BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 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�aII before you di (25' C f3 ). 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 FLOWLINE. y g W AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED AND COUPLINGS SHALL BE AVOIDED. _ ACCORDANCE WITH SECTION 7-2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT 1.2-6352 Ph 1 - 5 co �° MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, MATERIAL I THE MATERIAL WILL BE SUBJECT TO REJECTION. I l Tei k l r%_ A RPNO�EE�' $ B SE2o 2030 i co A. 2 t $"0 • d'' d 2 � t p�H k k 1� aRptN S'1P`' 19+A111 0 19x44. `" 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 t p lor t t p n �- t t t ` ' t to t PA I t ` vi t R/W t t ` F/L t N87'41'40"E 18" Df \ ` 1'440 C> l� TcC" t -o�15'r�� ��Co r� rQk ri+� EXISTING •-�,4 5 v�'PP�*� �"�� L� ti .�Z� .- ?,Z to FBRECKENRIDGE DRAINAGE BEDFORD GREENS DRIVE CHANNEL 9 L+ EX. STREET DRAINAGE AND FLOWAGE EASEMENT _ _ 120' 1 s N .d IMPROVEMENTS IN FAVOR OF THE CITY OF BAKERSFIELD 8 a o M '011 M . tt it RECORDED SEPTEMBER 18, 1996 AS Z �, a I I DOCUMENT NO. 0196120103 O.R. tt z ci La. > lii U o t t 45 i 1 t CV c z _j N •d• o P c�i ui w o .- N� <M A r: cV C13� z � z p M N co* =N.}}..Mt• W ♦♦ w tj G CJ G ` OT A 1�� z I o+♦ U tl� t[1 N N N I r, -4 Q pp� ztnln F- NN l,J � O N � h� �M Up Z X Q g r + ;� I N r;N 0; CITY OF BAKERSFIELD PARK SITE PER Cn C�„ c-� �' �" z v "' `�' N $ ■ + +co "+' + GRANT DEED DOCUMENT RECORDED ` ° c� I I I a m tQZ m m MAY 6, 2010 AS INSTRUMENT NO. o N+ 1 N N N N s 4 �� a a 0210059820, O.R. z M t CONSTRUCT SDMH WITH GOVERNMENT TYPE 1$" GRAIN c~n Cn cry Cn vii w "A" INLET GRATE AND FRAME, PLATE NUMBER S11'22'23"W 19. A -vn� - -0 . - - ] i I __ u _ __ e ; N t A-1 200, PER DETAIL "A" CIV SHEET 3. 22+� ""-- m K? -2- +uu � C1 EX. STREET IMPROVEMENTS 0 ro* 21+00 -- = - E.C.-N00'32'17"E RAI _ STA. 25+32.32 C.L. �- -- _ - . �500��000�� Y`0+00_" iEROOL C><. A EX ST tN +52,67 BR�`�p� STA• 10+�� Com`~ .�-- �- ---- ' � � � PSQA (IN OT A AR 177'43"E 66. �0 S89*27'4YE 18" DRAIN 369.36' ' 1111-—lr DRAIN ■ S89 -27-43"E 11.45' RSECTION ........5+98.71 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 >� + W N P i m EX STREET .0 IMPROVEMENTS'' STA. 19+52.67 C.L. TO 30+23.52 C.L. SCALE: 1, = 50 HORIZONTAL 1" = 5' VERTICAL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 2000.00' 579.65' 291.87' 16'3621" 30 WIDE SEWER UNE EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD RECORDED MARCH 21, 1994 IN BOOK 7005 AT PAGE 2425 OF OFFICIAL RECORDS. NOTE: TOP OF MANHOLE ELEVATIONS OUTSIDE OF THE TRACT BOUNDARY ARE ESTIMATED AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION 66s 19+00 20+00 21+00 WW 23+00 LEGEND: ABBREVIATIONS F.L. FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE t 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 PAPROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT PLATE CLEAR OVERALL NBGNT APPROX. EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE WIRER OPENING FLANGE FRAME WEIGHT 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 U11UTY: 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 MANN LE 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 MANHOLEf TOP OF CLEANOUT ELEVATION - - - CENTERLINE 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 2 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 2.1gLX I INSTALL 1976 LF OF &A AN 4149! 18" 1 I mac„ m y!�-ocnC ,3:z LJLJ 200 Ids o0 o co 00 430� a04z,z J I '>W> _�.Iz ! z W Oo *OD 1 E € N I - W LIt_ -04 iq I I O tCo NLA- d i € • �: z z I I INSTALL 28§.97 LF OF 18" R -RCP 012.12% I I V • WW 0 1• NN � 0)0)! € � ! � i � ! i z©W I � • 3w It { 1 { ! i j00 I , ••�"`____""i-._�' t }�__.___ { _(}...._._.__,._.._____._.E..._,_._._ j APPROXIMATE FINISHED I GROUND CENTERLI E -i , S �-z--..�.._._.. ...�._..�--- d�' I .-�. , I-�-- 119.50 OF EXI NG INSTALL 11. 5 LF 18 I R -R 0 1.86 18 RGJ--RCP 0 1.86% GJ CP INSTALL 369.36 L� OF 18 RGJ-Rte? t i € t t j jI I i tet- i i 00.11% t II cn I i �— --- - pp, ap Z t0 t0 W € • r r Z } r _ - i f € ( 1 1 1 N N W W q �� 1 f �� E 00 00 00 I > Z ? U z Z -Z_ <-v w C4 . Z, 2 �- I _ X Z Z • - „"`'-�.