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HomeMy WebLinkAbout1.2-6824 PH 1 Record Drawing¢ MULTIPLE UTILITY I TRENCH \ - ON DEEP SEWER, SLOPE LATERALS,/ TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. LEGEND: CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB ,UNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T 0 M. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s CONSTRUCT SEWER PER CITY STANDARDS 279 CONSTRUCT SEWER MANHOLE STORM DRAIN MANHOLES TYPE "A" PER C.O.B. STD. S-7. C CONSTRUCT SEWER CLEANOUT 8 PER C.O.B. STD. S-20. ACCORDING TO THE SALES MAP OF LANDS OF THE CONSTRUCT STORM DRAIN PER CITY STANDARDS © CONSTRUCT STORM DRAIN JANUARY 22, 1892. 1,;2 MANHOLE TYPE "A" PER C.O.B. STD. S-7. N CONSTRUCT CATCH BASIN m TYPE "A" PER C.O.B. STD. S-12. Q SEWER MAIN � � R S. WATERLINE TW. x FINISHED STREET < GRADE S 36" TIP. 0 1% MIN. SET LATERAL PROVIDING TYPICAL SEWER LATERAL INSTALLATION # 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 WATERMAN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (OR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. SUMMARY OF IMPROVEMENTS n11.E 1. SEWER IMPROVEMENTS TOTAL NOTES 6" SEWER LINE FORT SANDERS AVENUE - 8" SEWER LINE 2179 LF 4" LATERALS 1644 LF STANDARD MANHOLE 7 EA SEWER CLEAN OUT BASIN DETAIL - STORM DRAIN IMPROVEMENTS TOTAL 18" STORM DRAIN LINE 1526 LF 24" STORM DRAIN LINE 279 LF STORM DRAIN MANHOLES 9 EA CATCH BASINS 8 EA AND VICINITY MAP N.T.S. INDEX OF SHEETS SHEET n11.E 1. COVER SHEET 2. NOTES 3. FORT SANDERS AVENUE 4. COOPER LAKE AVENUE 5. ESTACADA AVENUE 6. LOCKHART LANE & MONAHAN STREET 7. BALMORHEA STREET 8. MOUNTAIN VISTA DRIVE 9. BASIN DETAIL a i j PNAB£ 8 i MONAHAN STREET CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND STORM DRAIN PLANS FOR VESTING TENTATIVE TRACT NO. 6824 PHASE 1 " )) P N A 8£ E 4r r a r •• a s j" s ---!}.COOPER LAKEE AVENUE _ I'Is'1•111'I"Imis'I °Irlririnlr tit p, '-4 PHAGE 8 FORT SANDERS AVENUE 0 join VESTING TENTATIVE TRACT MAP 6 9 1 8 KEY MAP SCALE: 1" = 200' NOTE: ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS MALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RE SIHLE F ALL CALCULATIONS AND DRAWINGS ON THIES LAN AND AN ERRORS, OMI IONS, OR VIOLATIONS OF THO ORDIN NC S ANOARDS AND/ CRITERIA SHALL BE ROGER A. McIN EXP. 6-30-16 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 INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: ICOLAS FIDLER. PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-14 14- REVIEWED BY: " ( � 101 -7114 - ASSISTANT PUBLIC WOR DIRECTOR BASIS OF BEARINGS: ryT. THE BEARING OF N. 89'06148" W. SHOWN FOR THE 0 M c a M 6 0av o � oz� o BENCHMARK: z TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE k INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 oW www Fs LEGAL DESCRIPTION:�- O> d s RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, w� COUNTY OF KERN, STATE OF CALIFORNIA, y V ACCORDING TO THE SALES MAP OF LANDS OF THE O KERN COUNTY LAND COMPANY FILED Y � JANUARY 22, 1892. 1,;2 / N RECORDS NO: m m W BASIS OF BEARINGS: ryT. THE BEARING OF N. 89'06148" W. SHOWN FOR THE �`( t MO 1 y� 6 P 9� SURVEYOR WAS USED AS THE BASIS OF BEARINGS° I,Y (( o BASIS OF BEARINGS: ryT. THE BEARING OF N. 89'06148" W. SHOWN FOR THE �`( t NORTH LINE OF THE NORTHEAST QUARTER OF SECTION z .r 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY x SURVEYOR WAS USED AS THE BASIS OF BEARINGS° I,Y SHOWN HEREON. x BENCHMARK: < TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE 0j INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 oW W °C LEGAL DESCRIPTION:�- O> LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, z z RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, d COUNTY OF KERN, STATE OF CALIFORNIA, y V ACCORDING TO THE SALES MAP OF LANDS OF THE O KERN COUNTY LAND COMPANY FILED Y � JANUARY 22, 1892. 1,;2 / CITY RECORDS NO: J z x W I,Y W < < n Q W W J Ic oW W °C O> z z d ~ y V O O 6V Y � C r � < W m W STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1 -BOG -227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAM ONES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WTH ANY UTILITIES. M THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTURES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. M THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEVER LINES THAT THE NEW SYSTEM TIES INTO PRION TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURE, GUTTER, SIDEWALK, CROSS DUTTON, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMMED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WTH THE CITY CE BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. AN OPEN STREET PERMIT SHALL. BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET BMT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED N AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. COMPACTION TESTS SHALL BE THE RESPNSBIUTY OF THE DEVELOPFN/SUBTIVIOER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 24 HOUR NOTICE PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. I STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE ONSIDERED PART OF THESE PUNS: S-6, S-7. S-8, S-9. S-10. S-11. S-12. S-20. S-22. 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CNFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WIH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12 JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END W COMPRESSION JOINTS CONFORMING WTH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WTI COMPRESSION COUPLINGS CONFORMING VIII THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR 'MAINUNE" SANDSEAL COMPRESSION COUPLING N APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE N BUILDING LATERALS MAY BE PLAIN -END NTIH COMPRESSION COUPLINGS CONFORMING 00TH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PPE INSTALLATION MATERIALS : PPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS 0-2680 AND 0-2751. PIPE AND ATOMICS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS FITTINGS SHALL BE INJECTION MOWED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLA11ON : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CUSS 1, I, AND W EMBEDMENT MATERIALS WLL BE CONSIDERED SUITABLE 5, PVC PIPE INSTALLATION MATERIALS : PIPE AND nrNGS SHALL MEET TIE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION 0-3034 FOR SDR35. RPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS DR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -WN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASFOMERHC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN -ACCORDANCE WTH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PPE CONNECTS TO VCP PIPE, USE COUPNGS APPROVED BY THE CITY CE BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WTN THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I. Ii, AND III EMBEDMENT MATERIALS WELL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE VAIN PVC UNING. REINFORCED CONCRETE PIPE WTH PVC UNING SHALL MEET THE FOLLOWING REQUIREMENTS: LA. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE ETHER CUSS IV OR CLASS V NTH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 N ANNA C302 EXCEPT TEST PRESSURE SHALL BE 5 PS FOR RUBBER GASKETS, AND UNER TESTS IN ACCORDANCE WITH THE FOLLOWNG PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM N WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN NTH A CONTAINED 0-RIN0 GASKET. PVC UNER SHALL BE CAST INTO THE WALL OF THE RCP AND STALL COVER 360' OF THE PIPE. ALL WORK FOR AND IN CONNECTION WTI THE INSTALLATION OF THE UNING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY NTH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE UNING MANUFACTURER. UNER SHALL MEET THE FOLLOWING REQUIREMENTS. I.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTID UNER PLATE SHEETS, WELDING STRIPS AND 01HER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F t5 (25'C 23 ). PROPERTY INITIAL (PAR. 1.C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 2002 MM. 200% MN. SORE OUROMETER. TYPE D 1 -SEG 50-60 1:5 (WTH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE ±1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE NTH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -MCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM UNER PLATE SHEET AND WEEDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WTHSTMD A TEST PULL OF AT LEAST 100 PONDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERS OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21- - Zr C) INCLUSIVE. ALL PLASTIC UNER PULE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES N OTHER DEFECTS ADVERSELY AFFECTING THE PROTECIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE NTNG SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE ADD SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, W41CH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.0 CHEMICAL RESISTANCE OF UfER.• AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C). TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 7T F i:5 (25' C t3 1 AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE MM SECTION 7-2.03(1.8) PARA 2 ABOVE. IF ANY SPECIMEN FANS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WLL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID CONCENTRATION 20%" SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 5%" NITRIC ACD 1%** FERRIC CHLORIDE 1% I% SOAP 0.1% DETERGENT 0.1% (LINEAR ALKYL BENZYL SULFONATE OR US BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. "VOLUMETRIC PERCENTAGES O CONCENTRATED CP. GRADE REAGENTS I.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LONER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COW WEATHER AND THE MEWING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS CE THE LINER MANUFACTURER. COVERAGE CE THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN N THE PLANS. THE LINING SHALL BE INSTALLED WTH THE LOCKING EXTENSIONS RUNNING PARALLEL NTH THE LONGITUDINAL AXIS OF THE PIPE. THE UNING SHALL BE HEW SINGLY IN PLACE AGAINST INNER FORMS LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST UNING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE UNING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTB49ONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SNOOD BE TAKEN TO PROTECT THE LINING FROM DAMAGE SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE UNING SHALL BE PULLED, WITHOUT TEARING THE UNING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND BE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE UNING SHALL BE PATCHED. PATCHES MADE ENTIRELY NTH WELDING STRIP SHAD. BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA NTH ADHESIVE. ALL EDGES MUST BE COVERED WTH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED UNING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. If APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPN THE TYPE OF UNING JOINT TO BE MADE WTI THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE RPE OR CAST -IN -PUCE STRUCTURES PROTECTED Will UNING JOIN STRUCTURES NOT SO LINED (SUM AS BRICK STRUCTURES, CONCRETE PPE OR CAST -IN-PLACE STRUCTURES NTH CLAY UNING N CLAY PIPE), THE LINING STALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM} THIS PROTECTING CAP MAY BE MGM OR FABRICATED FROM THE UNING MATERIAL BUT NEED NOT BE LOCKED INTO THE PPE WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRE70 IS INSTALLED THROUGH LINED CONCRETE PIPE, TIE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING TRANSPORTING AND PLACING LINED PPE TO PREVENT DAMAGE TO THE LINING NO INTERIM HOOKS N SINGS SHALL BE USED M LIFTING PIPE. ALL HANGING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR NTH A SUITABLE FORK UFT. ON PIPE HAVING A 360' NFR COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE 131TT WIELDED. WHEN PPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS NO PPE NTH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G FIELD JOINTS IN LINING FOR CONCRETE PIPE THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REWIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WiH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT NE CONNECTING THE SURFACES OF THE ADJACENT PPE SECTIONS. PPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL STALL BE REMOVED FROM UNING SURFACES ADJACENT TO THE PPE JOINT, LEAVING THEM CLEAN AND DRY, FIELD JOINTS IN THE UNING AT PIPE JOINTS MAY BE ETHER OF THE FOLLOWING DESCRIBED TYRES: TYPE P-1: THE JOINT SHALL BE MADE NTH A SEPARATE 4-14CH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HUT-SEAED TO THE LINING INN WELDED ALONG EACH EDGE TO ADJACENT UNER SHEETS NTH A t -INCH (25 -MM) NOD STRIP. THE hMCH (10G -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: ME JOINT SHALL BE MADE NTH A JOINT FLM WIN LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MN) BEYOND THE PIPE END THE JOINT FLAP SHALL OVERLAP THE UNING IN THE ADJACENT PIPE SECTION A . THE EL 1/2 INCH (13 MM) AND BE BY WELDING IN PLACE PRIOR TO WELDING. THE FIELD ,DINT SHALL BE COMPLETED BY WEWMG LIE FLAP TO THE UNING OF THE ADJACENT PIPE USING I -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT WRONG LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE UNER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP N BEVELED PIPE SHALL BE TRIMMED TO A WD1H FOR THE EN RE CRCUMFERENTIALTIE LENGTH OF THE NING.OF AIELY 4 NOES (100 MM) ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WTH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE UNER PLATE. HOT-AIR MELDING TOGS SHALL PROVIDE EFFLUENT AR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOGS SHALL BE HEW APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE MELDING TOOL SHALL BE MOVED SLOWLY ENO" AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIA TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LONER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCONTMED THE UNING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT - MEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP. 00 NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BIW -UP. I.H. APPLICATION TO CAST -LN -PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO AT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS 01ERWSE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE DUDES. CLAY RPE OR BRICK MANHOLES AND CLAY OR CAST IRON PPES} THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE UNING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE AT EACH RETURN, THE RETURNED UNER SHALL BE SEALED TO THE ITEM IN CONTACT 00TH THE PLASTIC -LINED CONCRETE IF THE VIER CANNOT BE SEALED 00TH ADHESIVE BECAUSE DR THE JOINT AT THE RETURN BEING TW ODE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED OTH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED OTH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL I.I. TESTING AND REPAIRING DAMAGED SURFACES AFTER THE PPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED NTH LINING MC.UOMG WELDS, SHALL BE TESTED WTI AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AR -W VAIN POWER PACK OR APPROVED EQUAL) VITU THE INSTRUMENT BET BETWEEN 18.000 AND 22,000 VOLTS ALL WEDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WIN SECTION 7-2.03(t.E) PARA. 8 ABOVE EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE UNER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE UNER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE UNER ADJOINING TIE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF TE FORCE THE 10 -POUND (5 KG) PULL WLL BE MAINTAINED IF A WELD FAILURE DEVELOPS, NR NO FURTHER SEPARATION OCCURS DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE UNER AFTER THE YIELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING ME PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SDP NAWNGS CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SROWNG DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION *Co. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "O". PVC FOR PIPE SIZES /8" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET TIE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 NTH SDR OF 35. ELASTOMERIC SEAS AND JOINTS SHALL CONFORM TO ASTM 0 3212 AND ASTM F 477. 2. TESNG MANUFACTURING TESTING METHODS SHALL CONFORM TO ASDA F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURERS GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 *UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEVER PIPE.". 4. FIELD TESM IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWNG: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULING A 00 -NO -00 5% MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON NTIOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE INTI PPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WLL BE CALCULATED USING THE FOLLOWNG FORMULA MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE ID.) WERE Y = ALLOWABLE DEFLECTION N % (5%) BAS: I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WIH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE-BACKFUEO, RECOMPAC10 AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING WD IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REWIRED THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE 00TH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TENNI TYPES WLL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTUJiY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH NES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS n EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS. AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS. HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY NTH ANY OF MESE RULES, ORDERS AND REGULATIONS SMALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WOR(. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. WRING BACKFILUNG, THE BOTTOM OF THE SHINING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN. GRAVING THE DESIGN OF SHORING, BRACING, SLOPING OR OILER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND WRING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM TIE SHORING SYSTEM STANDARD ESTABLISHED BY IRE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL N STRUCTURAL ENGINEER; HOWEVER, USE O SYSTEMS THAT ARE LESS EFFECTIVE THEN THOS REWIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED N THIS PROJECT. S. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN TME HUNDRED (300) FEET IN ADVANCE OF PPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR HEREOF, UNLESS OTHERNSE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CUSS SHALL BE AS SPECIFIED N THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLAIONS SHALL BE IN ACCORDANCE VITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (910V UP TO THIRTY INCHES (30") FROM FINISHED GRADE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLOD IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE. IN SUCH A MANNER AS NOT TO DAMAGE N DISIUIRS THE PIPE N ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS N STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED N LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY N MECHANICAL TAMPING N BY A COMBINATION OF TINES: METHODS. FLOWING AND JETTING SHALL NOT BE ALLOWED. THELE MUST BE AT LEAST ONE FOOT OF COVER OVER THE RPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS 12, WYE FITTINGS SHALL BE INJECTION MOWED IN -UNE TYPE AND SHALL BE USED FOR ALL BEDDING AND BACKFILL MATERIA. SHALL BE DISPOSED. BY ANY LEGAL MEANS AT THE LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE DISPOSAL OF THE CONTRACTOR. HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SEW ANALYSIS FOR UTILIZATION OF ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM IN-SITU MATERIALS OF 4' BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY UNE 00TH 30" OF COVER AT FLOW NE. ACHIEVING FIRM BEDDING OW PIPE SPRINGLEW.CONTRACTOR STALL PROVIDE 'FIRM BEDDING" SUPPORT FOR THE RPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT RE PROPERTY UNE OR RIGHT -OF - THE PPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE WAY UNE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, CO.B. SID. DLT. SW -i. SPECIFICATIONS. LITERALS SHALL BE A MINIMUM OF 2.25' BEEP AND A MAXIMUM O 7' DEEP AT PROPERTY UNE N BELL OR COUPLING HOLES MALL BE CAREFULLY EXCAVATED AT PROPER INTERVAL, SO RIGHT-OF-WAY UNE AND A MINIMUM OF 2.5' DEEP AT FLOW.NE THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS DURING BEDDING AND BACKFILIING, CONSOLIDATION OF MATERIA. AROUND AND UNDER BELLS 13. Al SEWER STUBS SHALL BE CLOSED NTH A STANDARD PLASTIC PLUG. SOLVENT WELDED. AND COUPLINGS SHAT BE AVOIDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE NTH IE CITY OF BAKERSFIELD CONTRACTOR SHALL SHOVEL-SJCE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS STANDARD DRANNGS S-7, S-8. AND S-21 AND SECTIONS 70-1.021i AND 71-1.07 OF THE THIS WILL MINIMIZE VOIDS BENEATH THE PPE AND IN THE HAUNCH AREAS STANDARD SPECIFICATIONS OF RE STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION, SHOVEL-SUCNG OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT CURRENT EDITION. ALL CLEANOUTS STALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY UP TO THE QUARTER POINT OF THE RPE OF BAKERSFIELD STANDARD DRAWING S-20, INITIAL BACKFILL_ "BEDDING MATERIAL' AS SPECIFIED BY ASTM 2321-8 S14ALL BE USED MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR IN THE PIPE ZONE FOR INITIAL SACKFUL AFTER THE PIPE HAS BEEN PROPERLY LAD PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SEF ON PIPE TO SUCH A DEPTH THAT. AFTER TUDROUGH CONSOLIDATION, THE FINAL DEPTH KENT -BEAT., IN A GROOVED FOUNDATION. SHALL BE AT LEAST TO THE ELEVATION SHOWN ON RE PLANS THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO 15. STORM GRAN RPE COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION STORM DRAIN PIPE CONTRACTOR SHAT UTILIZE RCP PIPE, CLASS 111 INTI RUBBER OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE CONTRACT PLANS. PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY 13E REINFORCED CONCRETE PPE REINFORCED CONCRETE PIPE SHALL CONFORM TO THE BACKFILLED NII NATIVE MATERIA. RESULTING FROM TRENCH EXCAVATION, OR AT TE PROMSONS IN SECTION 65, 'REINFORCED CONCRETE PPE", OF THE STANDARD OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NAIVE SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROVING, EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION N THE PIANS OR IN THE USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER SPECIFICATIONS. JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE HIEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROVING, THE SACKFUL PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. MATERIA. SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE DEPTH, EACH LAYER SND MNOUGHLY COMPACTED BY TAMPING AND/Olt RC JJNG PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED - BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND NE -HAI (2-1/2) FEET OF REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR SECTION 65-1.068. "RUBBER GASKE7ED JOINTS", OF THE STANDARD SPECIFICATIONS. ROILING AS SPECIFIED ABOVE WHERE THE TRENCH IS WITHIN THE PAVEMENT N HANDLING O MATERIALS ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE STREETS, THE SACKFUL WITHIN TWO AND NE -HALF (2-1/2) FEET OF FINISHED CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE APPLIANCES SHALL BE USED FOR THE SAFE LOADING HAUNG, UPLOADING HANDLING COMPACTION. AND PLACING OF MATERIALS, SPECIAL CARE SHAT BE EXERCISED SO THAT PREFORMED RESILIENT ,DINTS ON PPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE N FITTING SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROUJNG SHALL BE FREE FROM NTH A JOINT DAMAGED OR FLAT0ED WILL CAUSE THAT PIPE N FITTING TO BE STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE REJECTED. ,� MATTER, N OTHER UNSATISFACTORY MATERIALS. PIPE LAYING. NO PIPE STALL BE LAPD APPROVESD UNTIL THE ENGINEER INSPECTS AND IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SMALL BE INSTALLED IN STRICT Y ME14 APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS ACCORDANCE WTE4 MANUFACTURER'S RECOMMENDATIONS. � BACKFILL TESTING AND COMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION PIPE LAYING SIAL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS SHALL BE IN ACCORDANCE NTH SECTION 19, "EARTHWORK" AND SECTION 6-3. DIRECTED BY THE ENGINEER. PIPE LAYING STALL PROCEED WTH EACH PIECE LAD TRUE "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TO UNE AND GRADE. AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT PUBLIC WORKS, DIVISION CE HIGHWAYS. EACH LAYER OF BACKFILL MATERIA. SINAL NTH THE ADJOINING PPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE AS THE MEET THE COMPACTIN, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE WORK PROGRESSES, THE INTERIOR CE THE PIPE SHALL BE CLEARED OF ALL DIRT AND NEXT LAYER IS PLACED. DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAD WHEN THE CONDITION OF THE TRENCH N DOE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, EACH LAYER OF BACKFILL SHALL BE IIOROUGHLY COMPACTED TO THE REVIVE OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION NTHIN THE NIH BELIED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH ,DINT TO ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (902) FACILITATE THE JOINT OPERATIONS, AND SHAT BE ONLY OF SUFFICIENT SZE FOR THAT RELATIVE COMPACTION FOR THE TOP FINISHED 30% AND SMALL BE DETERMINED BY PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN .. CALIFORNIA TEST METHODS 216 DR 231, OR ASTM (CURRENT MOTION) D1557 AND ONE SIX (6) HOES SINAL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF OF THE FOLLOWING 02922 N D1556. THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. BEING FLUSHED INTO AN EXISTING STORM DRAIN NE. COMPACTION TESTS WLL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND CUTTING PIPE THE CONTRACTOR SINAL PERFORM ALL WORK OF CUTTING PIPE AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SPECIAL CASING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF ME WORK. ALL PIPE SHALL BE CUT TO AT ACCURATELY, WIFE SMOOTH EDGES AND FACES. 10 SEVER PIPE INSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS MACH ARE DAMAGED SEWER PIPE SIAL CONFORM TO THE PLANS AND THESE SPECIAL PROVISIONS. THE N INCORRECTLY CUT. PRICE PER NEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING 16. BRED/JACKED PIPE AND BACKFILL HANDING OF MATERIALS. ALL PPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CASING N SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SIAL BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EGUPMENT AND INSTALLED. IT STALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING HANDLING TOWARD ONE END, SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED NTH AND PLACING OF MATERIALS. SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED SAND. P THE PPE AND CASING ARE INSTALLED BY BORING THE SPACE AROUND THE RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING CASING ASO SHAH BE SACKFLLED NTH GROUT OR SAD. THE ENDS OF SPACE WIFE A .DMT DAMAGED OR FLAT0ED WILL CAUSE THAT PIPE OR FITTING TO BE BETWEEN THE CASING AND THE PIPE SINAL BE SEALED NTH GROUT. THE STRENGTH REJECTED OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REWIRED BY DINING/JACKING OPERATIONS PIPE LAYING. NO PIPE SINAL BE LAID UNTIL THE ENNEER INSPECTS AND APPROVES SHALL BE FURNISHED AT THE CONTRACTORS EXPENSE. THE CONDITION OF THE BOTTOM OF THE TRENCH. PPE SHALL BE INSTALLED IN STRICT ACCORDANCE NTH MANUFACTURER'S RECOMMENDATIONS PIPE LAYING SHALL BEGIN THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF FROM THE DOWNSTREAM END OF THE TRUNK SERF OR AS DIRECTED BY THE ENGINEER. BORING/JACKING OPERARNS PRIOR TO BORING DR JADING PIPE LAYING SHALL PROCEED WIN EACH PIECE WD TRUE TO NE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT NTH THE ADJOINING PPE BORING/JACKING OPERATIONS SMALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WON( PROGRESSES THE CONSISTENT NTH CURRENT ACCEPTED PROCEDURES. WATER BORING 54ALL NOT BE INTERIOR OF THE PIPE SOUL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY PERMITTED. THE CASING PIPE SHALL BE JACKED WTI SUCH PRECISION THAT WILL DESCRIPTION. PPE SHALL NOT BE WD WEN THE CONDITION OF ME TRENCH OR THE ALLOW THE REPLACEMENT OF THE PIREUNE TO THE LINE AND GRADE AS INDICATED ON WEATHER IS UNSUITABLE. AT TIMES MEN WORK IS NOT IN PROGRESS, OPEN ENDS OF THE PUNS. PPE AND FITTINGS SHAT BE CLOSED. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE NTH BELIED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JO NT TO PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR INC PPE AND THE EXCAVATION FACILITATE THE JOINT OPERATIONS AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT SHALL BE COMPLETELY FILLED NTH SAND, COMPAC7E0 BY THE USE OF AIR -BLOWING PURPOSE IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS SIX (6) HOLES SIAL BE EXCAVATED AHEAD CE ACTUAL PPE LAYING, ON ACCOUNT OF APPROVAL THEVARIATIONS IN JOINT CONSTRUCTION OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT AL CUTTING PPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUING PPE AND TIMES. SHIXIW THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR SPECIAL CASING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE UNREASONABLE SOUGHING OF MATERIAL WHICH MAY JEOPARDIZE ME SAFETY OF WORK. ALL PPE SHALL BE CUT TO FIT ACCURATELY, NTH SMOOTH EDGES AND FACES WORKERS OR THE STABUTY OF THE SOIL AND ROADWAY ABOVE, TE CONTRACTOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS CE CUTTING AND NO S14ALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE NTH ADDITIONAL COMPENSATION PALL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORT( FACE N INCORRECTLY CUT. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER NM A PIPELINE TESTING. ALL SEINES SHALL BE TESTED FOR TIGHTNESS MEN COMPLETED DETAILED PLAN OF PRECEDING WIN THE WORK, FOR HIS RENEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BD AND READY FOR SERVICE. TESTING SMALL BE CONDUCTED IN ACCORDANCE WITH THE PRICE AND NO ADDITIONAL COMPENSATION WILL BE MALE THEREFORE. UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), N THE WATER EMLTRATIN TEST N AR PRESSURE TEST PER SEC TION 306-1.4, -TESTING PIPELINES- 17. MINOR STRUCTURES_ OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS' FOR PUBIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE c MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24`11 P '-'�� CONFORM, IN CSN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF HOURS PRIOR TO ANY TESTING. cF '4 � SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL L i PROVISIONS MANHOLES SHAT CONFORMI TO THE CITY CE BAKERSFIELD STANDARDS CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO S-7 AND S-8. DROP INLETS SHALL CONFORM TO ME CITY O BAKERSFIELD EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIA_ WHEN PIPE LAYING IS INTERRUPTED. P STANDARD S-12. TEMPORARY INLET NATES SHAT CONFORM TO DETAILS ON THE AS AT NIGHT, THE PIPE ENDS SMALL BE SUITABLY CLOSED. UPON COMPLETIN, ANDS, U" " P :'PLANS. BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANORS I M TO r i ' . REMOVE ANY ORT OR FOREIGN MATERIALS MUCH WWW CLOG PUMPS, EQUIPMENT, `'U / `� �A THE PRECAST CYLINDER. TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHAT MEET THE STRENGTH REQUIREMENT O ASTM. - SPRAY HEADS ETC. THE CONTRACTOR SINAL MAKE STI PROVISIONS FOR PREVENTING iF W C 476. EACH SUCCESSIVE MANHOLE SECTION SHALL FOREIGN MATERIAL FROM BERG FLUSHED INTO AN EXILING SEWER LINE l 11 '^ .,,; I.3„�-;` WATERTIGHT_;=;� BE SET GH A BED O PORTLAND TLYCENE14TPOI TEDGROUTO NR "KENT LULN S MAKE A C ,., PLUMB. JOINT. STALL BE NEATLY POINTED N THE INSIDE, AND SHALL BE SET SEWER LATERAL. SEWER LATERALS SHALL CONFORM TO THIS CONTRACTOR AND RELAID. ✓ PWMB. END EX SEND LATERALS SHAT BE LOCATED 8Y ME PLANS.O AND CONNECTED TO b,L- b 1-62 l AND EXTENDED OR RECONSTRUCTED CONNECTING NC TO THE PIANS. ALS. POSITIVE 18 CIVILISE SURVEY' MONUMENT ENCASEMENTS COUPLINGS MAY BE RRSHAL FOR CONTAINED TO INVERT LITERALS. POSIYE GRADE TO THE TRUNK SEWER SHALL AL MAINTAINED AND NTHET CRAKES SET AS CALLED N SURVEY' MONUMENT AND FRAME AND COVER WITH NS SHOWN SHALL A ADJUSTED N THE PLANS SEWER WYFS SEAT BE DATION& N THE TRUNK E RACCORDANCE LATERALS OM INSTALLED NEW 70 FINISH MADE AT THE I LOCATIONS ANS SHOWN ND DIE PLANS, IN THE PIPE MANUFACTURERS RECNRIATE INS PAYMENT FOR SEVER LATERALS WILL BE ACCORDANCE WITH MESE SPECIAL PRONSONS, AND Ott STANDARD 5-29. PAID AS SEVER FOR THE APPROPRIATE DIAMETERS....._. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A ;- 1 i MINIMUM OF T}MEE DAYS. It. SYSTEM TESTING ' -- _" "-' AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF I MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED N UNSEALED PIPE SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME RETIRED FOR R ACCORDANCE NTH THE CITY UF BAKERSFIELD ELO SUBDINSION MANUAL AND THE PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SMALL BE REDUCED TO RECOMMENDATIONS O ME MANUFACTURER. A MINIMUM OF ONE DAY. PRIOR TO FINAL ACCEPTANCE, AL SEWER LINES SMALL BE INSPECTED WITH VIDEO EQUIPMENT THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPAI UTY OF ROTATING CONTRACTOR SHALL GIVE TUE OMER 24 HORS NOTICE WHEN SURVEYS ARE REWIRED. 360; IN ORDER TO MEW AND RECORD THE TOP AND SIDES OF THE PPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WINESSED BY THE CJTYS CONSTRUCTION INSPECTOR, ND WILL ALSO INITIAL ANY MONUMENT FRAME N COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS AND DATE THE "CHAIN OF CUSTODY FORA. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OVER. ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE NTH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY FORM AND A WRITTEN LOG (WHICH INCLUDES AN OPEN STREET PERMIT SMALL BE OBTAINED FROM THE CITY OF BAKERSFIELD THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WTHIN ACCEPTED STREET OF THE INSPECTION SHALL BE PROVIDED FOR MEWING AND SHALL BE APPROVED BY THE CITY ENGINEER RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WIUN THE THE CITY RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. �a - ( ;L'f N (STA. 10+00.00 TO 11+93.68) SCALE: 1" = 50' HORIZONTAL 342 PT*l 334 330 326 INSTALL 19OS8 LF OF el SEWER It L-,l ------ 10+00 11+00 12+00 (STA. 10+00.00 TO 11+93.68) SCALE: I" = 50' HORIZONTAL SCALE: 1" = 5' VER11CAL 352 up 344 340 336 332 328 324 LLGEND: ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT Soo SEVER a-EANOUT SO STOW DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EMST EMSTING GET CATCH BASIN ELEV ELEVATION JE; IJUNCTION Box R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN T 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'Am-j� �S—OONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEVER MANHOLE TYPE III PER QO.B. STD. S-7. CONSTRUCT SEVER CLEANOUT PER COA STIL S-20. BALMORHEA ST. INSTALL 224.78 LF OF 2e IRCP 0 G25% 42 18W S HIM DR MN-\, 'Nil Z STOR A DRAIN SEE SHEJET 7 +0 10 p H A S E 1 z -j z- 3 DR Ap 4 3 > > -o! IS jxw W 1'. VERT 41 L--- -4- i C5 z w 3: w z 0 I, zzz + I r 40 9?w �w 41 DRAKJIII� 6 10 >; INSTALL 19OS8 LF OF el SEWER It L-,l ------ 10+00 11+00 12+00 (STA. 10+00.00 TO 11+93.68) SCALE: I" = 50' HORIZONTAL SCALE: 1" = 5' VER11CAL 352 up 344 340 336 332 328 324 LLGEND: ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT Soo SEVER a-EANOUT SO STOW DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EMST EMSTING GET CATCH BASIN ELEV ELEVATION JE; IJUNCTION Box R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN T 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'Am-j� �S—OONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEVER MANHOLE TYPE III PER QO.B. STD. S-7. CONSTRUCT SEVER CLEANOUT PER COA STIL S-20. SUAIP cs SEE SHEET 9 z a -g 44 43 z di IN C4 < a 2++ + +0 +0 top 1- 1- 3 3 3 3 3 3 K mot P BALMORHEA ST. INSTALL 224.78 LF OF 2e IRCP 0 G25% 42 9 'Nil SEE SHEJET 7 +0 10 p H A S E 1 z -j z- 3 DR Ap 4 mm w > > -o! IS jxw WEI 1'. 