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HomeMy WebLinkAbout1.2-7255 Ph 1 Record Drawing (2)BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) NOTE: SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM z MULTIPLE UTILITY TRENCH (L SEWER MAIN R 5' TYP. 5. x x TYP. m3 i 4. MIN. I I I I 60" 7 ' TO 7' MAX. � TYP. 1� MIN. ON DEEP SEWER, SLOPE LATERALS �� \ TO LOT UNE SO THAT THE END OF... - LATERAL IS WITHIN REQUIRED TOLERANCE. DETAIL INDEX OF SHEETS SHEET LU 1. TITLE SHEET 8" PVC SEWER LINE NOTES AND SPECIFICATIONS ELEVATION OF EXISTING SEWER dt STORM DRAIN PEMBERLEY PASSAGE AVENUE LF STA. 10+00.00 C.L. TO STA. 20+00.00 C.L. 4. PEMBERLEY PASSAGE AVENUE OF ANY DISCREPANCIES. STA. 20+00.00 C.L. TO STA. 21+92.05 C.L. EA DOWNTON COURT SEWER MANHOLE (DROP) STA. 10+00.00, C.L. TO STA. 11+26.69 C.L. PLAN FOR DETAILS. AUDLEY END PLACE EA STA. 13+60.70, C.L. TO STA. 15+30.46, C.L. 5. GRANTHAM AVENUE 1 STA. 9+41.88 C.L. TO STA. 11+13.00 C,L. O DOCKERY STREET (NOT A PART) STORM DRAIN IMPROVEMENTS STA. 10+00.00, C.L. TO STA. 14+58.00 C.L. 6. ' HIGHCLERE WAY LF 0.'-`348"" STA. 10+00.00 C.L. TO STA. 15+11.32 C.L. 24" RGJ-RCP DRAIN HOVINGHAM DRIVE STA. 18+22.09 C.L. TO STA. 24+10.32 C.L. NOTE: UNIT 2 IS NOT A PART AND SHALL BE SUBMITTED SEPARATELY. I R V WATERLINE FINISHED STREET Y GRADE m 3 36" TYP. 4.5' MIN. O TO 7' MAX. 1% MIN. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES TYPICAL SEWER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. LIST OF MATERIALS SEWER IMPROVEMENTS CONSTRUCTION U 12" PVC SEWER LINE LF __1665- 8" PVC SEWER LINE LF ELEVATION OF EXISTING SEWER dt STORM DRAIN 6" PVC SEWER LINE LF 318 4" PVC LATERALS LF OF ANY DISCREPANCIES. SEWER MANHOLE EA -9-- SEWER MANHOLE (DROP) EA PLAN FOR DETAILS. SEWER CLEAN OUT EA 2 POINT OF CONNECTION EA. 1 o co O ENTRY MONUMENT- SID: SEPARATE LANDSCAPING STORM DRAIN IMPROVEMENTS PLAN FOR DETAILS. 30" RGJ-RCP DRAIN LF 0.'-`348"" 24" RGJ-RCP DRAIN LF 18" RGJ-RCP DRAIN - LF 1055 CATCH BASIN WITH 3.5' OPENING EA. 5 CATCH BASIN WITH 7.0' OPENING EA 1 STORM DRAIN MANHOLE EA 4Y POINT OF CONNECTION EA. 1 LEGEND: CL CENTERLINE SCO SEWER CLEANOUT INV INVERT SDMH STORM DRAIN MANHOLE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION CB CATCH BASIN R/W RIGHT OF WAY SMH SEWER MANHOLE FA FLOWUNE PA PROPERTY UNE TP TOP OF PAVEMENT P.A.F.L. PARKING AREA EP EDGE OF PAVEMENT FLOWLINE 354 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _-3-CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. - - o CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. otr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 10:w II O1 CURVE NUMBER CONSTRUCTION NOTES: T. 30 S, 1 O CONTRACTOR TO VERIFY LOCATION AND INVERT L1 UNE NUMBER J ELEVATION OF EXISTING SEWER dt STORM DRAIN 01 CONSTRUCTION NOTE mh LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER 2 OF ANY DISCREPANCIES. �- PIPE SIZE O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE UTILITY PLAN FOR DETAILS. S -SEWER D=DRAIN 03 PROPOSED BLOCK WALL -SEE SEPARATE PLANS C_ FOR DETAILS. o co O ENTRY MONUMENT- SID: SEPARATE LANDSCAPING Vg PLAN FOR DETAILS. 11 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" u, oc WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 0' wl 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT am ELEVATIONS UNLESS OTHERWISE NOTED. PROJECT AREA: 37.54 ACRES \ TRACT 7257 29 USN ( 12a 25 27 26 4 VICINITY MAP NO SCALE KEY MAP ® DENOTES SHEET NUMBER SCALE. 1"=200' SION S/A P -3-Ar-116 Rolez A. tw1't'o'sE1 PATE �,. G.� . 33322rExl? ��3��►4� AJ Aj2 -Z7- -2 u l,Av%Q.% - Niv%Q.%A0 P. S1aP►'� OwTa= ss -.c. '321-T$ W KERN COUNTY SEWER AND VESTING NOTE: UNIT 2 IS NOT A PART AND SHALL BE SUBMITTED SEPARATELY. NOTE: CONSTRUCTION TO BE COMPLETED WITH STORM DRAIN TERMINAL BASIN FOR TRACT 7256 UNIT 1 & 2 FOR NOTICE OF STORM TENT. UNIT 1 .CALIFORNIA DRAIN PLANS TR. 7255 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. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McIN 0 H R.C.E. 33322 'EXP. 6-30-16 3-/01-l.'S DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY INDICATED AS "PUBLIC" WILL BE MAINTAINED BY THE CITY OF BAKERSFIELD AND ALL OTHER ARE TO BE PRIVATELY MAINTAINED. APPROVED BY. NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12-31-16 REVIEWED BY: i ASSISTANT PUBLIC WORKS DIRECTOR L OiI -or- J DIG ALERT I& Call: TOLL FREE 1-800-227-2600 AT LEAST 'TWD DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CITY RECORDS NO.: o� 0 M M H � � a ozoo U 0� 14- 0 Q z I W00 U M 3 0 r W t0 t0 C:) N tV Qf W Y a m STOCKDALE T. 30 S, a R. 26 E. tiiy►5, J • U mh 2 PROJECT I 0 000 w a� 0 MING AVENUE C_ IL am ,it S°'6 o co GCS Vg tin 11 u, oc Z aIL 0' wl z am 5 76 > WHITE LANE w CM0 o " 0 a cn Z CCS z W m 14 0 13 > w OUTHERN PACIFIC RAILROAD \ TRACT 7257 29 USN ( 12a 25 27 26 4 VICINITY MAP NO SCALE KEY MAP ® DENOTES SHEET NUMBER SCALE. 1"=200' SION S/A P -3-Ar-116 Rolez A. tw1't'o'sE1 PATE �,. G.� . 33322rExl? ��3��►4� AJ Aj2 -Z7- -2 u l,Av%Q.% - Niv%Q.%A0 P. S1aP►'� OwTa= ss -.c. '321-T$ W KERN COUNTY SEWER AND VESTING NOTE: UNIT 2 IS NOT A PART AND SHALL BE SUBMITTED SEPARATELY. NOTE: CONSTRUCTION TO BE COMPLETED WITH STORM DRAIN TERMINAL BASIN FOR TRACT 7256 UNIT 1 & 2 FOR NOTICE OF STORM TENT. UNIT 1 .CALIFORNIA DRAIN PLANS TR. 7255 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. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McIN 0 H R.C.E. 33322 'EXP. 6-30-16 3-/01-l.'S DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY INDICATED AS "PUBLIC" WILL BE MAINTAINED BY THE CITY OF BAKERSFIELD AND ALL OTHER ARE TO BE PRIVATELY MAINTAINED. APPROVED BY. NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12-31-16 REVIEWED BY: i ASSISTANT PUBLIC WORKS DIRECTOR OiI -or- J DIG ALERT I& Call: TOLL FREE 1-800-227-2600 AT LEAST 'TWD DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CITY RECORDS NO.: o� 0 M M H � � a ozoo U 0� 14- 0 Q z I W00 U M 3 0 r W t0 t0 C:) N tV Qf W Y a m Z J • U mh Z ., a H .mow 0 � C_ o co GCS Vg u, oc 0' wl z � > w CM0 o " 0 cn Z CCS > w 4 a 0 ./1 Z J • U d" Z ., a H .mow � C_ o co GCS z u, oc 0' wl � > w CM0 Q) _ " 0 cn Z CCS STANDARD NOTES 1. GENERAL CHEMICAL SOLUTION CONCENTRATION CONTRACTOR SHALL SHOVEL—SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS SULFURIC ACID 20%** I.I. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL SHOVEL—SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT SUPERVISION NECESSARY TO COMPLETE INSTALLATION. SODIUM HYDROXIDE 5% BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR UP TO THE QUARTER POINT OF THE PIPE. AMMONIUM HYDROXIDE 5%** {TINKER do RASO2 MODEL N0. AP—W WITH POWER PACK OR APPROVED EQUAL) WITH UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS NITRIC ACD 1%** THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. FERRIC CHLORIDE 1% 1% IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID SOAP 0.1% ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS DETERGENT 0.1% ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH 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 SECTION 7-2.03(1.E) PARA. SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL 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 EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO 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 TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY *THIS IS TO BE USED AS A PRE—QUALIFICATION 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 THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF FORMULATIONS ARE CHANCED. 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. 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 CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. I.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 MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE 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 CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES 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 THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE SHEET. 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 ROWING, REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. � AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROWING, THE BACKFILL TO TRENCHING. CROSSING UTILITIES SHALL BE OAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE Ill DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING ANO/OR ROLLING ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. BEFORE SUCCEEDING LAYERS ARE PLACED. ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED THE PLANS. AS DIRECTED BY THE CITY ENGINEER. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM "C". COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE—HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE WITH THE LONGITUDINAL AXIS OF THE PIPE. TRENCH DESIGNATION RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION V. ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, STREETS, THE BACKFILL WITHIN TWO AND ONE—HALF (2-1/2) FEET OF FINISHED EXCEPT AS NOTED ON PLANS. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET COMPACTION. FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN THE FOLLOWING REQUIREMENTS: SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE 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. OF—WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN TO ASTM D 3212 AND ASTM F 477. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. THE RIGHT—OF—WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON—STREET AREAS. CONCRETE. F-679 (T—WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE I COMPACTION TESTS SHALL BE THE RESPONSIBLITY OF THE DEVELOPER/CONTRACTOR. ENGINEER. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION @ 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 SECTION 6-3. 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 SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL 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 THE CITY OF FIELD STANDARDS ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN NEXT LAYER IS PLACED. L BE CNG SHALL BE CONSIDERED PART OF THESE PLANS: ART OF THE LINING MALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL 4. FIELD TESTS. IN—FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE D-11, D-14, 0-16, D-18 BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -6, ST -22 CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE SOUND LINING ADJOINING THE DAMAGED AREA. CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO—NO—GO 5% MANDREL ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) 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 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 MATERIALS : 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. CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND MALL BE INSTALLED IN THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL 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 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. 1.F APPLICATION TO CONCRETE PIPE —SPECIAL REQUIREMENTS. THE LINING MANDREL DIAMETER = BASE PIPE I.D.—(Y/100 X BASE PIPE I.D.) JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE WHERE Y ALLOWABLE DEFLECTION IN % (5R� COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 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 C-425. (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT MANUFACTURER) 10. SEWER PIPE INSTALLATION TO BE MADE WITH THE ADJOINING CONCRETE PIPE. THE PIPE AND FITTINGS FOR 6", 8", 10`, AND 12" SANITARY SEWER MAINS MAY WHEREVER CONCRETE PIPE OR CAST—IN—PLACE STRUCTURES PROTECTED WITH LINING THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE BE PLAIN—END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM JON STRUCTURES NOT SO LINED (SUCK AS BRICK STRUCTURES CONCRETE PIPE OR MINIMUM. PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" CAST—IN—PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE AND BACKFILL BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. 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 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 THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING 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 LATERALS MAY BE PLAIN—ENO WITH COMPRESSION COUPLINGS CONFORMING WITH THE WHERE A PIPE LATERAL NOT PLASTIC LINED CONCRETE IS INSTALLED THROUGH { ) EXCAVATED, RE—BACKFILLED, RECOMPACTEO AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE—ROUNDING WILL NOT BE ALLOWED. AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING 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 REJECTED. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE 4. ABS PIPE INSTALLATION CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE SHAD- BE AS SHOWN ON THE PLANS. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED 7, TRENCH EXCAVATION THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT 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 MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN 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 WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN 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 S-39 AND DETAILED SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE SHOP—WELDED JOINTS. SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TA WIDTH DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. REPAIRED TO THE SATISFACTION OF THE ENGINEER. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF I.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. PIPE AND FITTINGS SHALL BE CLOSED. INSTALLATION :PIPE ANO FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, II, AND 111 EMBEDMENT SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS WITH BELLED END PIPE. BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO MATERIALS WILL BE CONSIDERED SUITABLE. IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH PROVIDED IN THE PLANS. SELECTION TRENCH TYPES WILL BE AS REQUIRED THE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, TYPES PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE INSTALLATIONS SHALL MEET CITY STANDARD S-39. SIX 6 HOES SHALL BE 'EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF VARIATIONS 5, PVC PIPE INSTALLATION ADJACENT PIPE SECTIONS. THE IN JOINT CONSTRUCTION OPERATIONS. MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MAGE. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK Of CUTTING PIPE AND THROUGHOUT AND FREE FROM CRACKS, HOFS, FOREIGN INCLUSIONS OR OTHER ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING 8. BRACING AND SHORING SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. IN UNE ON NEW PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO 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 BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A OR INCORRECTLY CUT. 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 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 WITH ANY OF THESE PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, 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 AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE MATERIALS WILL BE CONSIDERED SUITABLE. EDGE TO ADJACENT LINER SHEETS WITH A 1—INCH (25—MM) WELD STRIP. THE 4—INCH TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER (100—MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" "STANDARD MM).BACKFILL BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE OF THE 1994 EDITIONS, SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, 6, REINFORCED CONCRETE PIPE WITH PVC LINING. AT ALL TIMES. AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND - SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. I.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, 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 ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL 8E 5 PSI FOR RUBBER TO WIELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, 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 SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0—RING GASKET. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRE I TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHAD_ COVER 360' 1 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. OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE PROHIBITED ON THIS PROJECT. LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE I SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH 9. TRENCH BACKFILL EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO 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 REQUIREMENTS. IFOR 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 1.8. 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 STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH WHEN TESTED AT 77-F t5 (25-C t3 ). WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PROPERTY INITIAL (PAR, CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. PLATE. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECFlED IN THE (15 MPA MIN.) (14.5 MPA MIN.) HOT—AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS 11. SYSTEM TESTING ELONGATION AT BREAK 200% MIN. 200% MIN. JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE SHORE DUROMETER, TYPE D 1—SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10—SEC. 35-50 t5 BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JONES. THE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. 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 WEIGHT CHANGE 11.5 A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1—INCH (25—MM) BY THE FOLLOWING SPECIAL REQUIREMENT SHALLAPPLY WHEN THE LINER COVERAGE IS BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO 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 CITYS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL 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 SMALL 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 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 LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A 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 TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED WHEN 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 STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT 6 TO 8 INCHES (150 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 RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST POTENTIAL FUTURE GROUNDWATER BUILD—UP. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED AND ANY EXCESS PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF SHALL BE MADE AT A TEMPERATURE OF 70' — 80' F(21' — 27' C) INCLUSIVE. I.H. APPLICATION TO CAST—IN—PLACE CONCRETE STRUCTURES — SPECIAL BEDDING AND BACKFILL 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. 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 ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE USING A MINIMUM NUMBER OF SEPARATE PIECES. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF 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. HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. 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 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 SPRINGUNE, CONTRACTOR SHALL PROVIDE "FIRM ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM 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 SPRING.INE. FIRM BEDDING MEANS THAT OF 4 BEYOND THE PROPERTY UNE OR RIGHT—OF—WAY LINE WITH 30 OF COVER AT FLOW LINE. WITHOUT DAMAGE TO THE LINING. I.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JON EXISTING UNLINED CONCRETE. AT EACH THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT—OF— "SEWER 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 WAY UNE AS SHOWN IN THE LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. 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' DEEEE P AND A MAXIMUM OF Y DEEP AT PROPERTY UNE OR LATELATER—OF—WAY (25' C t3 ). 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 UNE ANDA MINIMUM OF DEEP AT FLOWIJNE. 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(1.8) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MEET THE 112—DAY REQUIREMENTS BEFORE COMPLETION OF THE 112—DAY EXPOSURE, MATERIAL THE MATERIAL WILL BE SUBJECT TO REJECTION. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT—SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. 16. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE ENO. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER. CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR—BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 17. MINOR STRUCTURES 18. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE ,NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT--OF—WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEE ' ATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY AND INS U POSTED PRIOR TO ISSUANCE OF THE PERMIT. ' a— - 'N9 /� \ Y� OFC ®f0ov16 '"4 , 14 i , ) RD rx"IA%ft -1 IN -113 DIG AT AERT 0 Call: TOLL FREE 1-800-227-2600 AT LEAST TiMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA L an�'mr' Ill I I HOVIN DRIVE (LOCAL OLLECTOR) SEE SHEET.6 o-.,'% . 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BEARING LENGTH_ .Ll N83*26'52"E 153.23' - L2 N65 -32'23'E 24- .29' -�7 L3 S4503 -09"E - 36.87' 370 r---------1--- ---- -- ----------_T__ -- _____ --------- ------- ----,-- - ------ _1 ------ ___________ -V I ; , ,----------T-----------------,----- __._,_______---�------7-----­ ---------.---------- - - ; : i � ; I I I � I . I ; 3 7 ---­--------_-­--­ �------.-.--------�--------�------,--�---�-----�- _______­________ I i � i ; ; I ; � ; � � i I i i � i i , � _______________ i � . ; I i L I z ; -�- ----­,----------__________ _______,___,_____--- ­­­ --- -, - - ----,-, -- - - -----------____1____-___- ------- . i I i . z I I ; ' I i ! i I : e I I � � i I . : � ; i � � � i . � � � I I ; � � . . , � I � i ! � � ; � � � � � I i i I i I � � � ___­_____ � __ - I -1 I _1_. - ___ ­­ I ; ; . i � i . ; � . ; o i ; I , : � � ! ! 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I � : 4-_ ------­ ; i � : i i i : R F i ; ! SEE SHEET 4 FOR � INSTALL 55.54! L , I I ! I i � i ! � ,'------��---�----,t-..---,--�-� � I ; ; i I ; ! � . 4 I � --,, I ; i i t - INSTALL 347.66:� LF OF 30" RGJ-R bP 0 0.1 2% 1 1 ! I i i --- ---+------- --+------- I _______i__ ___A_ ----------,--- ? � i i I , - � I I � ; I ; � I � - 1 7 1 ? I z I I __.______1_1�_1________� I � I � : I f OF 36" RGJ-RCP , � � - I I t I I IN 104.82 LF OF �. i I i � I � � __ ___ , - ___ r.- ________ ---------- 4-_______1 __.____� _______4 CONTINUATION I I � � ­ _ ____ I ! 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I i � � '10- _am ______+___,___L_ ----- - ---- f� _.___. i $ 1 , ; ; c I ; i � i a ! i . � I -1 , I - ,p> _ I i ; ; � z • gn in 16 f � ; ; � - !9 - k � 0 Z; - 5; 14- v � cr I . d .---- I � I . ; I < d mc -4 - 141 ! 3 � i . ; i ; ; I � i i I i 7: I = I X ___ �_ I m I I M md -00-� i 2 z � . i -: r, r�: i >:,_��__ z __ � � ________________�_____ , ! m -c , �._______ _.� ! � � z I i : I . ----- �$-� . i- , - _____­' < : I , � � I i i ; i i �91 Li z z `� i - m �>:­:::;_7_.____ i --- __­ - -_ - � ; I � ; I � t � � I I ; w � i � I I I __ '" .- �� ------ -1 ­__ -1 , i ,< d cs c; � ; L I 0: L-ji _39 � ; . Z' z i : i ; I i I -_ 332 ___1 2p_ wl_ _m 99!9____1_ a - ___ _9 t- ­ --------< L24 _cj (jL_____ _9. : I f 7 � 3 1 ; 11� . =_ I � 334 1 i i < +" � + ; -----------4 _____� ____� I ! I ! : � ; i ; i � i i W)" i � m I ,----- 1_t_____._____________ . z I ca C) 1 4 r � � ! 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I I : I ; � j � I i i < I � i w ; - I � ! aj I ­­---� 3,32 � : I __i______ ­-------- -j-_ I _________i____i___ -I-- ! � f f i i I �� . f ; r i , Z' In: ---9---,,- I W � _j i ! j j m " rn i �- 3,30 1 - __ 11* -,- _____-�- 9 cn W-ww- - 9-9 , 9 �!!i � i ; < I" " La ! � � , [ z - 0-9 I " , : cwn a t" -- L-1 -1 _1 i I I � i i f i I i � ! w bf CA w u__jf­______,__ -_ -,---- i ! 1 (A V) M w w I . I : ! i � . I . fq; 11) i � I ! I & i ; i i I ; � . . -____1_1___-_-__ , T i . I I I ; I : ; � -11 - ­ . � I I w t ! 1= I i rl " in, I ; I I � I __r - _1________�_______­ --- I , I : I I i . I ; . ! . I � � � i w w � � I � � : ! . _­ � ------------ I ; t , I - i I ; . � � . I I : ; I � I i i I �­__­ ­ ______L___LX,,w ____t:_>;__:�;;___ , ,.; � � I � I : ! i . ! : � , �i 11 i i i i i z I I I ; . ___1 ----- -- ____�_- -_­_._ -,___; -- : � I i : - ; � w1w --f- 1 -�------4----- 1 j - , : ; ; I z I - w _______­_._,__ >: >; ::,:; � ! I INSTALL 256.65 LF OF 120 PVC 0 -6.15% � I . : ­ - -_ - ________._.__ ____ ; I ___1____1__ - __ I � I I i i i W i w , x ig � i � � I i � ; I -_ ! � ; w _.j W-1 _w _j I I � ; � - La �11 ------ I - I—- 1, � I I I ____ -1- _____ ------- __� I � I .- I i __ ____ : , : . � I � � � I I 1w _j ___4 _­ L ; , z I NSTALL 184.68 LF OF 12' PVC 0 -65% I -i- -.---- I---"----- ­_ I t i i 1AJ W. I f � , I— � . : F I � � . � . - I , - ti . I � � i ; _j ; z !__ ; � � I i � INSTALL 265.74 IF OF It PVC 0 -0.15%; -----I .330 --- - ________ __J_14..q8!�OF_1T PVC__6_-OJ5X____ : � ; 7 � I ; ! cn ui w w INSTALL 135.43 LF OF � � uj; w I 328 INSTALL _50.43' -LF- L - j, -, -1 � ; -1 4 i cn -w- , ' � _._J : I : � ; _-1-- --- ­ _______� : I ; cn w i i � � i i I i i � � - _,_4____ -------- � : � I ;; OF i : OF PVC 0 0.15% I : I -­ PUBLIC ; s : � I I ! I j __-­-----_r�__.________.___� 1; ; I INSTALL LF' I ! i I i i ; I � I __1_1__1r,,P_VC _0,_+-0A5X__, . ; I 0. I I . � � ; � � � � � i i t I i I i � : PUBLIC i I -I' . � I I t j I � i i i � � i . ; 11 ---- --- ­ ----- _______,___­_____­ �­ � . i i 7 1 i � � i i ! � ! i � i ! ! : T- __ .� _1_____,____i_______,_,_� i � I � - � f : i i ____ I I PVC 00.49% i . � � ! � ,­-__­___.___! . ­ I ------- 1- i � i � I I I i i i i � � I � � � ! i PUBLICI � � . 1-- ---� -----4-- ---_-_1 . ; . � : ; I i I I . . i . i L I � : ; I I F­ � � ! � � i i � ; � � i f i ! � i � � i � - -------- 11 ... ,­ I I-- I ----I---- � i I f ; i ? � � � 326 f _. ; � f � i i � ! I i i � 328 . I : i i i f I ; ! � ! I I i i ­_ __ _____1__- ------ 1- .- - � -- ----- I - ------ �--�---,---------.-�,9--------,---�------------ �,---------��,--!----,---------,�---,-------� -SHE ,--- OR i _ � . i i 1 1 1 ! i I ; ; I � i i . sm EET 4 ; i � I i i i : I . 1 � I i � � i � I ! i i ! I � � ------- -------9------,----�------J---,--.--------,�-.-.--,------�-I � I I � . � � I CONTINUATION i 1 i � I ,, � i � � i ----- ------ ­­ ________1_-- _-_____1__. -I--,-- ________­ ___ _,___-1-- ------ -__1 ----------_-J------ ____._L__--__: : � : � ! ; i I i 4 ___ __ - ___1__- ___1_______i � I ! ; i ! � : I I --------'--------j-.--------- ------- - - I- I - ,------,-,-,--,..-------.----,--------.; I z � -,--------�----,,------------[---.-� --------- _________­ --------- _J_____,____,j 326 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 1 LEGEND: CIL CENTERLINE SCO SEWER CLEANOUT- (D CURVE NUMBER CONSTRUCTION - NOTES: INV INVERT L1 LINE NUMBER G) CONTRACTOR M VERIFY LOCATION AND INVERT SD STORM DRAIN ; RGJ7RCP 0 -145X �__ RGJ-RCP 0 3.27% 1 ��,�� ___RG`J-0Cp, i- i0Z _ � 1 1 - -_ __- ­ - 11 - �� i 7 I ----- '368 , 1 ELEVATION OF EXISTING SEWER & STORM DRAIN MH MANHOLE ELEV ELEVATION lCONSTRUCTION NOTE I ; LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER CB CATCH BASIN R/W RIGHT OF WAY 366 - -- ,___ _ �__ 1-1 1� - - - I- - -- - I I— - 1 OF ANY DISCREPANCIES. SMH SEWER MANHOLE FA FLOWLINE PIPE d_�UTILITY (g) PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PA PROPERTY LINE TIP TOP OF PAVEMENT S=SEWER (D J ��' c, - _ - - O� r_ _) L&: 'r, wi - (D..) 8R�g iL PLAN FOR DETAILS. P.A.F.L. PARKING AREA EP EDGE OF PAVEMENT D=DRAIN O PROPOSED BLOCK WALL -SEE SEPARATE PLANS rc rn cn ") ". . - C3 C4 FLOWLINE "8 d I - v r z c, ozcnuj .t . :­ , i .6%0%0�t "..; FOR DETAILS. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION < (j) ENTRY MONUMENT- SEE SEPARATE LANDSCAPING .0!�i�- : -1- - 1 -4v <3 A� -j::,; L) >:- z 2 dia"i , _j < z I . Lu - 3; PLAN FOR DETAILS. _.-S-CONSTRUCT SEWER PER CITY STANDARDS I Ly CL 0 CONSTRUCT SEWER MANHOLE t6-3 Z Z ed v: .0 IT R ,4: NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A' -993 :z CO'. * "'n " .0c TYPE *A" PER C.O.B. SM. SW -4 AND SW -5. .= : � cr WITH 3.5' OPENINGS PER C.O.B. SM. S-12. 