-� [ ( t Z to to coZ co w co ;rco co, j j I z 10 co co + - € .................... T - . '►.- _ ; 3 --- " _ > > i+ j > >x g Q W W D J X W F- J J U) WW( W�tn WW »I i Q W C3 J Wt� 1 — I� APPROXIMATE FINISHED 1. I I I 11 = > > g W W N WW i - I HIV. 1$ DRAIN I - 1 I -- i •(� I GROUN 0 CENTERLINE i -IF (t fk{ j� i iE f S1{ �4 ig¢i{ ! ) t � € 1 -- t �- i �� .�.�- -� .�'�. �� � — 1-4 •,jj- 1 I E i INV. 1F" DRAIN i -- ! { I E I I INV. EXISTIG 18M.DRAIN INV. 18DRAIN " � —L—INV. 18 DR � N � E 4 Cn ! € E Q Elj -m_ --- -4 I E € i t 1 66s 19+00 20+00 21+00 WW 23+00 LEGEND: ABBREVIATIONS F.L. FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE t 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 PAPROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT PLATE CLEAR OVERALL NBGNT APPROX. EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE WIRER OPENING FLANGE FRAME WEIGHT 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 U11UTY: 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 MANN LE 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 MANHOLEf TOP OF CLEANOUT ELEVATION - - - CENTERLINE 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 2 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" mac„ m y!�-ocnC ,3:z LJLJ 200 Ids o0 o co 00 430� a04z,z J I '>W> _�.Iz •>>► _zz_ D- N I - W LIt_ -04 iq s O tCo NLA- d LO J �j N V • WW WNW z©W I VI 1 f € ( 1 1 1 INV. 18" DRAT -4 B SECTION 3 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. Call before you dig. IIIIIIIIII SUN ORCHARD DRIVE SEE SHEET 8 10 18$ 18, 3030$ R/W R/W 5' PHA E -%a& RIV MEMBER- -&-mm 14 i 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: to + 19 5 7 co 00 tr CC +g 0- Z 4W OWI A m- V'= 8 8 S + 1-,- 6 cn 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 cn R/W cn 0 00 F/41L A6+00 IN C" a E 227. *E inAQ 7E-�273.96' BRANDYWINE WAY SEEDLING WAY SEE SHEET 8 R/W p SEE SHEET 7 HA 2 41 HAI p I t a 1..1-: j C-4 NO A C4 18# 8 29 co32 Ui W I n 28 27 n r-. I Ju Q,, I cs 26 .30t •9 25Z RIW 0 C; (n 0) 6 C-4 + Z4 L6 CD + =++I cr cn + LO + + 00 Co + t, j a I Nc%j +fIi N V) cn 1W Juj t� 04 (n V 11+oo. @ 12+00 12 F/L Lc) 0 tr) A -Z ot 01 4- + cv .F�`�°� / 11 ' to cbn w- 2 + *m R/W ' /m + 30 zo 0) 0 1.9 (A !`4 4 -g; (.0 C) + + 10 1 1 of L" V_ 9 5 96 (D p p�' / 7ww S" I to Lc) j5 'A + CA c7i ca (n 0? N. 0) + N r�z Cl + cs (A to +O ' 'd'� ' µ x CN OD A cn to co co 0 W -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 19+00 N so V+ • 18+00 F/L 20+oo 10 A we rd A011, KRISTA VINEYARD WAY STA. 10+00.00 C.L. TO 21+78.07 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Irvy R/W Y cr_ . 1.11' % "CI17r N 00 F--.: C) 1 cp m, 06 01. c%4 0:: .4v 40 lc;,z Lo 3 4 2 5 06 1 e k1A W 6 % Oq co I lq:, 9 t c%4 7 Im I cq + + C-4 4 + + n c; 00 %_ I 8 + co I I i ,� I N C1 + PI+S C) co N to ' N cn to I '¢ I Q C cf) C14 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 V C4 20 20! aG 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 Irvy R/W Y cr_ . 1.11' % "CI17r N 00 F--.: C) 1 cp m, 06 01. c%4 0:: .4v 40 lc;,z Lo 3 4 2 5 06 1 e k1A W 6 % Oq co I lq:, 9 t c%4 7 Im I cq + + C-4 4 + + n c; 00 %_ I 8 + co I I i ,� I N C1 + PI+S C) co N to ' N cn to I '¢ I Q C cf) C14 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 EXISTING SEWER CURVE RADIUS LENGTH TANGENT DELTA 0 SURVEY MONUMENT /—PIPE SIZE C1 1484.00' 401.15! 201.81' 15*29'17* 0 CONSTRUCT STORM DRAIN 8"S —UTILITY: PHASE LINE I I I MANHOLE TYPE "Am PER W -WATER S -SEWER C2 2184.10' 671.96' 1 338.66' 117*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. STD. DIET. D-9 L1 S 241012" E 2&27' 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 APPROXIMATE F1NISHED r GROUNI 0 CENTERLINE Uj LU APPROXIMATE FINISHED r GR ND 0 C1 NTERUNE z ON........ m ml . 0 z LL APP ROXIMATE FINISHED to • 0 a 8! SE a- V r GROUND 0 OTERLINE _z to OR +0 0 r�_ zz kPPROXIM, JE FINIS ED W 0 INV. Ir SEWER 3ROUND 4 CEN TERL NE W to1 0). 0O INV. 18 DRAIN N\-ol 12' 0. CLEAR CE > > W W ................ • _j _j in WW • INSTALL 273.96 IF OF 8- PVC SE%IER 0 1.53% "-INV. 8" SEWER INSTALL 227.20 IF OF 8' PVC SEWER 0 3.14% I............. to c c 3: W . 