41 L--- -4- OR Fit IS 0; nw,39 40 9?w �w 41 DRAKJIII� 6 10 11 04:t Vilo d n + + INVER 8" SEVER + 501 + 1 0 w m I oil ilo�z I -- SUAIP cs SEE SHEET 9 z a -g 44 43 z di IN C4 < a 2++ + +0 +0 top 1- 1- 3 3 3 3 3 3 K mot P H A S E INSTALL 224.78 LF OF 2e IRCP 0 G25% 42 9 'Nil ,0 z +0 10 ot- 26 am'* ""Im APPROXI T-- FINII z -j z- 3 FORT SANDERS AVENUE (STA. 10+00.00 TO 12+19.78) Lit SCALE 1 50' HORIZONTAL z z j 1jzzzz SUM 0 wwww 9+50 10+00 11+00 12+00 (STA. 10+00.00 TO 12+29.78) SCALE: I I = 50' HORIZONTAL SCALE,' 1 1 = 5 VERTICAL 70"RRITWUT I,. L �01# , . k O."It I In1j; 344 PA04 RN 342 KK* 33 330 340 336 332 328 324 320 INSTALL 54.13 LF OF INSTALL 224.78 LF OF 2e IRCP 0 G25% C5 z MIA ot- 26 am'* ""Im APPROXI T-- FINII z -j z- 3 DR Ap 4 mm w > > -o! IS jxw 41 L--- -4- IS rAS" )M--0 8 1 333 NVERT Z4- DRAKJIII� 54 '"2 INVER 8" SEVER 501 1 I oil ?21 9+50 10+00 11+00 12+00 (STA. 10+00.00 TO 12+29.78) SCALE: I I = 50' HORIZONTAL SCALE,' 1 1 = 5 VERTICAL 70"RRITWUT I,. L �01# , . k O."It I In1j; 344 PA04 RN 342 KK* 33 330 340 336 332 328 324 320 INSTALL 54.13 LF OF rA�N SMON \,3,/ SCALE: I. = 50' HOM2. 1 m 5' VERT. M 344 M 336 332 328 0 CONSTRUCT STORM DRAW MANHOLE TYPE me PER QOI SID. S -Z CONSTRUCT CATCH BASIN TYPE "A" PER C.O.S. STD. S-IZ NOTES 1) ALL CATCH BASINS ARE TO BE TYPE -Am NTH 3.5' OPENINGS PER C.O.B. STD. S-12 jf Z UNLESS OTHERWISE NOTED. 1 2) ALL PIPE ELEVA71ONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. r SCALE: Vi SECTION DESONAMON: If 25 0 50 TOO SWOON UE`RN aA 2 001 50 12.5 SIM WIDE SECRON 6 SHOWN- lld� C5 z MIA ot- 26 am'* ""Im (6 z -j z- 3 mm w > > -o! IS jxw 41 IS rAS" )M--0 8 1 333 NVERT Z4- DRAKJIII� rA�N SMON \,3,/ SCALE: I. = 50' HOM2. 1 m 5' VERT. M 344 M 336 332 328 0 CONSTRUCT STORM DRAW MANHOLE TYPE me PER QOI SID. S -Z CONSTRUCT CATCH BASIN TYPE "A" PER C.O.S. STD. S-IZ NOTES 1) ALL CATCH BASINS ARE TO BE TYPE -Am NTH 3.5' OPENINGS PER C.O.B. STD. S-12 jf Z UNLESS OTHERWISE NOTED. 1 2) ALL PIPE ELEVA71ONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. r SCALE: Vi SECTION DESONAMON: If 25 0 50 TOO SWOON UE`RN aA 2 001 50 12.5 SIM WIDE SECRON 6 SHOWN- lld� N 0 BALMORHEA ST. SEE SHEET 7 r 1 ' I w I I . j$ S89#1'FE .1 o01l mol g of m 3 P H A S E 1 N 0 BALMORHEA ST. SEE SHEET 7 r 1 ' I w I I . j$ S89#1'FE .1 o01l mol g of m - 22 1o1 mm m Ing t W IJS I o 6 ,JO o °' F,IF I p J fi J �?hliOh J j O 1 J M 13 �g� 14 �mn15 1MN16 17 Mw1nW 18 ( 19 "o� 20 $w) 21 s ,m Ici i 1'a• 1 ORO I ow ov Inv laOv Imv `+8 1 o.'RIm I n�'vl �nl n eo I: o n I'Oa IHZ ma NY I owl+0 I ao ri:Ot nz,:2z Yo� +OI �z {6 n rn n n I c I -c I 1 <z ?- 1 g� 58992Y0'E� 8' SEMI �40aodig Ld p W mol mol rcI �rcn n (i" Q �, or I gNl ooI oNl -8 rl oO1 "yK� N O ,•,•, 1 q O N Oi O t o O Jy3� 8 IN= N3 ' N,'Z•� N'ZI N3I N3 H•= 2 •N Nal: I �38 37 0S; 36 0 35 qT, 34 No 9!n 33= .g wi�32 1i1 � I 0v10 nQp Nv vnip io pl �? z 'o nv myl Wig' nuooilM�+p a$ 1 1 I w m040 �j 1 COOPER LAKE A (STA. 10+00.00 TO 18+15.00) SCALE: 1" = 50' HORIZONTAL J S89#1'FE .1 o01l mol g of m �o 1 rco, 22 1o1 23 gw� gw24 I l 077,1 N 0 YI V�1 .E vl �?hliOh mg na 0ia +0 ozl +0 N3IN3 nz �z d 1 I g 24 S89#1'FE 8 SEWER g_ 1 4a �o 1 rco, ---�—o rc$ I l ooN I I oo NION I OO1 IgA N 3 o c' N 3 N3IN3 1013 0i o!0131 !0 ' m�Iny, I m 29 Ino 28 I W:t c; o ,m fig; i n171' ORO I ow ENUE P H A S r 2 g 24 ---r--T-WAOEA-L�'ER-ET _..-�- i N'.._tV -I_._ _.4_ j-_. l'�t DE CE�NTE[R,U�NED � --, }.-_ i 1 ... I --�_�_ _ T-�-� -� I L 344 p I 342 ._�•-L-.'II! __T ____.__i ____ i.� --{�- ._1._- { -__._�- __._r-_—+- T—�- �, __t T_.._...._il W TER 338 -- 340 INVERT la" DIRAIN j - - - {--• j 1•�_ III NYERT S ISEWLIt�II336 Jit---?- INVERTl SE _ -I _- ---�'— z rn W T _ �` T m, -�--— ,� - 1 r IT 1- -'— t -i -a..- 332 330 f ---i-__ __..t IIS__ -I 1 + Z_ Z_ ._ — �— T � I I K + W ; 6 1 . — t -' o f _ _ A I- __ � __� � � �-__ �+3 328 �Z 3261'- a j �"'--I--- — il�--- -i r r---r---�— -i--i --- I-- --i— ----- -4-'� W w -L---- i..—..- --— F �I, — �— --'324 1 ! INSTALL 00 LF OR 8 SONER O 0.2 % NSTALL .00 ff-OF 8" 5 0 0,25x 3221-----y_ -�-I - ! { - - 1 �— { INSTALL 10. Lr a: tY SEhFR p o 25x j 320 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.00 TO 19+30.00) SCALE: 1" = 50' HORIZONTAL SCALE: i" = 5' VERTICAL i EGENn• ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SO STORM BRAIN SDMH STORM DRAWN MANHOLE MH MANHOLE EXIST E aSOIG CB CATCH BASIN Ei.EV BEVATIOU JB AMCRCN BOX R/W NOTT OF WAY SCP STREET CONSTRUCTION PUN TOP OF MANHOE/TOP OF OEANOUT ELEVATION — W CONSTRICT SM PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SOL. ® CONSTRUCT SEWER CIFANOUT PER COB. SM. S-20, CONSTRUCT STORM DRAIN PER aTY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. "Ir CONSTRUCT CATCH BASIN TYPE "A" PER C.&B. STO. S-12 NOTES : 1) ALL CATCH BASINS ARE TO BE TWE "A' WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERVASE NOTED. SECIT014. tEDFA SHI SEC110X IS 9111W1 2 SCALE: 1"=50' 25 0 50 100 50 12.5 �o 1 rco, rc$ ooN I oHl N 3 I N 3 27Qp 1 26 23 fig; n171' n17U1 P H A S r 2 ---r--T-WAOEA-L�'ER-ET _..-�- i N'.._tV -I_._ _.4_ j-_. l'�t DE CE�NTE[R,U�NED � --, }.-_ i 1 ... I --�_�_ _ T-�-� -� I L 344 p I 342 ._�•-L-.'II! __T ____.__i ____ i.� --{�- ._1._- { -__._�- __._r-_—+- T—�- �, __t T_.._...._il W TER 338 -- 340 INVERT la" DIRAIN j - - - {--• j 1•�_ III NYERT S ISEWLIt�II336 Jit---?- INVERTl SE _ -I _- ---�'— z rn W T _ �` T m, -�--— ,� - 1 r IT 1- -'— t -i -a..- 332 330 f ---i-__ __..t IIS__ -I 1 + Z_ Z_ ._ — �— T � I I K + W ; 6 1 . — t -' o f _ _ A I- __ � __� � � �-__ �+3 328 �Z 3261'- a j �"'--I--- — il�--- -i r r---r---�— -i--i --- I-- --i— ----- -4-'� W w -L---- i..—..- --— F �I, — �— --'324 1 ! INSTALL 00 LF OR 8 SONER O 0.2 % NSTALL .00 ff-OF 8" 5 0 0,25x 3221-----y_ -�-I - ! { - - 1 �— { INSTALL 10. Lr a: tY SEhFR p o 25x j 320 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.00 TO 19+30.00) SCALE: 1" = 50' HORIZONTAL SCALE: i" = 5' VERTICAL i EGENn• ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SO STORM BRAIN SDMH STORM DRAWN MANHOLE MH MANHOLE EXIST E aSOIG CB CATCH BASIN Ei.EV BEVATIOU JB AMCRCN BOX R/W NOTT OF WAY SCP STREET CONSTRUCTION PUN TOP OF MANHOE/TOP OF OEANOUT ELEVATION — W CONSTRICT SM PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SOL. ® CONSTRUCT SEWER CIFANOUT PER COB. SM. S-20, CONSTRUCT STORM DRAIN PER aTY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. "Ir CONSTRUCT CATCH BASIN TYPE "A" PER C.