0 CONSTRUCT SEWER CLEANOUT - - a- S'cNd co 0 6 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT R 1w PER C.O.B. SM. SW -6. _j a! 0 5 & C-41 - c;;i'360 ELEVATIONS UNLESS OTHERWISE NOTED. - --------D----CONSTRUCT STORM DRAIN PER CITY STANDARDS I I to + V* 58 * 1*rn 5" 0 CONSTRUCT STORM DRAIN w +,: orm -< R %O + ..t� �* mi j TYPE "A" PER C.O.B. SM. SW -4. 358 �­ ­ 11 Z n I 'r CONSTRUCT CATCH BASIN - �2 >; >; >: g, UJWL" , _j _j _j - :t 7& L, -L, -..eQ:'ax ; I.- o ui m I TYPE "A" PER C.O.B. SM. D-14. W I - DIG T - Call: TOLL FREE 1-800-227-2600 AT LEAST M DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT L OF SOUTHERN CALIFORNIA 368 -- T __ - - - - __ - - �- ---- -- --- - -- - ­­­ 368 : � i , I � : I . i I : t I I , ! � ; 1 1 -, t 366 - - ­�__ --I-,-- I— __ I I I : - -70.1-9 - � - - -----il 366 . i , INSTALL L� OF : RGJ-RCP a 0.11% ­ � I ! � F -Z ; . � i F_: ,---- 11 - _. � - W - ir- ­ +_ .- - - - � -_ � - X_ - _ 364 �, ­ - I ::I a t f - . i I � 364 1 m i � 21 - q CA I nz i ! I � i � �! cs t2. s 11101. i � <1 Z co �, 71 . ___ 4- 11 __ __ q: z 362 ! _J-__ �_, - - __ - � 4 uj i 0 0 -j!2 ---j 362 � :e CS >; i U- 9 5 0 j tj::; : I f . I ! � tf � j < I 2 0 i j 9 t I . ,:9 1 = 9 � I . V) z nc� i .-j I r- &-: --- ­ - �1_ - - -1- - - 06 1 D 360 1 < - -----a- ri 4 1 a- < 1* a-- r- ->;. ----1360 ! C ; 4m r.: ; .4-2� . � I I 1 >- 9 ; I 0 (n . ch via, ! I uj + -d- : m +!�: i � � _j I -c C41n i 1,6 . ' I 1-1 ­­ t, - . . - m Q= - _w v - -1 af -0: >;__ __ I , I z --! 358 � I uj � -__-co I � LLI : I Qm I I mi ;� W. -----i 358 1 Lu P - i R 2 pc: al i m i i I i � I a! csruT , � � W I NNW LLJ x En cf) uj : � � a- 2 i , I -m "C?v I I I - �,_ 10.0•w -,-,. - __ - _ Z P -M 356 - --- .�__ - - i I . id - - ___� 356 or c4c4F-- F � � . � I , i " . i Ij � , m , .05 M - , I , � I � - I - �jl - 19�4- ` �,_l , - C, .-C -- 0+ c+ � I � � a -1 t / ' � ------- t ___1 ___ - I r____1 � i w c4c4:r --- _` I "Ill I- ; I __1 11 -, - � I --- - w cn 354 1 _ _­_ __ I i- - - - .- __ � - - 7 ! . --c-c : � 354 'w ;� I i -- q "_ I I ! 0 � I 0 1 ' f I � i ­­ r___�� - g � z i I I : . 352 1 ___ ­ - ­ I.--- __ 352 1 � - -- -- F I I . I � . i � i f -.J- - - 1-1-- - __ - __ ! � , 1 350 ' _F__ - - - -- - __­� c � I - - I � .350 i ; ! -_ - --- ­_ i � ! *-.-.-.- I - - t � : - - -,----, - I_ - - W, - - -,- _ � ; 348 � __ I - I.- - -1 z w . ; 348 � t I - cn - - -� I � � � .18 o �06 i � IAR ,- - __ __ - - , *-. - - 8* DRAIN i i - , � DRAIN -_ __- I - � . ; 1)40 -_ I . � I = � I � I I I 0) in � � i 0 - ' w I W. � - - -- �_- __ I ; a . 344 0 - - �. - - ­_ ___ - __ -,- � - . - - - --- rn . ___� N - : I 0- i 344 ") fl- N, 0 i - � I - �_ 0 � 0) A" i - SL� q. ! Of �rl 6 ui = i 3 < It OD ) __ - _. _ - - - - - - , - f7- . �Z 342 --- - --- - - . I _ . _3 -------4! 342 co . - ._4 I= I �50 =0 I : 0 w 10- - - - . ,----- ; 0 z " - - _31A-10 oq ' � ' ' . . _ __ 6 11-o _ 7- ca 0; �, - ____ ,-- - � 1340 - --- I __ I ____1_ ____ __ _____ ------I . = --: ",w 340 -41 1�' 12� , jdj co � 340 < m § � 1- i -j < 'd- - cc I ! - - , + : w 0 rd) I in- w : I � w � , , ­_______,_ - -,- � ___ ___ __ - - � - - i co , C4 9 3i 338 - - - _ � m __ -,-,- -.-- m - i . 4 '338 :1: _oj -:, I-- ._� � . I , , ) _ SEC11ON - w to m 1 F I 0 a- (o . SCALE: I' = 50' HORIZ. a cn %-.,, WAY I- = 5' VERT. 04 jr S.: La g ; 1EET) I . 14 f 6 < 1 6 ,, -�----__-_ . . ................ �� I ­ - 1 i ; I ! I 370 - - -PuBIJC---,. ­ 1� __ _ _ - -_ -PUBLIC, - - --- 370 I : f 1 . , INSTALL 31.00' LF OF 18" INSTALL 15.0a' IF OF 16* - - _j 368 � - .__ ; RGJ7RCP 0 -145X �__ RGJ-RCP 0 3.27% 1 ��,�� ___RG`J-0Cp, i- i0Z _ � 1 1 - -_ __- ­ - 11 - �� i 7 I ----- '368 , 1 = 17 � :R ll I I ; � Lu 366 - -- ,___ _ �__ 1-1 1� - - - I- - -- - I I— - 1 � ____ - __ ___ _ - - _ I ----1366 W . F" I.. 364 - - - --- - #-: � J F-: a i -r a ' - __ 0 o'R 4m OLO _w _ :4 1--: al: x (D J ��' c, - _ - - O� r_ _) L&: 'r, wi - (D..) 8R�g iL I � . i I to" � : rc rn cn ") ". . - C3 C4 4 mr :D Ln z fl) >: w "8 d I - v r z c, ozcnuj .t . :­ , i .6%0%0�t "..; c 0 't. _ - . m - 6'* , : ,Oil () Lo U cj M ,-41; '. � . --1364 . z ; ft � < C_.�) z I � 362 : -1- - 1 -4v <3 A� -j::,; L) >:- z 2 dia"i , _j < z I . Lu - 3; ow. .__c4 (:5 � ., . , zo Q>>>; . w J� . _j _j >; LAJd^:362 CILL, Lai � . Go -j . d>_:! 362 ,k4 Ly CL OO I tt t6-3 Z Z ed v: .0 IT R ,4: , -4 ,< , m m I -993 :z CO'. * "'n " .0c z 2 ,gw' 4 ie V:•L, .= : � cr C:d w 360 � , Z- - - - - a- S'cNd co 0 6 -I L,: Loa a< R 1w -:'-: "R -:- m ar�r-r� _j a! 0 5 & C-41 - c;;i'360 111 I I to + V* 58 * 1*rn 5" -,WIO >. n It -41 .* = ltm"m w +,: orm -< R %O + ..t� �* mi j 0 358 �­ ­ 11 Z n - , <w -mw w ;�:�', Q -c, ­! ' _j tn- L, , _j 0 Mir 2): __ mmuj I = 2 - �2 >; >; >: g, UJWL" , _j _j _j - :t 7& L, -L, -..eQ:'ax ; I.- o ui m - I >;! 358 W NW ,-y ,: 228 En VIC; d d d tori ,nza w,,,L,t .j w I I I i I 356 ..0. i ,_� 1� I - - - - _­�I1 356 354 -- i 54-Z, -_! 3 352 -- --- ------ - ----- ' . : -) - , I ; 1, __ ; I i - : :,I --' -- I— -- - -- - ------i 352 1 � 350 - , ­­ - _ r --- I ------ : - 11-_ ; - 1-_____ 350 I-_ 348 � __ 111- ii� -11- __1 - ­­­ J I348 �- I ' :1 I� � � I � INV. 18* DRAIN 2: \-INV. 18* DRAIN i i 346 I __ � 1 � � � , ---i ____ _ -i - ! i 1 j i - __ ___ __ - .,-----' 346 1 1 i I I � 344 � - I � � cj Of I i f I � � _____ - - - - i , -9 ig ___ _4 __ ___ - -, __� _1-1344 1 ' 1 � m i . I � : L 342 11. - I __ . - I w : �4 � 1 I- 1____1 - I— a- 17, __ 04. . - - --- - - --- - -,' ' 16 ' , - - - -j! 342 3 ' j i i � � � ! 340 il - - - � I ; i : __ -1 -1-11 � - -1 - - - -, i _; 1 - -- -­ ­- - , - -----� � ; 340 ! � t 338 I- .1-1 -1111- i . : : j --I--,-- ''I". ­ I � -- ­­ - --- -- - -- -- ­­ ---: 338 SECTION B . -_ SCALE: I" = 50' HORIZ N� 1" = 5' VERT. 370 ,-------------______r_____,__ � i ; -''---,, i � ' I—— __ ,Il- - � -1370 370 , -­- L- � , I— __ __ - � I I : I - - -- T ----; . -370 � � INSTALL, 17.42 LF OF 18" : �__ RGj,-RCP,,O ... 4.00X __� 368 -1 I � -_ ____ � _. � � t 1 � . : t INSTALL 7.42 LF OF 18- ! � � I ; ' RGJ-RCP 0 1.57% � 1 ; : � � � 1 i- f ; -1 ! � ; I ___ - - - __ , __ - _ - -,-- i 368 368 __- � ; ` I � I t I : ; I i ; i i 368 ! ____ 366 i�� . ! i - - � � , , , ______�__ ­____ ­ -- ____ i , "to � - - -1 I - . i I ; ; I 11 -11, 366 1 � 366 -, - -- -I- I __ f 1 i _____ - __ -.- L-11 9 ! � i 364 ; ; -----+, i � . i F_: f-4 ! -,* . K ---+---q Lo 81" Ki uj ri g0j, : 5- ---- M , Lnl8zmcn 1 1-.: �ac 3:-ui 31: - - - ! LAJ t t - __ - I 364 (A -,-- . w � 8, .o.,n I n " --! 0� " 4; 366 ; j , I i � I � i i � C�! ft ,� az C40 . W _r) > < 1 d : < t 364 - - - wCo I w I- - av)w CD • -,i"---T--­o:--- C.22 cqz . -, " 364 i I 362 !--- � : i I - - - 1 4%? .5 Z -j 0 .---z a- CjL,w > - LLI "> , _'o ---:� M I -ift.o.,o,,,w _j__c4 I I __ . � � w . CD - - < : en �� 362 d = a uift ,* m d'z, - 1 . m > 11 i --S� " t ". 00 4" I , I I i � 1 . 0 Laz z ,6w 05 W <, -j -j , G, m� � Ls >: >: > .Azz -_ - I- ­_ 362 V) i < I - 3; _jv%? (jL . -Z CL >> 0 Q w L I �j ---, - L) >; "--! 362 I i i � 360 �­-- La -- - a- a- -:to < a * Na; Pn IV ,64m - - C14L"uj - [A.: .2 m - z � � - _R UT ;; Wj Ln In (o cc ,lq '' .,-,- N * , : O_ � - ') >_ 360 m = -33 z fl) 05 La • "' " wiw 4 1 cp , L- !La KTK to I i i : I I i %o,o-" + x -,n 4? >- I A-42 < Lo 1, 0 +T!�- WAAA � _j 360 ­ ----- I x ;-c - W ri ;cod m X 00 I x cor- 2i�lm �Q- - -a- wi,o, ' co:� __� 360 ; ; 358 i �------ " - .-.I= - "i .>; ___Q iE i!s La- - , __j M it , if 0- m OW - I = __ Of a " - >: >; �; L"!:tl La ,--- uj � m ; m -_ � - w 358 in 2 0� + 1�t 1* lq m"n 12n " .>; < >7 An -jig �. "'.cw �00 F Of ,_ I C+n W _" ; i ; i Z ZA w GOTE in ,.4 M � f'% UJ Mnddd �<_ � � __ a- __ - - 358 p IC -11 I � 0 u X ;!E' .1 ui _j_j Ix �ma. otu_42;5E�i358 ; � � j ; � I � CL I - � : cn cnww (m**cAzo � `w V)w . f I ____ 356 �' � ! I - : : (__v I--,' ------ I _�_ --,---- ­ , � I --- ­ - , - - - - ­ � � I-' � . � 356 . I � � ------ I I 1 � . 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I ; 1 38 ' 3 SECTION c SECTION SCALE: I" = 50' HORIZ I" = 5- VERT.' Q-1) . - SCALE. 1 w = 50' HORIZ. I" = 5' VERT I - - I Amco < _j 11 0. = 17 � 11 � Lu ix4c m 0% in C -t W . F" I.. =2> " m 4c C)0 to" I- . 0-4 P ---.q Ca LUJf) czgm < C_.�) z cl) oc cr) cu CC < ,k4 Ly CL OO 3I: Lu >_ C.') co Lu .j I cr C:d w uj to Im w c+J f*. m 111 W Z I = C_..) II-- j 0 M.Ac M. = 1- a < N I -c Amco < _j C3 0. = 17 � 0-" Lu ix4c m 0% in C -t W . F" I.. =2> " m 4c C)0 to" I- . 0-4 P ---.q Ca LUJf) czgm < C_.�) z cl) oc cr) cu CC < ,k4 Ly CL OO 3I: Lu >_ C.') co Lu .j I cr C:d w uj to Im w c+J f*. m 111 W Z I = C_..) II-- j 0 M.Ac M. = 1- a < N I -c n -\'"- 127SEE TRACT 7256 S - S64'59'41"W _ ACT 72� 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 8+I HO11NeMDRIVE - -- - --- - -- -- - -- 368 (Loc SHEETC6368 �) �,� 15 h - r r r 366 - ._ ... ' . -- - i - - - - - ,. ----366 INSTALL 70.39 LF -OF 18 I 1 12 / 13 14 2 r .� r. r r J�J7 , r J J UNIT Q i RGJ-RCP 0 0.11% I II / / N ^�� o� , fl 16 / 0 17 j � 364 - - - - f - - -- - �-- 364 / _ I I d O % / 2 h / ��r /� N / ( _r- i Z O VI M Z I I o J I / ,� .�a �� So / 1 r� J �� DOWNTON T 4 o a 3 - - +- - - t -- -- - -� °° ' 1 (z �' / / Q .� h? o o / o,� t NOT A PART J ��11 ( J (' �( COURT a 62 { t a I M ^ �0 ao_ 1 I 1 (PRIVATE STREE) �a �.�w 5 a - - 362 I I vN , o / x Gi / �?Nd M 18 AUDL.EY END PLACE S� SHEET 4 W _ C1 I i ^"� / awe ' t I (PRIVATE STREET) 3 -�� <) _z L h�Q , Q c� 4r cJ' / SEE SHEET 4 1: ! F Wv M _ z '�'� N 1 38 o w �5 1` Q p c� a. -o o / 3 2�ef.4o �O �� / i l 1 1 2 rNri N co w Mar o_I 4�' c o I z IhM x , Q o 2 �. , p II In I al► c� 360 360 ch / ^ /q> Qt $ ,�v fit.• 6 1 1^ d 1={�. M d• ( I r z �A Z to N - ! 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Z nn La NL�.L.1 D- I .-.