8) .to a a CO tr ZQ 00 00 IN V. 8' SEWER J 0 z LLI _j v- C:) g 0 to + 00 00 oc Coto z d C(0))ID If) z > W ;W 1-4 W Uj LU b) _j cn v w w 0) NMCI INST LL 339.05 LF OF 3" PVC SEWER 0 1.369 < X+ 00 4 ab A- co INSTALL 339.05 U-' OF 8m RVC SEWER 0 1.121; cn ch w -0 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 EXISTING SEWER CURVE RADIUS LENGTH TANGENT DELTA 0 SURVEY MONUMENT /—PIPE SIZE C1 1484.00' 401.15! 201.81' 15*29'17* 0 CONSTRUCT STORM DRAIN 8"S —UTILITY: PHASE LINE I I I MANHOLE TYPE "Am PER W -WATER S -SEWER C2 2184.10' 671.96' 1 338.66' 117*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. STD. DIET. D-9 L1 S 241012" E 2&27' 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 1 � u 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 SEE SHEET 8 BRANDYW INE WAY SEE SHEET 8 1.1 1 11 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 0 1.1 A r -i r-.• -- EDUNG WAY SEE SHEET 7 SEEDLING WAY SEE SHEET 7 C.0 z 16 zZ 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 82680 682- 680 678 676 674 672 22+00 22+50 LEGEND: p �• • ,LEGEND (CONLL- CURVE TABLE APP ROXIMATE 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 - - - CENTERLINE C1 500.00' 143.47' 72.23' 16'2624" T.O.M. TOP OF MANHOLE SDMH INVERT CB GRO JND ® CE NTERUNE •( 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 — - NOW — - - — - - -- 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 @IIIIIIIII Q SURVEY MONUMENT /—PIPE SIZE S EXISTING SEWER L1 S 89'3739" E 30.36' 0 CONSTRUCT STORM DRAIN 80S UTILITY: mm=m mm mm am =in um mm =in 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 L A L3 N 41'14'24" E 77.81' s APPR XIMATE F NISHEDTEWkIr 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. STD. 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. -.. N UN , -_ INV. 8 SEWER oil d; ZU1cilO 3 W • -j 0000 INV. SEWER Z Z' w w - - OXIM FINISH D '� °' to � �' (ROUND 0 CENTERU E o Ki o� +00 •- 3 w Q W '! `- = A SEW -31 • ' w J J W W O Z i, INST 198. LF OF " PVC .54X wq z p � • 3 w ' 6gp. Z' opo, ago, ` \ n r p 0110 CD co '» • • ]7 W J wZ Z ' til W Ww O w w w . INSTjU 395.1 LF OF " PVC WER .49% Q 4 4 0) 0) INV. 8' �� W JJ N W WLU • r _ = • INSTALL 247.49 LF OF BOO PVC WER 0 1.40% o. a Q � c o .ODS o Z r- z J w _ Z Uj _0 w NM N N 00 C4 co to INSTALL 353.47 LF OF " PVC S WER .407 (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 82680 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 - - - CENTERLINE C1 500.00' 143.47' 72.23' 16'2624" T.O.M. TOP OF MANHOLE SDMH INVERT CB STORM DRAIN MANHOLE CATCH BASIN NOCONSTRUCT 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 — - NOW — - - — - - -- 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 @IIIIIIIII Q SURVEY MONUMENT /—PIPE SIZE S EXISTING SEWER L1 S 89'3739" E 30.36' 0 CONSTRUCT STORM DRAIN 80S UTILITY: mm=m mm mm am =in um mm =in 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 L A L3 N 41'14'24" E 77.81' TYPE A PER C.O.B. STD. D-14 z 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. STD. 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. @IIIIIIIII 1 24 BRANDYNNE WAY SEE SHEET 8 718 -fi --. WAY DRYSOR T S SES HE Q 700 ,. w 698 a: p r ,-►� r J I i --i !� //^ / 698 ,� i 1 0 I CN I -' !t 1 A cn I1- M ' 1' �.: / 3 8 �8 r ' BRANDYNNE WAY SEE SHEET 8 718 INSTALL 53.36 LF OF 18" 702 706 700 704 698 702 696 J 694 698 w 696 690 m � W 688 Z 686 O z 684 Qs� a a a ao ;-. i • _ 1 e}• r o 'It rn11 kO 14 Z 716 M M NV. 8" INS rALL 242 44 LF 0 8" PVC SEWER 0 2.76% w > 'IN- Z •> Z Q Z W (pn tpN ZZ 9q� Z Z wW / 1 1 N Cc 1_ 1�• DRAIN ' tV Z hi wW O ♦ •000 0^0 � `Di- '`' Q m ti to + ti Z d• co t0 + w opo 714 Q N 4 to N co to CO Q co W m U LO OD = W W U tpnN W W � W J Q2 W pQW o Z 0 W p co W 'W 99 v �p 712LL i Z 6 W o>N W W w z w ,? w (n o � INS' )T UL 6.02 LF OF 4f 109.75 LF OF E / INV. 118' AIN t - W R -RCP 0.32% INV. Ir EW -RCP 0.32% X10" C AR 1 0 710 MENEM ' • • •. • • iMENEM r Q+ rn • • 1 1 1 1 t to 1 Q x A 698 o Z 708 . i Z Ja W INV. 18" DRAIN wzz w Z INV. 18" DRAIN .1 " 706 Q QW •��- �� APPROXIMATE F11h SHED w . W rGROUND 0 CEN UNE > 704 J J 692 702 700 r�. APPRO (MATE Fl SHED 685- 0 �'0• 698 0 CEN RUNE 696 ; INV. 8" SEWER ; ``�•� 694 686 - 692 - - O 690 2 684 1 fi88 INV. 36 DRAIN ' 682 686 J •680 .._ Zo LJ • 684 777 0 o a 6 78 _-- -- - _ INV. SEWER cn I Z J ; 682 676 INV. 2" DRAIN Ql d- w 03 674 1 680 e-J� W >_ •41- + 672 . o - z 678N m M co 670 w� t t .. to Lu INSTALL 217.86 LF OF 36m RGJ-R P 0 0.84% 676 N Coto • w w 668 674 R J -RCP 0.08% cn INSTALL X377.74 It OF 8" APPROXIMATE FINISHED GROUNT 0 CENTERLINELIMA 0 1 • ` 1 1 • 1 I J n to 3 w J M M J > > > Mtoto � io (0 c00o co r INV. INSTALL 223.61 LF OF 0 1.61 i J . co M V z co to �+ 0 0 00 0 0 co co co aWW 1(n WW 3 Z W LO CO 00 3 >> •� Z_ a z00 CK) Wcoco 718 716 714 712 710 708 �jpI`l ��` r SEEDCI — NG W ljypT Ap .l _ E H�'er �Y sE s A� o 13 k o $ 20 �7 h 2 N p ,, 3 clu cv cd cv ANN Ncv co OLD WOOD DRIVE STA. 12+27.,64 C.L. TO 27+48.42 C.L. SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL 1110 d1j, ��s-c.c�c.`t'v cit t�r-�- -R.*s� Ix t� *.*— -rco -T,E c.c�r�5► T`�V c -r- •� (T1+ '?4ASE ALL 281123 LF 09 8" PVC (SEWER 01 0.50% Z Q >3:w Z v. OD R 00 BEp�.ORO� P GREENS DRNc � q it W W + 00 00 00 + QLqIii p �. • •APPROXIM TE FlNI ED cr N cn WW m a99GROUND CENTER NELUIQ-' W J � 1 1 1 1 1 INSTALL 53.36 LF OF 18" 702 706 700 704 698 702 696 J 694 698 w 696 690 m � W 688 Z 686 O z 684 Qs� a a a ao ;-. i • _ 1 e}• r o 'It rn11 kO 14 Z O M M NV. 8" 00 .- r- to .- cD m cD oc.a » w > 'IN- Z •> Z Q Z W (pn tpN ZZ 9q� Z Z wW / 1 1 N Cc 1_ 1�• DRAIN ' tV Z hi wW O ♦ •000 0^0 � `Di- '`' Q m ti to + ti Z d• co t0 + w opo f6 _j tD N 4 to N co to CO Q co W m w w N N W = W W U tpnN W W � W J Q2 W pQW o Z 0 W p co W 'W 99 v �p ' i v~i W 6 W o>N W W w z w ,? w (n o � INS' )T UL 6.02 LF OF 4f 109.75 LF OF E / INV. 118' AIN t - R -RCP 0.32% INV. Ir EW -RCP 0.32% X10" C AR 1 0 i 1 MENEM ' • • •. • • iMENEM r INV. 18" ��, • • W W + 00 00 00 + QLqIii p �. • •APPROXIM TE FlNI ED cr N cn WW m a99GROUND CENTER NELUIQ-' W J � 1 1 1 1 1 12+00 13+00 14+00 15+00 16+00 R RCP 253% w w W z Q w i • > > INS T LL 273. 3 LF OF 42" RGJ RCP 0 •08% w W W 6 W 712 710 708 706 704 702 700 698 696 694 692 690 688 686 6 INSTALL 53.36 LF OF 18" 702 706 700 704 698 702 696 J 694 698 w 696 690 m � W 688 Z 686 O z 684 Qs� a a a ao ;-. i • _ 1 e}• r o 'It rn11 kO 14 Z O M M NV. 8" 00 .- r- to .- cD m cD oc.a » w > 'IN- Z •> Z Q Z W (pn tpN ZZ 9q� Z Z wW / 1 1 N Cc 1_ 1�• DRAIN ' tV Z hi wW O ♦ •000 0^0 � `Di- '`' Q m ti to + ti Z d• co t0 + w opo f6 _j tD N 4 to N co to CO Q co W m w w N N W = W W U tpnN W W � W J Q2 W pQW o Z 0 W p co W 'W 99 v �p ' i v~i W 6 W o>N W W w z w ,? w (n o � INS' )T UL 6.02 LF OF 4f 109.75 LF OF E / INV. 118' AIN t - R -RCP 0.32% INV. Ir EW -RCP 0.32% X10" C AR 1 0 i 1 MENEM OR APPROVED EQUAL. 22+00 23+00 iMENEM INV. 18" RAIN N 1 1 1 1 t 1 Q x A 698 o Z 1 ' i Z Ja W INV. 18" DRAIN wzz 696 Z INV. 18" DRAIN .1 " Q QW •��- �� 694 w . W > '>w 12+00 13+00 14+00 15+00 16+00 R RCP 253% w w W z Q w i • > > INS T LL 273. 3 LF OF 42" RGJ RCP 0 •08% w W W 6 W 712 710 708 706 704 702 700 698 696 694 692 690 688 686 6 712 710 686 INSTALL 53.36 LF OF 18" 702 706 700 704 698 702 696 J 694 698 w 696 690 m � W 688 Z 686 O z 684 Qs� a a a ao ;-. i • _ 1 e}• r o 'It rn11 kO 14 Z O M M NV. 8" 00 .- r- to .- cD m cD oc.a » w > 'IN- Z •> Z Q Z W (pn tpN ZZ 9q� Z Z wW / 1 1 N Cc 1_ 1�• DRAIN ' tV Z hi wW O ♦ •000 0^0 � `Di- '`' Q m ti to + ti Z d• co t0 + w opo f6 _j tD N 4 to N co to CO Q co W m w w N N W = W W U tpnN W W � W J Q2 W pQW o Z 0 W p co W 'W 99 v �p ' i v~i W 6 W o>N W W w z w ,? w (n o � INS' )T UL 6.02 LF OF 4f 109.75 LF OF E / INV. 118' AIN t - R -RCP 0.32% INV. Ir EW -RCP 0.32% X10" C AR 1 0 i 1 OR APPROVED EQUAL. 22+00 23+00 INV. 18" RAIN 712 710 686 704 708 702 706 700 704 698 702 696 700 694 698 692 696 690 694 688 692 686 690 684 688 682 a ao 680 INSTAL . 15.42 LI OF 18" RGJ ••RCP ® .11 % 696 698 698 694 692 !44 m M d• cn 3 z w 688 N 00 ! 00 Q iD 00 tV aw�zo J >' > > p .z co > > z_z_z 5 -mw 690 z wW w w - a ao et i • _ 1 e}• r o • Co - , 14 Z ±oo m ♦ NV. 8" o r- -i Mco Z Q cD m cD zW 682 (pCer� > >; Lq 'IN- Z 680 Q Z W (pn W WW Z 9q� Z _J / 1 z / 1 1 00 INV. 18" DRAIN ' V W U> aD? ef• cc 00 N O Z wW - 704 702 17+00 18+00 INSTALL 16.14 LF OF 18" INSTALL 25.42 LF OF 18" B SECTION 6 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 700 700 698 696 698 698 694 692 696 696 690 688 694 694 686 684 692 692 682 N 690 690 678 3 •N 688 688 z ( 14 Z 686 686 NV. 8" o 684 684 72W 40 682 682 WC)> Q 'IN- Z 680 680 N cc B SECTION 6 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 78 C SECTION p SECTION 6 SCALE: 1" = 50' HORIZ. 