&B. STO. S-12 NOTES : 1) ALL CATCH BASINS ARE TO BE TWE "A' WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERVASE NOTED. SECIT014. tEDFA SHI SEC110X IS 9111W1 2 SCALE: 1"=50' 25 0 50 100 50 12.5 ST. JOt •O m t O 1 ----- —r— � GRADE. ® CENjERUNE 40 i < L WATER j— I 18' DRAIN ' o0 P H A 5 E 2_ P H A S E 1 I.., m m` m +�I. _ 0+00 N 8912'10• W 9500' Il 00 n sA912tSs — w dwINZIAUL e• SE t 9Aoo : 8• ® 53 Lu -.K-- q 5s0i _. o = .R+o N U.I 12 anjy 39 -- --� I 1 p8jT 111yyyy N 10 II mT �VTb, 4_;v 1 I Qm - ESTACADA AVENUE (STA. 10+00.00 TO 10+95.00) SCALE: i" = 50' HORIZONTAL 346 342 INVERT, 338 334 330 326 322 ---^--- APPROXI—MATE FIN]SHED' —r— � GRADE. ® CENjERUNE i < L WATER j— I 18' DRAIN ' i m` m +�I. _ w dwINZIAUL : 8• ® 0.35X 1 348 344 340 336 332 328 324 320 9+50 10+00 11+0 (STA. 10+00.00 TO 11+05.00) SCALE: 1" = 50' HORIZONTAL SCALE: t" = 5' VERTICAL LEGEND: ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV NVERT SCO SEWER OEANOUT SD STORM DRAIN SDMH STORM BRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION SOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION IRAN _9 6'T'2� TOP OF uANxoLE/roP of OEwour ELEVATION s CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE •A• PER COR SID. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE •A• PER C.U. SID. S-7. .fr CONSTRUCT CATCH BASIN TYPE •A• PER C.O.B. STD. S-12. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE •A• MATH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERIWSE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION OESGNATDN: SSSQN LETTER IL SHEET WHORE 5£CMIN 5 9DWH 2 all SCALE: 1"=50' 25 0 50 100 50 as �iaLA MOUNTAIN VISTA DR. BALMORHEA ST. SEE SHEET 8 SEE SHEET 7 �I 9 g I d z � I aI 3 ad o T Y I 1 S IB" SD S8P N 10+00 - _ LI 11+OU 113 ¢t!► 1 o>Of MM I� W � s a li---------! �10 ■il oilm ESTACA A AVELINE o , �� 6 1 _ 1 -s LOCKHART LANE (STA. 10+00.00 TO 12+00.22) SCALE: i" = 50' HORIZONTAL INSTALL 113.41 LF OF INSTALL 25.24 LE OF .a 0nm "" A tnw 18" RCP O 0.12% Tn ^ m� VI 3 ♦ q" M j m p W ' j W j W J ? 4 N m W m e.f a '^ s� i zow 348 9+50 10+00 11+00 (STA. 10+00.00 TO 12+20.22) SCALE: i" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 344 ullif 9€'6 332 328 324 320 12+00 12+50 LINE TABLE UNE / PIPE LENGTH BEARING Li 18" 2524 581. 15 20.33"E L2 18" 47.27 589' 12' 10.00"E L3 18" 26.53 N21P 20' 47.34"E CL LEGEND: ABBRENATIONS CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SO STORM DRAIN SOMH STORM DRAB! MANHOLE MH MANHOLE EAST EasTING CB CATCH BASIN ELEV ELEVATION JI3 JUNCTION OU% R/W RIGHT OF WAY SCP STREET CONSTRUCTION PUN ION TOM. TOP OF MA610LE/TOP OF CLEANOUT ELEVATION P H A 5 F 2 CONSTRUCT SEWER PER CITY STANDARDS o CONSTRUCT SEWER MANHOLE J TYPE "A" PER COB. SID. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.D.B. SID. s -2D BALMORHEA ST SEE SHEET 7 m F- i 8 m 1 iQ II � rmi3 �� 10 P HA l 47 ----- o+ o i ao I) 'A Tai o to LOC+KHART LANE z+,ao ---- MONAHAN STREET (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' HORIZONTAL INSTALL 47.27 INSTALL 52.73 LF OF 18" LF OF 8" (�EN1ER0 a n . 1\ 2 Z wz3 wm m m J ' p m m 0 S Z J - 9t g N 7 t� 1 H A S E z S 5 SSS"' tiW N z5'$n E ! � � H mNo: ', P H A 5 F 2 ! o aN>� 69 m m J J INVERT 1 DRAIN sm Z I O SS spo �b m CO �QU� 7NVFJ ITS' _S WER I j W o+ 1� rk+m "zw O f Me ��.0 1 � W m F- i 8 m 1 iQ II � rmi3 �� 10 P HA l 47 ----- o+ o i ao I) 'A Tai o to LOC+KHART LANE z+,ao ---- MONAHAN STREET (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' HORIZONTAL INSTALL 47.27 INSTALL 52.73 LF OF 18" LF OF 8" (�EN1ER0 a n . 1\ 2 Z wz3 wm m m J ' p m m 0 S Z J - z Li zz x.222 LjZ ' . cN N Q a {{b.+ a n S 5 SSS"' E ! � � H ! o I f'9 i i ee I I I INVERT 1 DRAIN 346 I 7NVFJ ITS' _S WER I j SII o f >ZwEli f w � W W _.f TALL. -89.06.1E PYU' 0 (X25 _ i H APPROXIMA FlNI 0 348GRADE 346 342 ml 334 330 326 344 340 336 332 328 324 322 320 9+50 10+00 ii+C (STA. 10+00.00 TO 11+05.00) SCALE: I' = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CONSTRUCT STORM DRAIN PER CITY STANDARDS m CONSTRUCT STORM DRAM! MANHOLE TYPE "A" PER 009. SID. S-7. $ CONSTRUCT CATCH BASK! TYPE "A" PER C.O.B. SID. 5-12 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" PATH 3.5 OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETIEit� 5 IHERE SECTIO! IS SNOW 2 INSTALL 26.53 LF OF 18" RCP O 0.15% h N z wz3 n m W p_ JZ i6 10 Iola 0Njm s.zzz i _w �> a .J r z �Tj/A�}*�}..11DP: z W � Ing N WWW V w 348 344 18` DRAIN —i 340 336 8 SECTION \,V SCALE: 1" = 50' HORIZ. 1" = V VERT. SCALE: 1"=50' 25 0 50 100 50 12S LINE TABLE UNE / PIPE LENGTH BEARING Li 18' 17.20 NS' 48' 21371E L2 18" 27.86 NW 06' 32.29'E L3 /8' 16.16 S88' 58' 45.WW L4 /8- 49.02 SO' 47 50.00"'W L5 18' 3885 SO' 47' 50,WW L6 18" 16.16 HITT 2S 47.88"W L7 18" 25.24 581' 15' 20.3?E INSTALL 17.20 LF OF 18" RCP 0 0.50$ 360 356 352 348 344 340 DRAIN 336 SECTION 7 SCALE: 1" = 50' HORIZ. I " = 5' VERT. INSTALL 25.08 LF OF 18" CP 00.102 r, • 1� 5 m m zwm mrpi3 n. mrom n nim It W zzziii o wwj w�- mmpm z wm +�10 m+aw� - J TTTw''' J r. w rc i a owy WWW 0 ZCW -- 344 i ori I I 340 N/ERT 18� DRAINj 1 336 %81 SECTION 7 SCALE: 1' = 50' HORIZ. i" = 5 VERT. LOCKHART LN. 12!00 131 GO 14400 SEE SHEET 6 �a�i�.+•_ WI -.a mar aaai�-�r�.�-s, ,mg. _ t5 i6 0q 17 1�18too 0 MOUNTAIN VISTA DRIVE ^�µm s = g -�- �g �o Ob QM bS 'le•10 OM -O Oi Oi ZN II II m� 1 on o m 0 O of \ I Oi I 1 O M M -- \ I.LI <Jj s zJihn I n3 I Mi I M3 1 S 1 $"' , c^ z 10 n Z i z g. 1Fs O vN 'o n3 1 n3 I ai 0 In; m�ww45` +� 46 I n- 1 I 2I 3 ( moo_ ,1 I m M3 = -b� g I o• Qo�J o zi mm uir Wo nH 4 `O T`� 5 1 ^o G z -I n"! o m �m WLL o dm IErn I `m 1 mmi Nr a 1 ++ z !' IFz a wm 1 z 1 +m +m 1 um 1 am 1 O1r g ml` 7 1 ~^ < I OmacHX �+ z wzi ^z 1 +m I +m �m z'I mom- Q'- E i�°'rc ifi f .I I I d 1 < 1 Mz 1 az ' hi z+' z� a IE!a Fza u- o f 1 m 1 y w r r ( + d N 1 O O 6 < - --1-- - L --1 -1 -�-- -- 1-- 4750'W 57. 5'V 1+ _... • SO�S00.4750-W 543.23' 1 a ° s- ---- NOO'4750'E 8" SEVER 260.00' 44 m i' a w 39 O z O O Z wzwm Z ZWm Z Z;m Z Z3wm z ; Z zzm wm O 'z WR W Wt Z zcTid = .9 mQ , .: , <8 <Y�Q = a ++ N I •jiji a T 4340 •� 1 � 1 (<��� =m i .zz z z w\iQ %z gy z 1 o+ v+� o+av c+Mro FORT SANDERS AVE. SEE SHEET 3 •jjjj Wwww � .jji a.iij www O WwW � .j 0 O WWW www � ij awW W Hy WWW WWWW N www WWW WW < � � H INSTALL 38.85 INSTALL8115_ LF OF 18 1 m'. r . -... _-.,- -� 346 342 338 334 330 326 322 9+50 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 18+20.02) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 37 A 1 t Y I" _� Z �r N 11 I 10 u ^ z H a d ami= , . = 1 ++ --1 Q' 1 1 a 10° _... <z m j Q ++ jp 8 3" + 1 dZ I ad t s+0 1 L Q I 8 I o. ' > yd� 14 39 N, W'1 1= a 40 47 COOPER LAKE AVE. ESTACADA AVE. SEE SHEET 4 SEE SHEET 5 BALMORHEA STREET P H A s E 2 V W (STA. 10+00.00 TO 18+10.02) o lz n 3 W Iw F J wo ni z Iz get 1a 1 a+ < g" ^u w a o^ lo+ ^` < It; ys}}O 0 6 2 8 4 0 z: P Iii A S F 3C SECI1ON z - I 7 SCALE: t =50' HORIZ.1 Z.' .. 