- N- OO W 354 { R� 1 Q z ON + N e •�' 13l 1 W W I -F- U O Nr D: �� ._-.__._.- LIDtD N _ _ < o ► ; ' ► N - 354 <LL N 56.65' k 7 8' M Iil+n 1 ++ 1 c�<w ago x 13+00 a gLx Zw r �H NN -- <<< <<� N----��' - ��_ I iu`Fld' c��,Q_ow zN ars �:� fi y -1 r �Q = - W �� �,,��zo W .� N 352 -- - -- - - -- - < �% r �_ � " -�• _ .� , , � � �, N NT �, ;- , . 352 •26 � E __ --42+ _ - _ �=:� corn d, z � -- 56.07 M SIN "yy 10•.82 ��- - 1 ' m o N 350-- N o^ ,n oc 279"IY - r •� 4'30 20 E <<N<I24'S7 33 E ,n _ 5 7 r - - 350 26 • P.A.F.L 1 N71'02`14"E 5 - M k' o _ 1 4.s8 S �► 132.35 "� ,... N73.24'08"E 12"S _.- "� us_._ _- »- - --- - - - -- - - -- }-- < < <<< ?4 12 S 1 .68 - _- 348 _ i • ��� << o � D (s+oo . �"�-$�..-'" 135.43'• -. � N65'3 23-,I•--�� _-- - X9+00 _ ,� g N i 348 - �- �� O - --cam. 2 � -N65'32023 E' -. M m r . 3 - 3 a0•- < y?• a v `rid x - - - _ ,--. 189.40 - ;- " - "MC -4 . _ - " 1 is D _ _ _ _ _. _ . Jt1V. 18"_ BRAIN o �c 3 o Nfi5'32 23 24 D -"' 26' a 346- - - 1 D 1-- - - 346 <` Y M r 01 OGp 2 M " 3 << N O r o aoz N O �,,�" W p.A.F.L a� 1 5.18' wr - _ -- - - - _ -� 'rd d0 r•�'•y Q ��Z W z sC J V �o,'c'.I�=a �`�-`"".- ....•-•.....,••.�w�-'��' q Zr 1 "' N 344 --_ --- - - ------------- 344 a w J 4 I-' J J LL' U M d O _-�� ��'��' O W F= N a N O = LI gyp- N Z N" J R/W M p '- aD=in � d 1 L" `" p �[i Z _ ._._. _ . - - v - -- -- -- - -- Wd W WW N : �n �t I rpQ"M oMjM C4 Q 9$ - �� N 342 ' �o: - 342 J O ,., Lo o `�' o �� 3 .i -tn p vz a O N cV G f Z J s z > morn o. + -w� o Q o d o a o aiz 5 1 d f\ \ � m O C� M` M i� � Q .-! � . y o s c- Ly Z . i- + - � g o� zz `.� SIy� y 3d0 y o•J' d o z� + w ci OiOcJi oap++ zw` .�- M _iy .Q Lr � a ' a ow jw i - - - -..- -- - - ----- 40 �� °r° <7io �o ;., v z d tciz < Z N �W`� �� Ou_ cp C�aQ+r JZ yl V Z JaJF: �Cj S U0 ZgUJ M 1 r Z�N`or 340 Ur ! 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J► ,c 6 m d m Q 4 .• r' r' coax .-a�- za SCALE: 1' = 50' HORIZ. 3 ' \ `r \ t^\ \ \ N N' fbh cn h TR, 72JJ Qa (i�� Za a Vrrrr O AZO WNi !�i I rs to \ \ ) y rz rn �- d�'' a O Qa row r ^r ;-i as - r 'w m u1 N NNS N " .,, L.i rn _ .......PL coC WAY 1 = 5' VERT. (PART OF UNIT 3) PEMBERLEY PASSAGE AVENUE STA. 10+00.00 C.L. TO STA. 13+61.38 C.L. (PUBLIC STREET) STA. 13+61.38, C.L. TO STA. 20+00.00 C.L. (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LINE TABLE UNE NO. BEARING LENGTH L1 N8326'52"E 153.23' L2 N65'32'23" E 24. 29' L3 S45'03'09"E 36.87' i t 1 _.--_.__.; �r25�0 CURVE TABLE {I�I CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 183.39' 92.73' 21'00'52" 2 500.00' 156.28' 78.78' 17'54'29" 3 500.00' 13.66' 6.83' 01'33'55" 4 500.00' 142.62' 71.80' 16'20'35" 5 500.00' 108.30' 54.36' 12-2436" i t 1 _.--_.__.; �r25�0 NOTES: {I�I O CONTRACTOR TO VERIFY LOCATION AND INVERT U UNE NUMBER ELEVATIONS UNLESS OTHERWISE NOTED. ELEVATION OF EXISTING SEWER do STORM DRAIN Q1 CONSTRUCTION NOTE v v v v v LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER v�vvv v v v v v THE CURB RETURNS AND TO 25' BEYOND OF ANY DISCREPANCIES. PIPE SIZE UTI 2 O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE `~ { RGJ SEE RCPA.0.12%-�--------�--- SHEET•4 fOR 55.54 LF INSTALL 8.27 " INST7' AL OF 36" RGJ-RCP :OF 30" RGJ-RCP1 RGJ-RCP O_ _.. PROPOSED BLOCK WALL -SEE SEPARATE PLANS LF 30" RGJ-R'CP O INSTALL 24i--RGJpRCP 104.82 LF OF ENTRY MONUMENT- SEE SEPARATE LANDSCAPING i INSTALL 237.87' LF OF 24" RGJ-RCP O 0.127. INSTALL ALL 189.40 U' OF 24" RCJ-RCP { ! INSTALL 1 56 65 LF 18" RGJ-R fINSTALL C�111NIAATiON CP ®-0.12% 013X-- 0.39:---�--- W iJ Z co ( BMJ'-� ��1.2 Z jr a. C) 0 J W -- --coJ- -= - 22N_-t�- +-- QO Z O O r'O') M Z .� j!�� t ` J ( J 1 iJ x GJ ? 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I j j r J J > ��1 J f.y.4*U { ( + _ o < w r J ! rn W W 4 a r W J Va W W yy,,��• W w w 1- J N W W LM•L oil 4i -�I -; iv Ac U) s W to a - --� L a r----------------- - -- -= -SEE TRACT N0. 7256 -UNIT 1 do 2 -- SEWER 'j ' � - -'-t - - - - - - ; s I } - - - - - ---------i-- - _ - -- AND STORK DRAIN PLANS ::TRACT 7256 -UNIT 1 A 2 TO BE - ----- i---: - _ • I }-- IN.`V-_30-__ ! - I i - _ -�-- IN1. a ! CONSTRUCTED SIMULTANEOUSLY i �-------------- -- - - - -----j--- - 36" DRAIN -- _�__--__--_ -, _ -- O S=0.34% INV. 36" It�V. 30" INV. 30" RAIN DRAIN QRAIN UN -�� { { I DRAIN ! --+-- --� - { t �- i -- I } I ---i -- - - - - - -- `-INV. 24' Or2NN -i t� - - INV. 18" - DRAINS -- -- _ - - INV.; 18" DRAIN Cn UATnI - ---�---- �N-" --- - ( 24� OR 111 - -- INV. 24 j --i-- ---.__ -_ - ---- - - 12I. w , ---- ----- - --- - - - -- <-- -- - -*---•� SEWER S=015% INV. -• �-..--12 • }i INV. .�WER - j, . --�-�-"._- . ---- -------- i} -J--" - ; L `.!. r . #-�- } ° sHEJ:rS-E..4W_E.FR INV. 8OR. oJ CONTiNUAT10NO -�`--I�N-V-, • . SEWER I AC�NQ-- - oI i NV.12SEWE { - . � - -- 11-2" SEWER � •- _ . - 1} 7256 -UNIT 1 d 2 f _ _ _ SEWER AND STORM I ! I-= c W i 3 O O Z-- - i- ---- P J Z -- O_ W -0RAIN PLANS -._ _.. __ . 5 _ - . 2� 3 z { Q to H i^ N S I , M ui= e i _ 3 : ! N W E I O - ��0 •- l I { i t J f ! t Ili W W !U W Q '-td�--` -INV. i ____7_ { � - �;� - ---; I W ---- 12 "EWER i . J O 11 i o J 3 1 31: -------{ ---v► �, 2 ITRACT 256 -UNIT 1 do 2 o z J •- ; O I o , $ o S2 .y ! TO -.BE --CONSTRUCTED-..- i Z -j >- C� z J I z J 1 SIMULTANEOUSLY, j � `rz ; t � "Zz - � o � z �!�- w z > ��3- Z �= - z r j :j j `'' - z Z � _ --I. � I 1 W ; z a 0 ' e a ;w� � � � � cD � � � -- ----�- w. w 4 O � � O O Z QD � -_ W iV N %0!6 ^ O � x'? ~ d W t'O { ! �[I = O - N O - 4 LY Nc - -- - C DOD O - -- 4 O _Q � O Z B _ 1 .. _ } Z - O ii 1 --_-;'�• yj _Z_ W- W I 0 p 5 tt - tp �w��•• W `_-jrj..(._-- -._--� X z _j { i O I-� Z )� -J Z Z 21 i ?� HJ ` ;,s�W> 3<WW 1 »�sa uj Ofl4f_-_--"� - ---�U7 VI -W -W'----- -`� Vr3 WW N W W S 60.95 Lf OF INSTALL 51.7 U' OF INSTALLII 12" PVC! O -0.1 12" PVc 0;-0.12% INSTALL 256.6$ !" U' OF 12 i j PVC A -0.15X. W{WW ! WSW W I + INSTALL 265.74 LF OF 12" PVC -0.15%+ '�M i X ��I'• ('•1 (� W J J N w W I�r INSTALL + 135.43 LF OF } �+ ter. Cn W J' J i ti w W INSTALL 184.68 U' �1��*-----1.•^ �iJ V+ i W W W! CO 12" PVI; 0 -0.15% ! INSTALL 71.23 U" OF rt v - " 12 PVC 1. -0.15% -( +-- I ! PUBLIC -wPYC._O_- I } PUBLIC! ! -- -__._.�_ i PUBLIC INSTALL 8" PVC SEE SHEET 132.35 L O 0.49% -- 4 -FOR OF )0 9+00 in4.nn 'Ii inn . L �.. j . ,.,, i j i _-L_�-� - �_ _ i� - - UATiO� - LEGEND: CL CENTERLINE SCO SEWER CLEANOUT INV INVERT SDMH STORM DRAIN MANHOLE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION CB CATCH BASIN R/W RIGHT OF WAY SMH SEWER MANHOLE FA FLOWLINE PA PROPERTY UNE TP TOP OF PAVEMENT P.A.F.L. PARKING AREA EP EDGE OF PAVEMENT FLOWUNE 354 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION •--S--CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. ------OCONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. T CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. • •••• t9 t vv I%JTVV NOTES : 1) CONSTRUCTION NOTES: Ll CURVE NUMBER O CONTRACTOR TO VERIFY LOCATION AND INVERT U UNE NUMBER ELEVATIONS UNLESS OTHERWISE NOTED. ELEVATION OF EXISTING SEWER do STORM DRAIN Q1 CONSTRUCTION NOTE v v v v v LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER v�vvv v v v v v THE CURB RETURNS AND TO 25' BEYOND OF ANY DISCREPANCIES. PIPE SIZE UTI 2 O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE `~ < PLAN FOR DETAILS. O=DRAIN 0 PROPOSED BLOCK WALL -SEE SEPARATE PLANS FOR DETAILS. - O ENTRY MONUMENT- SEE SEPARATE LANDSCAPING 0 PLAN FOR DETAILS. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. COU) PLANE TO 0.2' & OVERLAY WITH 3/4' v v v v v TYPE "A" A.C.. OVERLAY IS REQUIRED TO v�vvv v v v v v THE CURB RETURNS AND TO 25' BEYOND v v v v vv THE LIMITS OF SAWCUTS (IE: MANHOLES) OR AS DIRECTED BY THE CITY ENGINEER. D 14-t vv U411114i 16+00 17+00 ROGER. A. McINTOSH R.C.E. 33322 (EXP. 6/30/16) e MARIAN P. SHAW R.C.E. 32178 (EXP. 12/31/16) 18+00 19+00 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 20+00 �, 0 W ..f j DIG AT ERT Call: TOLL FREE 1400-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA 370 368 366 364 362 360 358 356 354 352 350 348 346 544 $42 40 38 370 -- INSTALL 31.00' If OF 18" INSTALL 15.00' �LF 36 8 - RGJ _ RCP _ * -7' 3.45% _ _ -. RGJ-RCP 0 3.27% -- - 366-- cq� _ J J- Of _j F•- M 364 -"(AMNtJ X000^}"1 0 I!') Lz�1 o z of N� �UNMWj > DCO= e • NU�Mj 362 -- -------. - -J.- Q J J -CIO COON W J J vj > z z UwW W = Uj>j Z Z VL+I� ,z Zzzco a s zzz z2,o -4 L'A,.O QW� p<L � 2 FEW sr W W 360 =a+°N°_"=uouj+Jc -a�oo "=WaLJ��a � � � �<Lj op 358 - ..- --o Q' o Q�o<-w�o aI�.L�I� <��_a z I -J HOW m i JJJ rOW Z W NW eol� VIzC N LnWWW @*'" (nzG W ujI 356 =--- - - - r 354 - 1 Ai 1 352 -- ;-- i 350 - - .. - - -- ---- --- 000 348 --- - -- - - -- - -- - -- ---- V. 18 GRAIN INV. 18" DRAIN 346 -_ _--- -- - - -- - - -- --_ -- t-------- �----- o 344342 - -- ----_ - -- -- ! ! 340 -- -- - - - - -- -a 338 - --- - - -- -- - ---- - -- SECTION B SCALE: 1" = 50' HORIZ 3 1" = 5' VERT. 370 !368 1366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 - 4 ------ � ( " -;-- -- - 370 -- - ��J N r- TALL.17.42 LF, OF 18 INSTALL 7.42 LF OF 18 RGJ RCP 0 1.57% J t•I - 368 368 r 366 366 - - LJM "} J J N ,Or1• W Z04 �3w3- - - vii a�,'j N zrn oz364 364 - a -m oNW- -- N,,; .L• d0 Z W z O O •t C 7 O (jw = ''w Lu -'> zoo JW ate= J>j> t� 362 -- to . z -'soo_o _j ti �z ZWLWJ A) ZZz� 362 Q�-SCjjj O J W ^�A moo- - Q z•^-_-� d S TZz ZwMW L•Y OM 0].`�N��_aJ -�:to - i WI zt0 �OMJW �c0 +� _;� +�� L}II +* 360 360 t-- _ m� ����co "' c0 mM ,> no � m w o +LLI+rA 1.0 � + -TQ •j U m D:; j>j � Z -a.