6 SCALE: 1» = 50' HORIZ. 1" = 5' VERT. 1 = 5 VERT. ivv ivv GJ -RCP 0 0.11% 698 696 RGJ-RC3 0 0.11 694 692 692 690 690 688 688 686 686 684 684 682 682 N ocs 00 i 678 3 •N cnw 00 O z ( 14 Z H dN'� NV. 8" o N O Z 72W 40 00 Oa WC)> Q 'IN- Z O wJ Z .Z — N cc Z ZZ — Z _J .Z W -- z C/G 00 w I V W U> aD? ef• cc 00 N O Z wW - _Z .' O" Noo- CSO `Di- '`' w tei ti ♦ O O + w opo f6 O N �D N 4 to N co to CO Q co W m w w N N W = W W U a Z 1- -J = 2 J pQW o Z 0 W p co W 'W W' v �p > i v~i W v z W o>N W W w z w ,? w (n o � INS' )T UL 6.02 LF OF 4f 109.75 LF OF E IS11NG co t - R -RCP 0.32% R -RCP 0.32% �`' PLATE NUMBER A-1200, PER DETAIL ON SHEET 3 1 0 N OR APPROVED EQUAL. 22+00 23+00 INV. 18" RAIN N 1 1 1 1 t 1 Q x A 698 o Z 1 ' i Z Ja W INV. 18" DRAIN wzz 696 Z INV. 18" DRAIN .1 " 78 C SECTION p SECTION 6 SCALE: 1" = 50' HORIZ. 6 SCALE: 1» = 50' HORIZ. 1" = 5' VERT. 1 = 5 VERT. ivv ivv 698 698 696 696 694 694 692 692 690 690 688 688 686 686 684 684 682 682 680 680 coo 678 W0'111I11 INST LL 43.44 LF OF R J -RCP 6 1.507. 20+00 INS LL 15.41 LF OF Tr INS T 25.42 LF OF 111* " DRAIN N 2'27'51" E GJ -RCP 0 0.11 % S 8'42'03" E 15.42' L3 STUB WI PLUGS TO N 1416'23" E ;I L5 N 0'2533" E muim BE EMOVES 15.41' N N o ; cn�Vo � i c.�plj CONSTRUCT STORM DRAIN PER C.O.B. STD. H dN'� NV. 8" (0 N O Z 72W ^W dN'Z Oa '�}�. 0000 co ,to OD N cc O> Oa C14 00 _ —L- W C/G ( Z Z I V W U> aD? ef• cc 00 N O Z wW .d' _Z .' O" Noo- d'�Z W W •� c^0 t'- W d.htn _ �V Q ti N •I. ONO ^ m ♦ 00 N 04 O N �D p Ztax - ZZ c0 N _ Wit- Of •m°- • O N Co OD a� Q w w N N W Q J W W U a Z 1- -J 5% 2 J W o Z 0 �' p co W C.O.B. STD. D-17. M to La �JJ x • JJ CONSTRUCTION NOTES .i Z o>N tO W W W w w w (n o � INS' )T UL 6.02 LF OF 4f 109.75 LF OF E IS11NG co t - R -RCP 0.32% R -RCP 0.32% �`' PLATE NUMBER A-1200, PER DETAIL ON SHEET 3 1 0 N OR APPROVED EQUAL. 22+00 23+00 INV. 18" RAIN N 1 Q x A 698 o Z ' INV 8" SEWER rE" SECTION 6 SCALE: 1" = 50' HORIZ. 21+00 700 698 696 694 692 690 688 686 684 682 680 678 42" QW W nFT A 11 "A" LINE TABLE ' I I EX. " DRAIN N 2'27'51" E i; 1-: S 8'42'03" E 15.42' L3 STUB WI PLUGS TO N 1416'23" E ;I L5 N 0'2533" E muim BE EMOVES 15.41' N N o ; cn�Vo � i c.�plj CONSTRUCT STORM DRAIN PER C.O.B. STD. tociz 1 11 Z C.0 NV. 8" GRADE BREAK s CONSTRUCT SEWER PER C.O.B. STD. INV. EXISTING Izow O N •i- _ '�}�. EDGE OF PAVEMENT 8 MWER NQNQ a�Y ffi 42" DR _ —L- -L-INV. EXISTING C/G ( XRW I NDM "DRAIN 177 �W4_�1-IIIi z OD04 00 o ~d- v- q. qt LO 00 d' c 8"S �V � z cn W -WATER S -SEWER m W C.O.B. STD. SW -4 p Ztax - ZZ wZZ CONSTRUCT CATCH BASIN "A" (f)0 OD a� /Q� > .L. cV -, ? p w w N N INSTALL206.87 0 Z U > 04 5% 2 c 1 06 - co co coOO p co W C.O.B. STD. D-17. M to La �JJ x • JJ CONSTRUCTION NOTES .i Z o>N tO W W W w w w (n o � INS' )T UL 6.02 LF OF 4f 109.75 LF OF E IS11NG x W t - R -RCP 0.32% R -RCP 0.32% �`' PLATE NUMBER A-1200, PER DETAIL ON SHEET 3 �' RGJ- 0 N OR APPROVED EQUAL. 22+00 23+00 nFT A 11 "A" LINE TABLE UNE BEARING DISTANCE L1 N 2'27'51" E i; 1-: S 8'42'03" E 15.42' L3 N 2'59'40" W !IO0 L4 N 1416'23" E ;I L5 N 0'2533" E muim L6 mom<ll 15.41' N N o ; cn�Vo � i c.�plj CONSTRUCT STORM DRAIN PER C.O.B. STD. tociz 1 11 Z C.0 M 00 GRADE BREAK s CONSTRUCT SEWER PER C.O.B. STD. ! W A c3 cc Izow O N •i- G '�}�. EDGE OF PAVEMENT to °O FIRE HYDRANT NQNQ a�Y -i- N. :;?, N Iaw dam• 'T ZII C/G ( XRW I NDM _ �W4_�1-IIIi < Q I M c nFT A 11 "A" 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 1416'23" E 16.14' L5 N 0'2533" E 25.42' L6 N 1'06'03" E 15.41' ALL 204.06 LFI OF 8" PVC SEWER( 4—, 4---I— PARK AREA CONSTRUCTION NOTES 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 IRRIGATION PIPE AND ---- CONTROL WIRES IN CONFLICT WITH .� CONSTRUCTION OF PIPES �SnNG EIECIRIC MEN LEGEND(CON T. ): rVSDNG / CONDUIT g $C y RIGHT-OF-WAY GAn CONDU/T g tv N $ O M.H./MH UNE &4%M� v � ELEVA11ON IN g�'ELD FJVTR FAVOR 44K OR, SEWER MANHOLE - - - CENTERLINE r 7005 AT pA Gr 5OF OFn�AZ l N N INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. EL./ECFV. ycn GB GRADE BREAK s CONSTRUCT SEWER PER C.O.B. STD. P/L 706 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 704 s EXISTING SEWER CONSTRUCT STORM DRAIN 8"S 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" 702 TYPE PER C.O.B. STD. D-14 INSTALL206.87 OF 8" PVC A -0. 