1 g 1 1' = 5' VERT. Vl Q ++ s 8 1 MONAHAN ST. SEE SHEET 6 SCALE: 1- = 50' HORIZONTAL -- O ; OJ O O Z wzwm Z ZWm Z Z;m Z Z3wm z ; Z zzm wm w HmmH = WR W Wt w a 0w0 d 'm'p'm0 W 0`maN 00 = Z3 = a a zzz W a'iii Q •jiji a '�3 a' jii ij zzzzz ._ ._ 2 d zz ,zI -:zzzZ z -K:za < .zz z z w\iQ %z gy z z o+ v+� o+av c+Mro ono+F� a+ •jjjj Wwww � .jji a.iij www O WwW � .j 0 O WWW www � ij awW WWWW WWW (~O WWW WWWW N www WWW WW < NSTgLL-Si ]9 INSTALL 38.85 INSTALL8115_ LF OF 18 1 . -... _-.,- -� LF OF 18" RCP O 0.1 Ifo RCP'® 0 87* INSTALL $43.23 QF OF 1l1" RLP 0 498 RCP 0 0.12 R 0 0.1 8 la -_ }� ..�NISHED, �_I -E LINE ADE�O riwCENTER._ 1RAD -FIM CEN SHE NE ; I- t- - -rt - INVERT i DRAB 4" T I_ 1 _ ;- �8" - t --- VERTU -- sEWE �-.. � INVERT OR �4 VERT 18 DRAIN N- I" i--- 1 ��. , i8` DRXIK-- --` - -r• I__- I- `____-_ I' -'o F----y-�T• 1 l' . II, N V•$RT 8" $EWER, j VERT 81 SEWER! 1 I i m m Z W T z O z 1-- > i i_-...... W z2 - -"T - - w zzzla ytT - Tom- I� M-- ;--- y uf�.....-. ;m . �LnSii�- f Via, N^www Iq -1, �--. -�11li ---Ji vi www I-_ TINSTALL� _ _-1.-, -� -� _ _ __ . _�� RIM 26 OD lF 8- SEU1R0 0. 8 1 60.00 tF DF 8' SEWER 0 O 288 ' IN 270. 7 LF OF 8" 0 0.25 O 278 _ 1... I FGE>NDn ABBR CL CENTERUNE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SO SHINN DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION UB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN T, lM. TOP OF MNIHOLE/TOP OF CLEANOJT ELEVATION -- W CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEVER MANHOLE TYPE "A" PER CU. STO. S-7. 0 CONSTRUCT SEVER CLEANOUT PER C.B.B. SLD. S-20. CONSTRUCT STORM BRAIN PER CITY STANDARDS 0 CONSTRUCT STORM GRAIN MARKLE TYPE "A" PER C.QB. STD. S-7. otr CONSTRUCT CATCH BASIN TYPE *9 PER C.O.S. STD. S-12 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 111TH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION- SECo. lLT1ER IION k00000 5 SEC" IS 91pW1 2 17+00 Ori 348 344 340 336 332 328 324 320 -IIs A&tL- B-Lf�oF-- 360 V RCP 0.1281 358 1 z 3 o"mm ^`m m � M � til 354' z'= z GI 352 350r wW < gow 348 346 - - - 344 ._.... I 3421 N - T 18 GRAIN D SECTION k,.7,/SCALE: i" = 5 HHORRI . SCALE: SCALE 25 0 50 100 50 125 358 354 350 346 342 338 334 LINE TABLE UNE / PIPE LENGPi EEARING Li 18' I 1200 I SW 12' 10.00'E INSTALL 56.73 LF OF _ 360 ` 118 RCP 6 10 58X 356 352 348 344 340 336 332 328 324 A SECTION \.8j SCALE: 1- = 50' HOR12. I" = 5' VERT. 2 1 I 1 N . s3 1 .... Y 1� J pIr Z n O:N j <J+ + 1 Z Z qwmon I I- M O - o N � Y Y T Y I 1 i j w zfj W i �EXISTIN z 12m SEWER Q QO N [V T FROM TRACT 6328 FROM 2 11+00 W m m vi .I O N I N ww� I Nw O MM M M mmm i < 1 IX 1 R j WQ W w w i I i 1 � 0 i tHl 66 AWL A SECTION \.8j SCALE: 1- = 50' HOR12. I" = 5' VERT. 2 ^IKW , �i . s3 1 O 2.15% Y J pIr Z n O:N j <J+ + m Z Z qwmon I I- M O - o N M M T + j x w zfj W i �EXISTIN z 12m SEWER Q QO N [V T FROM TRACT 6328 FROM 2 11+00 W m m P H A S E EXISTING EDGE I 00 OF PAVEMENT 18' SO 0050'W 347.37 I 350 346 342 338 334 330 326 322 MOUNTAIN VISTA DRIVE (STA. 10+00.00 TO 15+00.00) SCALE I" = 50' HORIZONTAL N O N C3 O Y Y Y<nn mM» m J J J U W w yJJ ICL. UM aw U O Yw tWi Ow E O] m N p 9+50 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 14+63.25) SCALE: I' = 50' HORIZONTAL SCALE: i' = 5' VERTICAL LEGEND: ABBREVIATIONS CL COITERINE SMH SEVER MANHOLE INV INVERT SCO SEVER CLEANOUT SO STORM DUN SOMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN EI -EV ELEVATION .a &wTION BOX R/W FIGHT OF WAY SCP STREET CONSTRUCTION PLAN M, 363. TOP OF MANHOLE/TOP OF a.EANOUT ELEVATION — 8 CONSTRICT SEVER PER OTY STANDARDS 0 CONSTRICT SEVER MANHOLE TYPE 'A' PER COR SM. S-7. 0 CONSTRUCT SEVER CLEANOUT PER C.O.B. SM. S-20. 14+00 CONSTRUCT STORM ORAS! PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE'A' PER COS. SID. S-7. mtr CONSTRUCT CATCH BASIN TYPE mg PER C.O.S. SID. S-12. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS Si OWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION: �ET`NRa wE SECTOM SHOW 2 SW 352 348 344 340 336 332 328 324 320 15+00 358 354 350 346 342 338 — ISTALr7-ZDO-LF �i 76' R O 2.15% it 00 Y• Y WWN -- p Y W N Z qwmon I I- M -111L_ - o -� r T .ID x zfj W i z z SII N [V 2 4:2 W m m vi .I O N -h 0'F� O MM M M mmm U < M N M IX R j WQ W w w i � 0 tHl 66 AWL I I I r�I N T 18 DRAIN I AGRPPIVOXI® HEED 1 H ..._�. .— ADE N IER 1 - • �6 sEWER — --�— — � y 1 9+50 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 14+63.25) SCALE: I' = 50' HORIZONTAL SCALE: i' = 5' VERTICAL LEGEND: ABBREVIATIONS CL COITERINE SMH SEVER MANHOLE INV INVERT SCO SEVER CLEANOUT SO STORM DUN SOMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN EI -EV ELEVATION .a &wTION BOX R/W FIGHT OF WAY SCP STREET CONSTRUCTION PLAN M, 363. TOP OF MANHOLE/TOP OF a.EANOUT ELEVATION — 8 CONSTRICT SEVER PER OTY STANDARDS 0 CONSTRICT SEVER MANHOLE TYPE 'A' PER COR SM. S-7. 0 CONSTRUCT SEVER CLEANOUT PER C.O.B. SM. S-20. 14+00 CONSTRUCT STORM ORAS! PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE'A' PER COS. SID. S-7. mtr CONSTRUCT CATCH BASIN TYPE mg PER C.O.S. SID. S-12. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS Si OWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION: �ET`NRa wE SECTOM SHOW 2 SW 352 348 344 340 336 332 328 324 320 15+00 358 354 350 346 342 338 — ISTALr7-ZDO-LF �i 76' R O 2.15% it -- Z qwmon I I- .3 x W i z z SII N [V 2 4:2 W m m vi .I O N -h 0'F� O MM M M U < M N M IX R j WQ W w w tHl I I I r�I N T 18 DRAIN B N L SECTION \,.V SCALE: 1" = 50' HOR17. 1* = 5' VERT. 360 356 352 348 344 340 336 SCALE: 1"=50' 25 0 50 100 50 125 5 DRAINAGE RETENTION BASIN SCALE: I" = 20' HORIZONTAL MOW THE SUMP MALL BE OVEREXCAVATED VATHIN THE LIMITS OF THE BOTTOM OF THE DRAINAGE SUMP TO A DEPTH OF 24 FEET BELOW EXISTING SITE GRADE. THE RESULTING EXCAVATION SHALL BE BACKFILLED MTH CLEAN COHESONLESS SAND CLASSIFIED AS SP OR SW IN THE UNIFIED SOILS CLASSIFICATION SYSTEM TO ENSURE ADEQUATE PERMEABILITY FOR WATER TO DRAIN IN SEVEN DAYS OR LESS. A SOILS ENGINEER IS REWIRED TO BE ON STE DURING CONSTRUCTION OF THE SUMP, CONSTRUCT 6' CHAINLINK FENCE I WITH MOW CURB AND REDWOOD SLA1� PER C.O.B. STD. S-10 NOTE: SUMP TO BE CONSTRUCTED PER C.O.B. PLATES D-11, D-12, D-13. LEGEND: ABBREMA71ONS CL CENTERUNE SMH SEWER MANHOLE INV COVERT SCO SEWER CLEANOUT SO STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST DUSTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN T M, TOP OF MANHOLE/TOP OF CLEA()UT ELEVATION a CONSTRUCT SEWER PER CITY STANDARDS 19 CONSTRUCT SEWER MANHOLE TYPE "A" PER COB. STD. S-7. 0 CONSTRUCT SEVER CLEANOUT PER C.O.B. STD. S-20. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT SIONN DRAIN MANHOLE TYPE "A" PER D.O.B. STD. S-7. otr CONSTRUCT CATCH BASIN TYPE "A" PER C.OR SM S-12 NOTES : 1) ALL CATCH BASINS ARE TO BE TWE "A" WITH 3.5 OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION' SEC1I(IN lEllBi'A IL 9 ION SECT6 9roWN Z 22 A SECTION \,V SCALE: 1' = 50' HORIZ. 1' = 5' VERT. SCALE: 1"=20; i,2—(?d2