< w - - - a1 0 <t�j ��'a��ca Lfj V) La 0 Enzwo W t LAL`�WW 358 358 - �- -OLJ a I cI N NWW f3`�yzo iL?f~n -- �--{ t -- 356 356 - - -- - - -- 354 354 352 352 -- --, , - ---- - - - 350 350 --- - -- } - INv .18i_ -p } 348 348 INV 18' -DRAT ----- - ----- - - - 346 346 { - - �- -- -- -- - -- ! 344344 -- -- ----- --- -- ! � W _ r o = ! cn I a N - `��. - 1342 342 - - - 00-- I �•9� � ! 340 �� i - - - --- - - 340 340 III ; SECTION rc338 338 -- - -- -- --- - ----�- SECTION D SCALE: 1" = 50' HORIZ.3 SCALE. 1" = 50' HORIZ. 1" = 5 VERT. 1" = 5' VERT. 3 370 w X368 366 Z 364 " Go 362 ! M1360 358 356 354 352 350 N--. 348 --�--- - ! 346 344 342 ! 340 1338 a) O rn M U Cc co Z I a W U coM 3 0 w CO v N cn W W Y Q m a C Z m� z J C3 a I� `~ < W r W - 1-- Q 0 �W co 0 iJ Z co oc t/) Z jr a. C) � 0 J t:3Ir wW Z 4 CM ~ W • No cn cn Z oa � g K N z >>-< w� Lr_� 0 N 0 a N U) s W to a oM � z J C3 a I� `~ < W W - 1-- Q �W co iJ Z co oc t/) jr a. C) � co J t:3Ir wW m 4 CM ~ W • d. cn cn Z � g K 7,717 �•-' t -n UL r rd 0 to 'o O10 Ir `\-\ \ \ccRE �o VEST. - rr J\J r. R.255 1 7 1 8 1 9 N (n 1 U 1\1 IT 1 UNIT oc 11 CENTERUNE SCO SEWER CLEANOUT ._ _ ._.—— —� � � A P.A.F.L. � --- SD ID CC HOT SZeC� PA N ' �31 � � �Q-! UNIT 12 SMH SEWER MANHOLE FA FLOWUNE ( 0 PROPERTY UNE TP TOP OF PAVEMENT N zZ ori 1 v D=DRAIN M � FLOWUNE 1 169.76' O J ~ W L -0-J, ao ' OR PEMBERLEY ® PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) STA. 20+00.00, C.L. TO STA. 25+16.78 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL .030' 13f"'1I DMERY STREET (PRIVATE STREET) SEE SHEET 5 �� 13 - CENTERUNE SCO SEWER CLEANOUT ._ _ ._.—— —� INV A P.A.F.L. � --- SD ID CC HOT SZeC� PA MH ' �31 � � �Q-! UNIT �— PIPE SIZE SMH SEWER MANHOLE FA FLOWUNE ( PA PROPERTY UNE TP TOP OF PAVEMENT N zZ t� W J1 PARKING AREA EP EDGE OF PAVEMENT D=DRAIN 4 FLOWUNE 1 169.76' 354 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION J ~ W L -0-J, ao c) PEMBERLEY ® CONSTRUCT SEWER MANHOLE a^ M m S ui i` w u) :S m ui ..31. a— co` � a+ap � < ' Li d M oz �o ti<c PASSAGE AVENUE S H N < i W W o< a O- QWW o�a�oa<t� aW PER C.O.B. STD. SW -6. Fl F- J J HOW 2 1- ____W(AW_ CA �, 0tiWW c-VwinZClWVIW.._�_ z r -a; a _. __- _ -- _ _-- _ _-____ ++ Ln (PRIVATE STREET)) / a TYPE "A" PER C.O.B. STD. SW -4. I m+ 1zr or M �� i SEE SHEET 3 04 I TYPE "A" PER C.O.B. STD. D-14. -' i 348 1oN INV. 18" DRAIN INV 18' DRAIN s j (AN io1 ' 346 W ^ 3'� P 344- ' _ :- . _ __ - - - - ! �� _ ►Q- N M I W 0:1 cn 3 � '--'z1i O W O_ N 342 �• Cn 340 -. Go M 40 o f Xeie _s 338 i "S_ -SE NI 2 725 - N18' 4'11 "W I SCALE: 1" = 50' HORIZ. 4 1 8"S 61.80' 2 �� 13 - CENTERUNE SCO SEWER CLEANOUT ._ _ ._.—— —� INV A P.A.F.L. � --- SD ID CC HOT SZeC� PA MH A 18 1• -� 14 CATCH BASIN R/W RIGHT OF WAY �— PIPE SIZE SMH SEWER MANHOLE FA FLOWUNE $"S-- UTIuTY 15 370 - - - ____._-_ _____ _- _ -__ _- ___. __._ _ _. __ __ _ _ _____ ___.__ _._._-__- _ -- ___ 370 s INSTALL 35.18 LF OF i i f 368 18 w RGJ RCPO 0.12x _ __ ____ T _ -_ _ __ ____ _____ ____ __ 368 INSTALL 2 `5.03 LF 18" RGJ-R00.12%f - INSTALL 156.65 LF � 18 1 � CP f fi Y t RGJ RCP O366 0.12% ` t SEE SHEET 3 FOR ' f 366 CONTINUATION M t \ I 1 00 <n � o _ _ _. _ . _- _ _ _ __ -- _ _ _-_ _ O -_ cam_ -A------! _- 364 I W 1364 z W 2 t c) to r O z 3 f o o o z'�n 3 s ; z o N W N c O °° °° °° J ao co ao O O i i Ip : 362 _ ___ -_ _ -- _ _ _ _ _- � _ � ____ _ _ ___ � J t e iaJ O = J -r-- -= J .s.- 1 � -r—. ... W ..Y i 362 O J ao'ad -z-+ + z z z z i- € a j> j �, zN -- �_ZZZ- �1 c)>j tAxl a U � i 360 , ___ Q _-W 360 + ; <� M O W r t D i f 3 } 358 358 W ^>» N W W W NWI:WaJW f f f o< W W W s , _ .. - J J_J : : 356 cn cn W W W 356 Q APPROXIMATE FINISHED fi �' \• 1 � �• t r � ` Q r I o k GROUND O CENTERUNE i_ _ '(0 o �- _._._. - - _ _ _,___. _._.___ ___ ___-- _._ _ __.__.__ J____A ,--- _ __ _ ,G - 354 _ � 354 < 352 352 t ' i - i i i � t 350 - - - Y 350 ----------,---------------- r -3 t 348 - __ _ - _ _r_ _ _ _ _- _� __ ___ _ ____ _______ __ LL______-- -- -- _____ _ ___-_- f _---____-__.____ 348 INV, 18 DRAIN [NiINi 18" DRAIN ...................c SEE SHEET 3 FOR LINV. 18"—•,..^.�-•- --y••y-w--- - --- - ----- ------ -- -- - _ - - - - -- - 346 ; - CONnNUAnav ; �aN , �_._._ . �------ , �_ . _� _ - _____,_-__ ___ - -- ��. ___-�-__. ________�-__ 346 s w �i f N f 1 V, 8 WER s t 344 -` - - z 344 INV. 8" SEWER; i SEE SHEET 3 FOR i f � , 342 ! CONTINUATION t .� � ____ _ _ -i- � �___.�___ 342 W } f i e 3 l , _ 340 - 340 i YT 338 ' -- -- - oo W - 338 CS� Z .=W uj (n 3W j C 3N I e Oa t t e 1 f l 336 ______-__ _ _- __ ._. __ __ _ _ __-- __-- -304 - --- 336 IcW9 z >Z> f_ z < < _ z-- W 2 Z W Z Z Z i 33 --- W _ - -- - - _ - - - -_ - -- - - - - --- -' -- 4 __-- - - -_ __ �„ 334 av Q O - } Z .a — ° Z z 332 ` - __ _ _ _ _ ___ __ __ ._ _ _---__ _ ____ ___ _ _ _-_-.__- _ _ _ -- - w - � 332 <I ig >W> fu_ W J J J i 3< W W ; 3 W W } - } N WW'W - N WW N WW 330 _-_ -- - - 330 I --- - - -- --r - -- - --- -- ? INSTALL 132.35 LF OF 8" SEWER O 0.49% INSTALL 289.84 LF OF, 8" SEWER O 0.69% z INSTALL 1:-29.16 LF � OF 8" SEWER O 0 35% i 328 = - - -SEE SHEET-3-f0R-._ __ .__ . _ __ --_-_ _ _ . _.. __ __ _._ .� ___ _ _ _ ___ __ -_ - -_ ___--- -__._ ___._- -- -._ __ ___ 328 _ _ �_ CONTINUATION F f f i 326 _-_______.._ .__-________._____. _- ______-___-�________ _._.__ _ n__ __ ___,___________--_ ___________�__ ______ _._• , , f ' 326 19+00 20+00 21+00 22+00 23+00 24+00 25+00 LEGEND: CL CENTERUNE SCO SEWER CLEANOUT O1 CURVE NUMBER INV INVERT SDMH STORM DRAIN MANHOLE L1 UNE NUMBER SD STORM DRAIN EXIST EXISTING DELTA MH MANHOLE ELEV ELEVATION Q CONSTRUCTION NOTE CB CATCH BASIN R/W RIGHT OF WAY �— PIPE SIZE SMH SEWER MANHOLE FA FLOWUNE $"S-- UTIuTY PA PROPERTY UNE TP TOP OF PAVEMENT S=SEWER P.A.F.L PARKING AREA EP EDGE OF PAVEMENT D=DRAIN 4 FLOWUNE 1 169.76' 354 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 30'23'44" • 8—CONSTRUCT SEWER PER CITY STANDARDS - MZ-zZMW� °•IM�� zz�Wj „_ _ ® CONSTRUCT SEWER MANHOLE a^ M m S ui i` w u) :S m ui ..31. a— co` � a+ap TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. t+ J wMap MSOd s ' =in+ lWn w in+d =�+ UW1s +* M- - . N J- N - J N M-----' U M U -N Cn m N M I M N F N < N C CONSTRUCT SEWER CLEANOUT S H N < i W W o< a O- QWW o�a�oa<t� aW PER C.O.B. STD. SW -6. Fl F- J J HOW 2 1- ____W(AW_ CA �, 0tiWW c-VwinZClWVIW.._�_ ---0 CONSTRUCT STORM DRAIN PER CITY STANDARDS a _. __- _ -- _ _-- _ _-____ C CONSTRUCT STORM DRAIN i 352 TYPE "A" PER C.O.B. STD. SW -4. or CONSTRUCT CATCH BASIN i ; 350 TYPE "A" PER C.O.B. STD. D-14. E -- _ _ _ _ _ _ _ , _ __,�___� CONSTRUCTION NOTES: CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING SEWER & STORM DRAIN LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. O PROPOSED BLOCK WALL -SEE SEPARATE PLANS FOR DETAILS. 4 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN FOR DETAILS. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. a t+ cncn AUDLEY END PLACE (PRIVATE STREET) STA. 13+60.70, C.L. TO STA. 15+30.46, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 366 E --------------- 366 f , 364 _____.__--._.-__-__ '--_-_- _ ___ } _ __-- ' _____ _ -__ _ 364 i 362 ,______-__---------_-------____.___; __._ _------__ _._._._-_ 362 , 360 - 360 f 1 t 1 � f 358 358 ------ APPROXIMATE FINISHED GROUND O CENTERLINE 3 __._ _ _-_._.. .__ _�._ ____-._._. �,.... __ ,.___. __ __ f_... __._,_, - . 356 356 354: ; I 354 s I' f i t 352 352 CONSTRUCTED ' ' PROPOSED - - i ■ Z Z 24 DRAIN WITH ;7255 UNIT 2 � fi , 350 ! r 350 I 348 __ -- ___ -,._ 347- ____ _ _ _ _ 348 8 R ! SEINE INV 8" SEWER I O S=-0.35% 346 - 0 35x346 i 346 ! 1!7 ! ! I 344 - z .+a - 344 + W f I N - <-- I 342 : Z�� < 342 W 340 i __ �- _ _- ___ �_ _ ____ _ _ 340 }� m ' W { I 338 ___-__--_,______ __ --- 338 336 - �- 336 i 1 d 334 334 3 W z 332 f Z 332 j ! z z G� 1 O • » 3_V _ _ _ _ € O W 2 Z _.,_ .__ 330 a W �. _ _ _a. _ -_ - - 330 Zp }� O Z� < aF M < E , 328 s �-m 328 NO NW v3 W W W { ` W J J � _ _ _ _ _.. _ _ �, 4 ► __ _ _ �_ - _- 326 326 _�____ i INSTALL 61.08 LF OF' 8" PVC t O i0.35% 324 : __.__-_ _ _- _. ............. _ _ _- _, __- _ _.__ 324 14+00 15+00 16+00 PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) SEE LEFT AND SHEET 3 T O U N w- Vr S r. TENT. TR. 7255 UNIT J N CURVE TABLE 368 i368 CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 108.30' 54.36' 12"24'36" 2 500.00' 68.65' 34.38' 07'52'01" 3 37.00' 58.12' 37.00' 90'00'00" 4 320.00' 1 169.76' 1 86.93' 1 30'23'44" PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) SEE LEFT AND SHEET 3 T O U N w- Vr S r. TENT. TR. 7255 UNIT J N 1 11 2 368 i368 1 i W C N NLi INSTALL 17.42 LF OF 1$" INSTALL 13.42117 OF 18 JOZ OJSJ J �IWCLIO °IIF" VI o v +0 •o�i10 riri ke) .. e- z 1 r m �t7 IJV.W �1 /-- / N N , J S .A.F.L �2� v v y clog ''da z 4 If 4� / UNIT J VEST. TENT. TR, 7255 DOWNTON COURT (PRIVATE STREET) STA. 10+00.00, C.L. TO STA. 11+26.69 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 f t 358 - f ' APPROXIh GROUND s 356 ` 354 INSTALL 68.1 6" PVC t 352 __. t ! 350 348 _ 346 f { 344 342 E --► 340 Z E 338;._ z lo< 336 - a � W T- <00 -<60 •t t - N- N- 334 7 -_ ei, L ziz F.______ 332 . Mc? N 0 < t - + ci M M M 330 x X >W> } W < W W v 328 =- 1 INSTALL 13E i i 326 ` 9+50 10+00 11+00 360 i 358 •� 356 t-- 354 E t ! � 352 3 v i a -- .- 350 348 i U f i s C 346 344 t f 342 .� - - ----� 340 — — EXIST. INV. ,F 2 ----SEWER; 338 0-0.15% i CL ' - 336 W S Zn Z •`t t .., 334 z�zJ'jj>2 a -Is 2 ._ E 332 oaa v c� �? .330 J ' J L� W j% ; 328 i N x- 326 W12+00 370 N 370 368 i368 INSTALL 17.42 LF OF 1$" INSTALL 13.42117 OF 18 RGJ-RCP O 0.94_ RGJ-RCP O 0.12% 366 ___ _ - _ -- 364 W _ - Z != -r M F= _ 364 CU er _j H J 1 'q: (n OaNDN <I 00 N Ot�00'"n dN' ' 3Z z z 362 •M �� �- ; -z �'�m �� _ �t al - 362 i .i JO ,M7W Jam t7j zZCUWW Q :e ZZC..)WW c.7y ? 