5% 2 c 1 SHEET WHERE SECTION IS SHOWN C.O.B. STD. D-17. ® CONSTRUCT EWER MANHOLE ESW-5. TYPE "A" CONSTRUCTION NOTES .i Z PERD �1 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 CONSTRUCT SEWER CLEANOUT ��IIIIIIII PER C.O.B. STD. SW -6. 0 CONSTRUCT SDMH WITH AL HAMBRA FOUNDRY COMPANY 700 EXISTING SEWER MANHOLE GOVERNMENT TYPE "A" INLET GRATE AND FRAME, "A" PLATE NUMBER A-1200, PER DETAIL ON SHEET 3 0 N OR APPROVED EQUAL. � 31: N Q x A 698 o Z Z Ja W wzz 696 Z .1 Q QW •��- �� 694 w . W > '>w J J 692 690 r�. APPRO (MATE Fl SHED 685- 0 �'0• GROUND 0 CEN RUNE 686 O 2 684 1 ' 682 •680 .._ • 777 6 78 _-- -- - _ INV. SEWER cn I Z 676 INV. 2" DRAIN d- 03 674 e-J� W •41- > • 672 o - z m M co 670 0 .. to N Coto • w w 668 42" R J -RCP 0.08% cn W W 666 26+00 27+00 27+75 NOTES: 1. PRIOR TO CONSTRUCTION AT THE CITY PARK LEGEND: LEGEND(CON T. ): F.L» ABBREVIATIONS FLOWUNE R/W RIGHT-OF-WAY 35i•g r M• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVA11ON 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./ECFV. ELEVATION GB GRADE BREAK s CONSTRUCT SEWER PER C.O.B. STD. P/L 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 CONSTRUCT STORM DRAIN 8"S 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 EWER MANHOLE ESW-5. TYPE "A" CONSTRUCTION NOTES PERD �1 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 CONSTRUCT SEWER CLEANOUT ��IIIIIIII PER C.O.B. STD. SW -6. 0 CONSTRUCT SDMH WITH AL HAMBRA FOUNDRY COMPANY EXISTING SEWER MANHOLE GOVERNMENT TYPE "A" INLET GRATE AND FRAME, "A" PLATE NUMBER A-1200, PER DETAIL ON SHEET 3 EXISTING SEWER CLEANOUT OR APPROVED EQUAL. COORDINATE WITH 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, LANDSCAPING SIDEWALK, IRRIGATION AND ELECTRICAL FACILITIES. 50' 25' 0' 50' 100' Know what's b@IOW. Call before you dig. J oII ��IIIIIIII rA-''N SECTION � �7 SCALE: 1 50' HORIZ. 1 5' VERT. 706 704 702 700 398 396 394 392 3"90 388 :)86 584 382 380 378 376 374 372 370 "r-0 I I I I 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) 00 6 � J d cn N C14 N 04 r- r - V) cn 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. ov��) SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE cv') 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 —UTIUTY-. INS'TALL 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 L rA TYPE PER C.O.B. SM. D-14 CONSTRUCT STORM DRAIN lllz�SHEET JUNCTION BOX PER WHERE SECTION IS SHOWN C.O.B. SM. D-17. "A' rA-''N SECTION � �7 SCALE: 1 50' HORIZ. 1 5' VERT. 706 704 702 700 398 396 394 392 3"90 388 :)86 584 382 380 378 376 374 372 370 "r-0 I I I I 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) 00 6 � J d cn N C14 N 04 r- r - V) cn .1 9+50 10+00 11+00 12+00 14+00 15+00 i 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' L 2 F- EASTING PLANTER CURB EXISTING PLANTER CURB EXISTING PAVEMENT - EXISTING PAVEMENT 7 EXISTING BASE EXISTING BASE PAVEMENT PATCH PER CITY STANDARD ST -6 kOR MATCH EXISTING AC AND BASE STANDARDAST-22 THICKNESS, WHICHEVER IS GREATER. lPER CITY -71091 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. ov��) SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE cv') 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 —UTIUTY-. INS'TALL 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 L rA TYPE PER C.O.B. SM. D-14 CONSTRUCT STORM DRAIN lllz�SHEET JUNCTION BOX PER WHERE SECTION IS SHOWN C.O.B. SM. D-17. "A' Know what's below. CONSTRUCT SEWER MANHOLE TYPE IIIIIIIIII 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 0 3 GOVERNMENT TYPE *A7 INLET GRATE AND FRAME, 1.2— 6 3 5 2 P h 1— 5 a 0 : S: (on UWj O '00 PLATE NUMBER A-1200, PER DETAIL W ON SHEET 3 EXISTING SEWER CLEANOUT OR APPROVED EQUAL ,6 75 Ui R c *-4 c"l 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 N > U a. cn cn WE; -JJ Jcn cn UJ UJ 6311•AFPROXIMAI. ® FINISHED-- CENTERON� 6GROUND AF PROXIMAT'. FINISHED Gf OUND ® 1 ENTERLINI r 10-0 IA L .. . ....... ------- ............... . . ............ . ........... . ..... IN�. 87 SEW -3? INV. 8" SE IM -R --EINV. ..... 5" CLEARANCE Ir SEWER I I c*4 0: 1 ,to 0 3t 2: 3 z 0 0 3:: V) LAJ Z z c /) t6II R o %0 tU65 awo 00 00 F- D rn L)d z 06 wzz Lq LL Ja Z Z Z LLI z 7i 0) t6 0) 0) Z C-4 W 14)(0 00 + 9-0 01 m C4 C4 OD co cs00 • r4i00 d00 + OMD •a. 0-0 •LLI to LLI L& _3 - Uj La - Ed Ll i Ix LLI Aj Ld (n b;J ;d Ld Lq NSTALL 2.68.54 LF OF PVC SEWER 0 -0.97% 14STALL 2 8.48 LF OF Ir P SEWER 0 -0.549 INSTALL 170.66 LF OF 8" PVC SEWER .0 -0.3= .1 9+50 10+00 11+00 12+00 14+00 15+00 i 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' L 2 F- EASTING PLANTER CURB EXISTING PLANTER CURB EXISTING PAVEMENT - EXISTING PAVEMENT 7 EXISTING BASE EXISTING BASE PAVEMENT PATCH PER CITY STANDARD ST -6 kOR MATCH EXISTING AC AND BASE STANDARDAST-22 THICKNESS, WHICHEVER IS GREATER. lPER CITY -71091 SECTION SCALE: 1 = 40' HORIZ. 1"=8' VERT. NOTES: 1. PRIOR TO CONSTRUCTION AT THE CITY PARK COORDINATE WITH 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. ov��) SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN SECTION SCALE: 1 = 40' HORIZ. 1"=8' VERT. NOTES: 1. PRIOR TO CONSTRUCTION AT THE CITY PARK COORDINATE WITH 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 —UTIUTY-. 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* L rA TYPE PER C.O.B. SM. D-14 CONSTRUCT STORM DRAIN lllz�SHEET JUNCTION BOX PER WHERE SECTION IS SHOWN C.O.B. SM. D-17. "A' Know what's below. CONSTRUCT SEWER MANHOLE TYPE IIIIIIIIII 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 KRISTA VINEYARD WAY TURNING LEAF LANE OLD WOOD DRIVE SEE SHEET 4 SEE SHEET 5 SEE SHEET 6 1111111111 IIIIIIIIII 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! 0 1 0 C> Tj N.0 z _j (n wo • z to 0 160_1 ++ -(no cn KRISTA VINEYARD WAY TURNING LEAF LANE SEE SHEET 4 -SEE SHEET 5 SUN ORCHARD DRIVE STA. 10+00.00 C.L. T0,14+07.60 C.L. is 0 SCALE: 1 = )U NUKILUNIAL 1 to = 5' VERTICAL 9+50 10+00 U111vi 12+00 13+00 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 14+00 14+50 LINE TABLE LINE BEARING DISTANCE Ll N 4114W E 77.81' L2 N 5912'47- E LLJ z L3 S 39'51'41" E -~�+ 0++ ="" ---- - -� r� V_ V_ 10 cn < < P �_ cn cn 1542 LF OF W L9 - 00 708 MEN 1) #%� -11 A 4 7=4F � '"W", 4.,mml- 708 Emmmimmilm". ABBREVIATIONS 0- 0 - 706 Uar, It- %&F - 706M.H./MHR F.L. FLOWLINE WLH RIGHT-OF-WAY MIER aq L() Q 3:: LLJ Z 0 f: 3: cn C.L. CENTERLINE MANHOLE 704 62 N 00 I t 0 Oa D a 00 0 cc 0) co U IME tr 00 t * o 00 704 E" T.O.M. mmol SMH SDMH SEWER MANHOLE STORM DRAIN MANHOLE ElaiOmEmm-i'm (3 z c; W < zzz INV. INVERT CB CATCH BASIN LLj (1) z z APPROXIMATE F INISHED w w EL/ELEV. cn GRADE BREAK 702 00 n C14 NEEM LA: N cj C-4 pw%lm I'm a ^rm -IT-ftl ILI S/W FH SIDEWALK FIRE HYDRANT 0D0D0 0) (0 AP PF OXIMATE INISHED c; z cn 0) CO co W cco EDGE OF PAVEMENT EXISTING D.W.S. GROW If, W %OLJI lLnull& W LL z GR Ok ND 0 CEI ITERLINE CURB & GUTTER XRW OF -WAY 4WW MENE.-I. cr W mmml�mmlt SURVEY MONUMENT SIZE 698 F_mmmm- APPROXIMA1 698 0 CONSTRUCT STORM DRAIN/—PIPE 'Am 8*s—unuTY-. 11,21mumm GROUND 0 INTERLINE MANHOLE TYPE PER W --WATER S -SEWER 696 m I : ., 10 C.O.B. SM. SW -4 G -GAS D -DRAIN o-vicz CONSTRUCT CATCH BASIN UA TYPE *A* PER C.O.B. SM. D-14 694 694 0CONCSTRUPIBOX ORMIN .......... CLEAR CE NV. 8" SEWER U, zu� MENU m MENE C.O.B. SM. D-17. MENEEMENEEMENE CL 0. 692 CONSTRUCT SEWER MANHOLE TYPE *A* m>- C-) INV. 18" )RAIN PER C.O.B. SM. SW -4 AND SW -5. C3 690 " 690. ® CONSTRUCT SEWER CLEANOUT INV. 4 DRAIN m PER C.O.B. STD. SW -6. SECTION . ............ (3 EXISTING SEWER MANHOLE SCALE: 1 = 50' HORIZ. aww" EXISTING SEWER CLEANOUT 1 = 5 VERT. L "-INV. 6" SEWER v0ZLOU0 0 z Ul re cn z W IN V. 6' §PfR c,4 0 q cn cn Ujr a (00(i Uj c�• co 2 : ;� 0 10,00 c5 z L < _j 18 tt 0 z F- (3 >* Wi LLI Z -pp io V_ + 9010 V_ _j 0 m I -- , , ") 14) 000 56— Z < (0 _0D M m Ui I N z LAJ P..� N < 'd 3t 0 6 + m 00 + 0 CL > 2. , ig 1.11.1 L -L i - 1-Z _3 KA W U N51ALL 14/.4/ U OF UlW w ur cn __j __j W W — -ML W U) F - W 6" PVC SEWER 0- 1.0071, 0 INSTALL 1135.35 Lff OF 6* FVC SEWElt 0 1.OW,'_ r . ......... 