360 - MZ-zZMW� °•IM�� zz�Wj „_ _ ;360 a^ M m S ui i` w u) :S m ui ..31. a— co` � a+ap L_ 358 t+ J wMap MSOd s ' =in+ lWn w in+d =�+ UW1s +* M- - . N J- N - J N M-----' U M U -N Cn m N M I M N F N < N I 358 S H N < i W W o< a O- QWW o�a�oa<t� aW 356 + _ _ Fl F- J J HOW 2 1- ____W(AW_ CA �, 0tiWW c-VwinZClWVIW.._�_ J 356 r 354 _ _ a _. __- _ -- _ _-- _ _-____ s f 354 352 i 352 350 i ; 350 348 E -- _ _ _ _ _ _ _ , _ __,�___� i 348 INV. 18" DRAIN INV 18' DRAIN s j 346 s __ - .- _ , _ _ _, ____ _-____-. V 16 346 3'� 344- ' _ :- . _ __ - - - - ! �� _ a _ 344 W 0:1 cn 3 342 O W O_ N 342 art 0-00 j 340 -- --- , 40 338 ' - f i --- _ - _ _ _ _ _ _ _- -- _ _� ____ _s 338 SECTION A SCALE: 1" = 50' HORIZ. 4 1" = 5' VERT. of -of -I& DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N LLj f� 00 0 ♦' / INTERS STA. 9+4 STA. 10+ tL1 b- HIGHCLERE WAY (PRIVATE STREET) UNIT 1 SEE SHEET 6 38 N � 1 g• 1 � I � � �\ a j ; i i II �_ N mcn 3� r 30• s O �fn 27 I Ztw i I 1 co - ', O -ccQ r Q M_j_—� ��� U'a J 4 i z 0 .ywJw O J3 00 2 tt) WJ I 39 z c w / W C CA (n p N t,. , .7 N a4 1 Q_,6 m a6 -4p t�iN o c' I a- 00 O rn$ f N ( ap oa �,'n O JVf 26 I < CACA W 00 / <w M ++ CA +I oc 0-I �r ZI<F<-• U�t<Ow ' 1 001 W 0115 cncn Co* N za Z CA S65'32'23"W RAD. - - /�-- ' ' I / RANTHAM AVE.= �• P.A.F.L. HIGHCLERE WAY / GRANTHAM AVENUE PRIVATE STREET STA. 8+50.00 C.L. TO STA. 12+ 1.99 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 47.37 LF OF /_18" RGJ-RCP O 0.65X 364 - - _.�__�__ __ _ _ .�:__ _ ___ ___ __ �__- r 364 0= _ i cd 3- Z Z ZZ p(A 1 pd-IL')H i I f ►•i 362 Go V r -:Ln � =- -- z � 362 Z�UWWzz UZ ;ZQCU>wZ ; .J .__ 360 r - - W W - W - - - _- - ---- - -_ 360 a moo w Ln� N �- m o �,n tc m a tc c, � 3e ad 4,n as "Wooco 9L <D 00 358 O CluVV!! 358 t��J,!, �ChQ�jNMMi- �.-'EWWT V�.�i:-rWr�- U�HOWJJ ZHJ V HO�J 356 e-0 FE in z 4 W w WNW w Za W 356 `�`t� APPROXIMATE FINISHED �' 3 354 _ _- ___ _ .___: SOUND 0 CENTERLINE - i �� 354 { _ _ _ 352 Alto `---- --- - , -� 352 350 350 uj 34818 348 $ INV. $" SEWER Icur y 346 JI _ __. }_____._ __._-__ } ____._______ ____$______ ___-- lo_ _ _ - 346 = INK 8 SEWER 344 - -- 344 , 342 ---- - -- - - -- -- - - - - - 342 340 _ ____ 340 �.-'oD°aq ry ZZ tmm W;— 3 CA Z. o I _o is _i 338 - __- . z Z Z J _ _. _ __________ _ -_____ _ . ____-._ __ _-- -.__ _ ___ -_ -- - - , 338 _ J�. W UZz f $ i La .z j 336 _----- ____ _-__ t __- __-�_ Q ---- 336 + a tc z laJ<�� + _ �+ C.7 i i w °' ' 334 334 - - ;-W �,- ;�___ _ _._ _ __ ___ __ _- _ - -- cn W Qww <� W N w W i N S 332 332 f z 330 330 INSTALL 212.11 LF OF 6' PVC O 1.00% I INSTALL 31.24 LF OF ' I 328 ` _ ._ 328 8" SEWER 0 0.35% j t i 326 326 9+25 10+00 11+00 12+00 12+50 19 1 W IT C) c Q CURVE TABLE - - 356 CURVE RADIUS LENGTH TANGENT ----- ----------- ---------------- 58.12' 37.00' 90 00'00' 2 500.00' 47.37' 23.70' 1 3 37.00' N65'32'23"E 11+00 _ _ _ 12a - WI 350 ELEVATION OF EXISTING SEWER do STORM DRAIN <1 a _ _- • 65'32'23"E . $.6".S _ _P.A`F.L. 6212.71' - 5' Q MM O 1 ++ OF ANY DISCREPANCIES. 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O 346 344 - - - 344 � <d •' __ ___ - I cw/1 t i vr-i d 1 � y N O� IO:�`! N0Z ,� _ O — UNIT 1 II __.-._- - _ _ II TOP OF MANHOLE/TOP CLEANOUT ELEVATION II N 1 N 1 w N , �,iy ocoo " W � to i } 'Iva'-i3 III 332 cn ^zGo ar z � ---- - _ _-- ____ ."` wM o 326 3 NZ w OUaw n �) Ld w_j 10+00 <Z OO �z N 't6 p t606La � p O M O OF (,f,1JFOP M o <�= 'oc+S 1 p LQ OpM �LLI CONSTRUCT STORM DRAIN PER CITY STANDARDS ofZ Lo Om 00 S + { � rnrn „ + + < cn HMirnmQW Q+i 0+1 O+i I V Z < Q p t�N c~/1 '- I 23 co + 22 <a 0 0:0- ��' �� Q 25 , Q 241 TYPE "A" PER C.O.B. STD. D-14. tWn c�i>c~is OLIJ �$ cntn za cncn , N I cn I �< r U 1\11 IT 1 GRANTHAM AVENUE PRIVATE STREET STA. 8+50.00 C.L. TO STA. 12+ 1.99 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 47.37 LF OF /_18" RGJ-RCP O 0.65X 364 - - _.�__�__ __ _ _ .�:__ _ ___ ___ __ �__- r 364 0= _ i cd 3- Z Z ZZ p(A 1 pd-IL')H i I f ►•i 362 Go V r -:Ln � =- -- z � 362 Z�UWWzz UZ ;ZQCU>wZ ; .J .__ 360 r - - W W - W - - - _- - ---- - -_ 360 a moo w Ln� N �- m o �,n tc m a tc c, � 3e ad 4,n as "Wooco 9L <D 00 358 O CluVV!! 358 t��J,!, �ChQ�jNMMi- �.-'EWWT V�.�i:-rWr�- U�HOWJJ ZHJ V HO�J 356 e-0 FE in z 4 W w WNW w Za W 356 `�`t� APPROXIMATE FINISHED �' 3 354 _ _- ___ _ .___: SOUND 0 CENTERLINE - i �� 354 { _ _ _ 352 Alto `---- --- - , -� 352 350 350 uj 34818 348 $ INV. $" SEWER Icur y 346 JI _ __. }_____._ __._-__ } ____._______ ____$______ ___-- lo_ _ _ - 346 = INK 8 SEWER 344 - -- 344 , 342 ---- - -- - - -- -- - - - - - 342 340 _ ____ 340 �.-'oD°aq ry ZZ tmm W;— 3 CA Z. o I _o is _i 338 - __- . z Z Z J _ _. _ __________ _ -_____ _ . ____-._ __ _-- -.__ _ ___ -_ -- - - , 338 _ J�. W UZz f $ i La .z j 336 _----- ____ _-__ t __- __-�_ Q ---- 336 + a tc z laJ<�� + _ �+ C.7 i i w °' ' 334 334 - - ;-W �,- ;�___ _ _._ _ __ ___ __ _- _ - -- cn W Qww <� W N w W i N S 332 332 f z 330 330 INSTALL 212.11 LF OF 6' PVC O 1.00% I INSTALL 31.24 LF OF ' I 328 ` _ ._ 328 8" SEWER 0 0.35% j t i 326 326 9+25 10+00 11+00 12+00 12+50 19 1 W IT C) c Q 23 22 i U 1\11 r I 37' 36 a I � CURVE TABLE - - 356 CURVE RADIUS LENGTH TANGENT DELTA 1 37.00' 58.12' 37.00' 90 00'00' 2 500.00' 47.37' 23.70' 05'25'42" 3 37.00' 58.12' 37.00' 9000'00' 23 22 i U 1\11 r I 37' 36 a I � W10 0_ 9 S � T a \ SF S I M M1514� 13 1 16 : O? I M0 \ 1 + , + �y I � 1 M I r 1 1 DOCKERY STREET -� 358--- ---- - - 356 356 IY CL atLLJ Ot CURVE NUMBER N 354 W�Z INVERT SDMH STORM DRAIN MANHOLE 352 _ - - - 352 Z VNM WI 350 ELEVATION OF EXISTING SEWER do STORM DRAIN <1 a 17=wr; 0 348 --Q -- -- - Q MM O 1 ++ OF ANY DISCREPANCIES. 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O 346 344 - - - 344 � <d •' __ ___ - I cw/1 t i vr-i d 1 � y 340 338 - __._ __ _ __ N0Z ,� _ c " co _ _ _-- UNIT 1 W10 0_ 9 S � T a \ SF S I M M1514� 13 1 16 : O? I M0 \ 1 + , + �y I � 1 M I r 1 1 DOCKERY STREET -� 358--- ---- - - 356 356 IY CL CENTERUNE SCO SEWER CLEANOUT Ot CURVE NUMBER 354 354 W�Z INVERT SDMH STORM DRAIN MANHOLE 352 _ - - - 352 350 WI 350 ELEVATION OF EXISTING SEWER do STORM DRAIN <1 a MH 348 --Q -- -- - a w CATCH BASIN R/W RIGHT OF WAY 346 OF ANY DISCREPANCIES. 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O 346 344 - - - 344 342 - -- --------- _ -- __ ___ - 340 S=SEWER D=DRAIN 3O PROPOSED BLOCK WALL -SEE SEPARATE PLANS y 340 338 - __._ __ _ __ N0Z ,� _ c " co _ _ _-- Z� (o i 336 __ .__ __.-._- - _ _ jV Z o C4__.-- TOP OF MANHOLE/TOP CLEANOUT ELEVATION z0r WaO� 334 N or Q CONSTRUCT SEWER PER CITY STANDARDS 332 332 - --- - 330 330 __ __ _. _.._-- ---- - _ _-- ____ ."` 328__- TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 326 326 15+00 9+50 10+00 2 ALL PIPE S SHOWN ARE IN VER (PRIVATE STREET) STA. 10+00.00, C.L. TO STA. 14+58.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 13+00 358 -- -- ---- - - 356 �ti A IY CL CENTERUNE SCO SEWER CLEANOUT Ot CURVE NUMBER 354 W�Z INVERT SDMH STORM DRAIN MANHOLE --- - - a — - - - 352 ' w U Q V) 350 ELEVATION OF EXISTING SEWER do STORM DRAIN <1 a MH MANHOLE ELEV ELEVATION 1O CONSTRUCTION NOTE 348 a w CATCH BASIN R/W RIGHT OF WAY PIPE SIZE "S-- OF ANY DISCREPANCIES. 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O 346 - - - - - - 344 - ---- - ' 342 �v S=SEWER D=DRAIN 3O PROPOSED BLOCK WALL -SEE SEPARATE PLANS y 340 o 3c FOR DETAILS.ENTR c " co _ _ _-- _ _ ; 338 Z .J •� Z ,' - 0 a _ .�' 336 TOP OF MANHOLE/TOP CLEANOUT ELEVATION PLANYFOR DETAI S. z 00 -- .�- 334 or Q CONSTRUCT SEWER PER CITY STANDARDS 332 - - - - --- - 330 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 328 TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 326 14+00 15+00 LEGEND: CONSTRUCTION NOTES: IY CL CENTERUNE SCO SEWER CLEANOUT Ot CURVE NUMBER INV INVERT SDMH STORM DRAIN MANHOLE U UNE NUMBER 10 CONTRACTOR TO VERIFY LOCATION AND INVERT SD STORM DRAIN EXIST EXISTING ELEVATION OF EXISTING SEWER do STORM DRAIN MH MANHOLE ELEV ELEVATION 1O CONSTRUCTION NOTE ONES BEFORE CONSTRUCTION AND NOTIFY ENGINEER CB CATCH BASIN R/W RIGHT OF WAY PIPE SIZE "S-- OF ANY DISCREPANCIES. 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O SMH SEWER MANHOLE F/L FLOWLINE UTILITY PLAN FOR DETAILS. PA P.A.F.L. PROPERTY UNE TP TOP OF PAVEMENT PARKING AREA EP EDGE OF PAVEMENT S=SEWER D=DRAIN 3O PROPOSED BLOCK WALL -SEE SEPARATE PLANS y FLOWLINE FOR DETAILS.ENTR SEE SEPARATE LANDSCAPING O ,' - 0 a _ .�' 354 TOP OF MANHOLE/TOP CLEANOUT ELEVATION PLANYFOR DETAI S. 1. •8 CONSTRUCT SEWER PER CITY STANDARDS Ito C 32 6 r. ® CONSTRUCT SEWER MANHOLE NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2 ALL PIPE S SHOWN ARE IN VER 4�'` ® CONSTRUCT SEWER CLEANOUT ELEVATIONS UNLESS OTHERWISE NOTED. OF (,f,1JFOP PER C.O.B. STD. SW -6.6. - - -0 CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN TYPE "A" PER C.O.S. STD. SW -4. or CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. � ' � A ViNu IY . f_: J- 0 ri 10 - co z r,,':>> Z W ZLou UWW 20 jJ mom° OL.: fa J U1•�� Of < •f'<NW F- vi wZo cc 8" SEWER S56'22'37"E 31.24' SEE SHEET 5 / IMP: W HH W OOf 2 NN N fn V1 Odd W �H N In ' V1(n ;nc :C R _ iz - N ki _ _ _ P.A.F.L / - _ _ NN 24_�IIt _ _ _ 18 D ''' 545.85 -11+ 2+� - �— 0"13+00-- - - X14+00 -—D - - g - - -+-N 7"W- +— - - - - +-- - - - - -I- - - - - 4 1 _N2.4_'27:+373 ....... ... ._— g _._._._. _. _._._._._.T -.-.-_N24'27.37 W . eo .._ _.-._-------------- �_J_400' M I e- 1 I fz/ i 1 4 i90 11 I __ S24'27'37"E RAD. / P.A.F.L !