9+50 10+00 U111vi 12+00 13+00 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 14+00 14+50 LINE TABLE LINE BEARING DISTANCE Ll N 4114W E 77.81' L2 N 5912'47- E 53.03' L3 S 39'51'41" E -~�+ 712 710 708 706 704 702 700 698 696 694 692 690 goo HIGHLAND KNOLLS DRIVE KRISTA VINEYARD WAY SEE SHEET 3 SEE SHEET 4 or' 1 Er DRAIN 28.85- ' FA ,*_�S4957'20*E 13+00 N16*04! F/L a R/W t 0 710 S z LQ N _j < U) U) d 32 CD Im -~�+ 0++ ="" ---- - -� r� V_ V_ 10 cn < < P �_ cn cn HIGHLAND KNOLLS DRIVE KRISTA VINEYARD WAY SEE SHEET 3 SEE SHEET 4 BRANDY WINE WAY STA. 10+00.00 C.L. TO 12+03.79 C.L. SCALE: 1 50' HORIZONTAL 1 5$ VERTICAL 9+50 10+00 710 a INSTX, 0 710 N 14 R@ mnn 10 z: INSTALL 1542 LF OF W ____ —I - 00 708 MEN 1) #%� -11 A 4 7=4F � '"W", 4.,mml- 708 Emmmimmilm". ABBREVIATIONS 0- 0 - 706 Uar, It- %&F - 706M.H./MHR F.L. FLOWLINE RIGHT-OF-WAY MIER aq L() Q 3:: LLJ Z 0 f: 3: cn C.L. CENTERLINE MANHOLE 704 62 N 00 I t 0 Oa D a 00 0 cc 0) co U IME tr 00 t * o 00 704 E" T.O.M. mmol SMH SDMH SEWER MANHOLE STORM DRAIN MANHOLE ElaiOmEmm-i'm (3 z c; W zzz INV. INVERT CB CATCH BASIN LLj (1) z z _j WGB 0 w w EL/ELEV. MEN GRADE BREAK 702 00 n C14 NEEM LA: N cj C-4 702 PA PROPERTY LINE S/W FH SIDEWALK FIRE HYDRANT 0D0D0 0) (0 m + _j c; z cn 0) CO co W E.P. EX./EXIST. EDGE OF PAVEMENT EXISTING D.W.S. ACE EXSIRIGHTA 700 W LL z i L -q 700 C/G CURB & GUTTER XRW OF -WAY 4WW MENE.-I. cr W mmml�mmlt SURVEY MONUMENT SIZE 698 F_mmmm- APPROXIMA1 698 0 CONSTRUCT STORM DRAIN/—PIPE 'Am 8*s—unuTY-. 11,21mumm GROUND 0 INTERLINE MANHOLE TYPE PER W --WATER S -SEWER 696 m I : ., 10 C.O.B. SM. SW -4 G -GAS D -DRAIN o-vicz CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. SM. D-14 694 694 0CONCSTRUPIBOX ORMIN .......... CLEAR CE NV. 8" SEWER U, zu� MENU m MENE C.O.B. SM. D-17. MENEEMENEEMENE CL 0. 9+50 10+00 710 a z < 0 710 N 14 Mom mnn 10 z: INSTALL 1542 LF OF W ____ —I - 00 708 - 1) #%� -11 A 4 7=4F � '"W", 708 LEGEND.. ABBREVIATIONS 0- 0 - 706 Uar, It- %&F - 706M.H./MHR F.L. FLOWLINE RIGHT-OF-WAY MIER aq L() Q 3:: LLJ Z 0 f: 3: cn C.L. CENTERLINE MANHOLE 704 62 N 00 I t 0 Oa D a 00 0 cc 0) co U IME tr 00 t * o 00 704 E" T.O.M. ELEVATION TOP OF MANHOLE SMH SDMH SEWER MANHOLE STORM DRAIN MANHOLE W (3 z c; W zzz INV. INVERT CB CATCH BASIN LLj (1) z z _j WGB 0 w w EL/ELEV. ELEVATION GRADE BREAK 702 00 n C14 (A < LA: N cj C-4 702 PA PROPERTY LINE S/W FH SIDEWALK FIRE HYDRANT 0D0D0 0) (0 m + _j c; z cn 0) CO co W E.P. EX./EXIST. EDGE OF PAVEMENT EXISTING D.W.S. ACE EXSIRIGHTA 700 Lq LL z i L -q 700 C/G CURB & GUTTER XRW OF -WAY W (A W cr W SURVEY MONUMENT SIZE 698 APPROXIMA1 698 0 CONSTRUCT STORM DRAIN/—PIPE 'Am 8*s—unuTY-. O•r- GROUND 0 INTERLINE 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 0CONCSTRUPIBOX ORMIN .......... CLEAR CE NV. 8" SEWER U, zu� U PER C.O.B. SM. D-17. 692 CL 0. 692 CONSTRUCT SEWER MANHOLE TYPE *A* m>- C-) INV. 18" )RAIN PER C.O.B. SM. SW -4 AND SW -5. C3 690 " 690. ® CONSTRUCT SEWER CLEANOUT INV. 4 DRAIN m PER C.O.B. STD. SW -6. SECTION (3 EXISTING SEWER MANHOLE SCALE: 1 = 50' HORIZ. EXISTING SEWER CLEANOUT 1 = 5 VERT. 11+00 12+00 LEGEND(CONIL- s, �9T.OJA TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. SM. • S CONSTRUCT SEWER PER C.O.B. STD. TRACT BOUNDARY EXISTING STORM DRAIN EXISTING SEWER PHASE UNE SECTION LETTER 2SHEET 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 712 710 708 706 704 702 700 698 696 694 692 690 coo 13+00 712 710 708 706 704 702 700 698 696 694 692 SIA. s���n a z < 0 0 t6 N 14 Mom mnn 10 z: cn ____ —I 00 z z 0- 0 Uar, D.D 0 ck: MIER L() Q 3:: LLJ Z 0 a ;sit z MENu I t 0 Oa D a 00 0 IME C-) ICK) �z Lq zzz LLj (1) 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 a z < 0 LLJ 0 t6 N 14 Mom mnn 10 z: cn ____ —I 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 11+00 12+00 Know what's below. Call before you dig. :z W INSTALL 141.23 LF OF 8" PVC SEWER 0 -0.3.' 00 z z 0- 0 D.D 0 ck: z L() Q 3:: LLJ Z 0 La cr j ti) z C5 I t 0 Oa D a 00 0 C-) ICK) �z Lq zzz LLj (1) 0 w w IIIIIIII Vi z < 7—. �­Ko <V OD2 0D0D0 x 0 to >; 11 LL WJLq W W LAJ APPROXIMA1 E FINISHE6 O•r- GROUND 0 INTERLINE .......... CLEAR CE NV. 8" SEWER U, zu� CL 0. -4 m>- C-) C3 " to INV. 4 DRAIN m 9+50 10+00 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 11+00 12+00 Know what's below. Call before you dig. :z IIIIIIII