�� i (t INTERSECTION/E.C. / _ N o, t STA. 9+41.88, C.L., _ le M , _, - - - � -- --� -- - ik - - w - -- w - N ear /+n 1!HIGHCLERE WAY i �, ,� o T1F__T_pA7 w w3 I 11 � w-' w n ' �! i STA. 10+00.00, C.L., ( j ap ,* �`' w w , w w w w GRANTHAM AVE.= 25 3 r 1 cn 1 U) ' cn I � V) I cn I N � _ i 1/ - -- I 1 z w I ~ I � � in o � I � 1 ►_ c ! (L CATCH BASIN NO. 7 i M , I � o = � o o I � I ^ LiCc o a 0 a' too:WITH 3.5' WIDE OPENING ! N I ! ' "n n W o(vi I z � w co I q I ooi � A � o / SEE SHEET 5 \ M I Itt WLr) co N cwn N I N I N , N f w d V! N I N i N W U N / /0 - � z 5'I ao N M I m 1. I - C*iO4 - I i Mo 3, M� / ' / I N I I G W 4 00 It O ( 2 01,w (D O O Z ICf �t / / � / V IW + ( 0 27 28 + I N 29 N� N 3D M 31 32 .* . � ► i , 24 ,• ,$• 0 1 ( , 1 o_ I I W 1 i i •moi / / -------- ---I I d i vtQi 1 is 1 � W �� � I ►a- I tw, Q 1 I 2 6 N I N I N t!� to to to to y tr i I / GRANTHAM AVENUE 1 II (' I PEMBERLEY (PRIVATE STREET) t.J��ll r SEE SHEET 5 PASSAGE AVENUE (PRIVATE STREET) HIGHCLERE WAVSEESHEET 4 (PRIVATE STREET) STA. 10+00.00 C.L. TO STA. 15+11.32 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ..i � - --, o< Q m �< Q 6 1z, 0 N I N N W< LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER r JT UR SCHOOL c �'11 i 7 I cZ It1� PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE z 151\11 r �� �1Tr PLAN FOR DETAILS. D=DRAIN O PROPOSED BLOCK WALL -SEE SEPARATE PLANS " FOR DETAILS. I _ r UNIT "o OI-- � �� UG z_ VN �_ : 1) ALL CATCH BASINS ARE TO BE TYPE "A" :3 zui4 JIx 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT 4� C4 cqU "ci I CC B X 0 0 co o� _ "'"' Ac C�d to to W 060 PASSAGE AVENUE (V .- Z M M Z O' o � a r' � (PRIVATE STREET) rn+ m rnGo + U a oq =� WOO a� � SEE SHEET 3 w in ++ I !" I i IMP: W HH W OOf 2 NN N fn V1 Odd W �H N In ' V1(n ;nc :C R _ iz - N ki _ _ _ P.A.F.L / - _ _ NN 24_�IIt _ _ _ 18 D ''' 545.85 -11+ 2+� - �— 0"13+00-- - - X14+00 -—D - - g - - -+-N 7"W- +— - - - - +-- - - - - -I- - - - - 4 1 _N2.4_'27:+373 ....... ... ._— g _._._._. _. _._._._._.T -.-.-_N24'27.37 W . eo .._ _.-._-------------- �_J_400' M I e- 1 I fz/ i 1 4 i90 11 I __ S24'27'37"E RAD. / P.A.F.L !�� i (t INTERSECTION/E.C. / _ N o, t STA. 9+41.88, C.L., _ le M , _, - - - � -- --� -- - ik - - w - -- w - N ear /+n 1!HIGHCLERE WAY i �, ,� o T1F__T_pA7 w w3 I 11 � w-' w n ' �! i STA. 10+00.00, C.L., ( j ap ,* �`' w w , w w w w GRANTHAM AVE.= 25 3 r 1 cn 1 U) ' cn I � V) I cn I N � _ i 1/ - -- I 1 z w I ~ I � � in o � I � 1 ►_ c ! (L CATCH BASIN NO. 7 i M , I � o = � o o I � I ^ LiCc o a 0 a' too:WITH 3.5' WIDE OPENING ! N I ! ' "n n W o(vi I z � w co I q I ooi � A � o / SEE SHEET 5 \ M I Itt WLr) co N cwn N I N I N , N f w d V! N I N i N W U N / /0 - � z 5'I ao N M I m 1. I - C*iO4 - I i Mo 3, M� / ' / I N I I G W 4 00 It O ( 2 01,w (D O O Z ICf �t / / � / V IW + ( 0 27 28 + I N 29 N� N 3D M 31 32 .* . � ► i , 24 ,• ,$• 0 1 ( , 1 o_ I I W 1 i i •moi / / -------- ---I I d i vtQi 1 is 1 � W �� � I ►a- I tw, Q 1 I 2 6 N I N I N t!� to to to to y tr i I / GRANTHAM AVENUE 1 II (' I PEMBERLEY (PRIVATE STREET) t.J��ll r SEE SHEET 5 PASSAGE AVENUE (PRIVATE STREET) HIGHCLERE WAVSEESHEET 4 (PRIVATE STREET) STA. 10+00.00 C.L. TO STA. 15+11.32 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ..i � - --, re ` Q 6 1z, 0 N - 1 Q � &�` Q CONSTRUCTION NOTE `,` LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER �. i 7 OF ANY DISCREPANCIES. UNE TABLE UNE NO. BEARING I LENGTH Lt N45'03109"W 1 395.46' L2 N4503'09'W 1 36.87' CURVE TABLE CURVE I RADIUS I LENGTH I TANGENT T DELTA CQ I 37.00' 1 58.12' 1 37.00' I 90'00'00" 368 r - - --- '--- -.-_. , -- -__- - -- _ -__ 7 _-_ __-_ -- -- _-._ _____,--__-________ ____-____ _ ___________ ______ _,____ ---------­--- ;__-_ __-__-- _____-----T--------,_ __ ______ _ ____ ______ ____.__ 368 __ _ _- t- _ _ ___-_ _ _-__-_ ___. __ - _ "'- INSTALL 545.85 L0 OF 18' 11GJ-RCP= 0 -0.13% I i 366 ' _ __ _ _ . _. _ -, _ - _ _- _ _ _-_ �_ __ __-_ _ _._ ___ __ ___ _ _-_ _ _ ___ 366 - - - - -- - -__� . . - _ _ I ,I- i ! ; ; 364 -- - -_-- ____ _.___ ___ -._ __ _ __ __- _____ : 364 WTD• 47--_-- F — ' •- t Z �� >e�w� �jw� ? ! ' V ' J 362 ' Z "'� I - -- - _ _ _ .n__. _ _ __ _ .._-- _ __ _ , __ _ __ __-_ _. _ -. _-- - _ ___ _ _ ' ,Z W � O w . �. _ _ _ _,__ _ ___, _ _ _ -. i bf 3 r _ ' i i i . _ _ _ __ _____ _ _____ . _ ,__ _ ___ _ _ 1 z��>w» cwiz - _f_- "aoaoao - - 362 t , F <O� WC90 p0 I - t : 1 + r .=-.: >; 360 -_-_ ___, __ _ ____ __ _� ___-- ___ __ __ {- - m +� J tfiJ - _.. _ -- --'-_ _ -_ _ __ . _ -- -, ---- - :..._ -- --.._T - ------ - __i..__.� - -v--- --"_, ____-r- -----______ i _ .__ -..� _ -.__ z _ Z Z _ _—__ I _ _ s W W qJ 00 �., --'"- - t-� -i. - -- - - I -!- �.� - -, 360 x in +J�,� +e ' i z ; M'f 01 < W M CA ; j s ' , < - 00 S9 OD r 358 . - - - __ _- - - -- - - -- - ----_ __--- ------ - - ---- -- _ -- - _ __ » >__ _ __- r __, (� yy�,� I V lQ-- O W til J Z 1�- J .__y _. - - = __ _ _ . _ _ _ ..___ __ __ -__ _._ +- _^ _ ___ - - _ __. -,----,I - - M _358 ��tnzaWW tnw 356 - - - -APPROXIMATE RNISH --! s - - i_____ _ __ _ __ �____ J ___ _ _ t ED : c/r W W w - ,� 356 M- {MOUND 0 CENTERLINE 5 t f i .i 0 4• S t• 35 ..i 8 - s f — — —------+-- -- --+-- -- ` ,0 M' 354 _ -_ __-_ __...._ _---___ -_ __ -_- ___�________'___'.___ _ _ .__ __ _ _ - _ - - -.' _ 3�3 - 354 # —1i __ 352 - 1 - --+ -- -___ _._--_-- - _ _ ___-_ _- - -- _ __ - ---- -_--�_ __ ____ _ __.. _ _ _ _.__ ., _ I 1 1 I __ -i ; - _.�_ t �__.__ ____ _ 1 __ _____�_ _- ___ t _ __ _ __ _ _ 352 II + ; i i1I,--- ____ - I -,-----+.-] 1 350 . - _ _ _ _ -_-- __- ___ ____ ,___ -- -- _ ____ ' 1 . f -r==------=--�-- �_,-_ I __ ___._ ___. _____ ._ 350 -=--- _ -- t .-___ I -- -- 348 1 ----__ _ _ __ _ -._ _._____ - ____ ___ __ ' __ -- - - --- - - - - - _. _ t % f ��.�. ,--. ___ _____w- - ____ - - -_ - 348 1 I f fes-- `�, t s IN Y. 18 ---�-,__ . :DRAIN w i 346 ' .-_ _ - _ _ _ �'% _ _ -. I - •-,-+----- % _ _ _ _- _____. _ --_ - _- --. I I INV t8 _.. . __ ORAIN k =-- .-.• 346 ; j I i I , Z i i ! j �`� ��ir.�+ ti _. I _ , i ... _. _ . - i `. __ _.1 ,._.__.. .._ -� _ .___ _ .____._ i 344 I _ _ _______- ___ _.� _ _ ___ ____ __-______ -- _-_ ____-__-___-___ ;___._ _ ___ _-____ I INS �" sEWE>� -_- _ Irv. -B- S 344 ` !. W; { Q i 342 ' ___._ ___-___ _._____ __.. _ ____ __ _ _____ _.._ �_ __ - - _. Zi - - -_—_ _ _tv __ f ___ _ ____� ___ _-__ _� _ j. _�_ __ V _ _- __ __-- -- 342 ai i of >; ! ,.... _ ,___.. t i i , : I s 3 ___ ___.___ __ ___ _�_ ____ ___ . _. 40 _ __ _ _.___ _ _ -- . _ - _.__ _. _ _ .__�___.____:. _..___.__a_.__. -f.. _� �fi a_ j _ _ __ _ _ _ .. _ __ . __. 340 i ; i V I ; 338 :-_ . _. __�_ __+_-_ ___.._ _._ _-_ __--_ _ ._.._ _ _--____ ' ----_. __ __. _ - _-- _- -- _ __-_ _._ ___-- -_ _ __y.__ __ _, �ffl I% I t i , I _ W i 338 t -* � i i Mm i : i t-_ -_.. __ _ __. r 1 s ZI 336 _ _ ___ . _ _ ___ _ - __ ___-- _ ___ _ __ ___ ___ _ -__-____%.__._1 - - -- ---- - _ - % ___ _ __ ___ __ _ Q __. _ W ___.___._ 336 13w ^ '{O CO f t �' 1� I W i '=W :2 I'w �ZN i I � Z J Z f y i i ' ' U 01 t e e Q e' e s _. _ r _ -- �i> 334 ` _- - -- - --- -- - - ---- -- - — - - - - -- --- 334 -� i o coao - _ —W z z i- - ----� -p - --- _ z z J» j — o y! i '_ ut- al Z z z i cS Z z ; i = (n o _ Of W , Z V1 J :_ _ y�JJ y�J! ,_-_ _..- ..... i i 332 , _ _ _ _ - __-_ _ _.__.__._ __ ____ _._.__ __ _ _ 33 2 j z Z MWL, Ih r . W `.� + - I i I���a,t �.`+� f I f t iI' .� +MZ,'�l Mei ` N _�l 330 W ; w -- - �. ' __ -- _-- _- ___�__-_.__._"._ _ __- ` -_ _. _.__-_ -_--_ __ W �i.J �a1 •» W W W i- F , -t -� - - Wy} : � 3 >; . __ -- __ _ ___. , wµ3'3 WWW WW3 <WW i t in i i ; WWim. WW W 330 NN 'Ncnww } i ` N WWW i _ _ 328 : -_ - __-__-.-_ -_ __. _ _ _.___. __ k INSTAU_ 26 .4 _ ._._____;_.__�____�_M_ __--- _ --r_.---___.___.___ __ _ ___ _ _ '__ __ -�__ __r__ " 328 5 0 LF OF 8" PVC 0 -0.35% INSTALL 265.40 Lf OF 8 PVC A--0.35 - t -� 8 ' SEWER , 326 ' SEE SHEET 5 __ _.___�_.____� _ _____.__ ________ - __ _�_____--_-L _ . __ - -_ __ ---___ _- - __-__ - ___________ ___-_-l._-__ __ - _ ____.__-_-_. _ _ _- _ - __ _._,__. ___ 326 f __ -_.___ ____ 1._ - I I : , 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 LEGEND: CL CENTERLINE SCO SEWER CLEANOUT INV INVERT SDMH STORM DRAIN MANHOLE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION CB CATCH BASIN R/W RIGHT OF WAY SMH SEWER MANHOLE FA FLOWUNE PA PROPERTY UNE TP TOP OF PAVEMENT P.A.F.L. PARKING AREA EP EDGE OF PAVEMENT FLOWUNE 354 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • B --CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. SM. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. ---D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN TYPE 'A' PER C.O.B. STD, S I-4. or CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. O CURVE NUMBER CONSTRUCTION NOTES: ✓ Q CONTRACTOR TO VERIFY LOCATION AND INVERT Lt LINE NUMBER , ELEVATION OF EXISTING SEWER & STORM DRAIN Q CONSTRUCTION NOTE *_\ LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER 1 ,i �A`�/ OF ANY DISCREPANCIES. PIPE SIZE 2 O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE o 'L- UTI cr. PLAN FOR DETAILS. D=DRAIN O PROPOSED BLOCK WALL -SEE SEPARATE PLANS FOR DETAILS. $" O ENTRY MONUMENT- SEE SEPARATE LANDSCAPING OI-- � PLAN FOR DETAILS. . NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. C-.') 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. vA co ---t` (r} ✓ ! ---; , . ,r'� *_\ 1 1 ,i �A`�/ o ,. - , -" ,-1�-, 0_ OEFX 6i' 9E ?NrE A cs 1156 ?Lw VEST. TENT. R. 7256 I UNIT 33 1 5' HOVINGHAM DRIVE � % \ v . (LOCAL COLLECTOR "II \ STA. 18+22.09 C.L. TO TSTA. 24+1 .32 C.L. jp%&1k3_ SCALE: 13x 1" = 5o VERTICAL AL 9"' E51 t ! 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