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Home My WebLink About1.2-6577 Ph 1 - 5LEGEND: CONSTRUCT SEWER PER CITY STANDARDS ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SM H SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T.0•M. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION �� w PHASE BOUNDARY • s CONSTRUCT SEWER PER CITY STANDARDS 24 CONSTRUCT SEWER MANHOLE ® TYPE "A" PER ;C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT 0 PER C.O.B. STD. S-20. 6. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN 8. MANHOLE TYPE "A" PER C.O.B. STD. S-7. - CONSTRUCT CATCH BASIN 10. TYPE "A" PER C.O.B. STD. S-12. w WATER UNE SHOWN AT LOCATIONS OF PIPE CROSSINGS SECTION G, ON SECTION LETTKR3. NEET WERE SECTION Ck MULTIPLE UTILITY TRENCH q SEWER MAIN 4' R 5' TYP. , YI Y STAMP AN "S" TYP. IN THE CURB m < FACE ABOVE SEATER LETERAL 60" 7' MAX. °° TYP. * ° 1% MIN, FINISHED STREET GRADE 36" TYP 1% MIN. 4" LATERAL (TYP) `.;� ` _ �--4" LATERAL (TYP) ON DEEP SEWER, SLOPE LATERALS �` ` ` SET LATERAL PROVIDING PROPER TO LOT LINE SO THAT THE END OF ` CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED U11UTY TRENCHES TOLERANCE. NOTE: CONTRACTOR TO VERIFY THAT WATER DETAIL. MAIN AND SEWER LATERAL CROSSINGS TYPICAL SEWER LATERAL INSTALLATION ARE IN CONFORMANCE WITH CAUFORNIA HEALTH CODE REQUIREMENTS. �c FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTIUTY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHAD. 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. ck R 4' WATERUNE Y 3 o I , ( 7' MAX. oe KERN COUNTY CALIFORNI SEWER AND STORM DRAIN PLANSI INDEX OF SHEETS SHEET TI TLE VESTING NO. T N.T A T'l V UNITS 1 THROUGH 5 ; - -. -; . D X . - 36 1 37 1 38 39 4011 41 42 43 44 45 4647 2'36'24" E 144.39' UNff 6 OW A rAIm 1/ r— v/ I I A r-% IYGX7 %rT v -r I— %1— 9 I i u r its 273.50' SCALE: 1" = 200' I, (3 DENOTES SHEET NUMBER e` 24 25 3 26 27 2 0 GORGRUM AVENUE 6. IRONTOOTH AVENUE 7. MINOTAUR AVENUE 8. QUENTARI AVENUE 9. HOBLING WAY & SCAVENGER WAY 36 1 37 1 38 39 4011 41 42 43 44 45 4647 2'36'24" E 144.39' UNff 6 OW A rAIm 1/ r— v/ I I A r-% IYGX7 %rT v -r I— %1— 9 I i u r its 273.50' SCALE: 1" = 200' I, (3 DENOTES SHEET NUMBER 1. COVER SHEET 2. [OTEMPORARY 1 F :FR S_1_TE___PER__ DRAINAGETIRE--- -DOC.-# 218024000 4. EVERCLEAR AVENUE 5. 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. BROKEN LANCE AVENUE 4. EVERCLEAR AVENUE 5. GORGRUM AVENUE 6. IRONTOOTH AVENUE 7. MINOTAUR AVENUE 8. QUENTARI AVENUE 9. HOBLING WAY & SCAVENGER WAY 10. DARIUS STREET 11. CELESTIAL STREET 12. ICEWEB STREET & NORDEN VALE STREET 13. EVANDARR STREET & VALORS GATE STREET 14. BUENA VISTA ROAD & SUMP DETAIL 00 01 ip 0 cn SUMMARY OF IMPROVEMENTS STORM DRAIN IMPROVEMENTS QC W cc W 24" STORM DRAIN c z z x J < Z CL 'STORMOUTLET ,"" z 1�m .j J Z STRUCTURE O Lu ti co > SEWER IMPROVEMENTS O oc IL �- 6" SEWER LINE z < W � o J o 8" SEWER LINE be, 4 � m 4" LATERALS ,q STANDARD W I IL �ooeveo IIIIIIIIII NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326--3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION A CI T�%�=N ESR. D SUCH CORRECTIONS // SHALL BE REFLEC ON CORRECTS �LANS SUBMITTED TO THE A _ _ LIU APP4Y--. ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-18 IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. APPROVEDNICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE . R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: STUART J. PATTESON, R.C.E. NO. 44898 DATE ASSISTANT PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF BERKSHIRE ROAD AND AMARANTE WAY. ELEVATION = 346.44' (U.S.G.S. DATUM) (PER TRACT NO. 6328 MONUMENT ELEVATION MAP) BASIS OF BEARINGS: THE BEARING OF N 00'59'21" E SHOWN FOR THE WEST UNE OF THE SOUTHWEST QUARTER OF SECTION 30, T. 30 S., R. 27 E. PER PARCEL MAP NO. 10155, P.M. BOOK 49, PAGES 82 AND 83 WAS TAKEN AS THE BASIS OF BEARING SHOWN HEREON. LEGAL DESCRIPTION: BEING AN ADJUSTMENT OF PARCELS "A" AND "B" OF LOT LINE ADJUSTMENT NO. 84-97, PER CERTIFICATE OF COMPLIANCE RECORDED JANUARY 6, 1998 AS DOC. NO. 0198000870 AND THOSE CERTAIN PARCELS OF LAND AS DESCRIBED IN GRANT DEEDS, RECORDED ON APRIL 30, 1993 IN BOOK 6840, PAGE 625, BOOK 6840, PAGE 626, AND JUDGMENT RECORDED IN BOOK 7065, PAGE 1124, ALL OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY RECORDER; ALSO BEING A POR11ON OF SOUTH HALF OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA co o) M �CD _ < 0m o Z1 _j -1 d W U co � o w co N � W m Know what's below. Call before you dig. 1.2-6577 Ph 1 - 5 CITY RECORDS NO: °u 0 QC W cc W c z z x J < Z CL > ,"" z 1�m .j J Z O Lu ti co > zo O oc IL �- z < W � o J o be, 4 � m ,q W I IL O IIIIIIIIII 0 QC W cc W c z z x J < Z CL > ,"" z 1�m .j J Z O Lu ti co > zo O oc IL �- z < W � o J o be, 4 � m ,q W I IL O STANDARD NOTES 1. GEN RAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PiPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. iN THE EVENT A U11UTY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHAD_ BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. U11UTIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPAC11ON TESTS SHALL BE THE RESPONSiBUTY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 2. STANDARD DE. TAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-11, D-14, D-16, D-18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -6, ST -22 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION ' C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT. ASTM .SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END NTH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6% 8% 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END NTH COMPRESSION COUPUNGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEiR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WiTH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RiNGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLA11ON MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION :PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D--2321. ONLY CLASS 1, 11, AND 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PiPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT-iN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERiC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS MERE PVC PiPE CONNECTS TO VOP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND iII EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PiPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PiPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' OF THE PIPE. ALL WORK FOR AND iN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PiPE AND FIELD SEALING AND WIELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES MEN TESTED AT 77F t5 (25°C t3 ). PROP IN1 (PAR, TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE LITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1—INCH (25—MM) BY 3—INCH (75—MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70• — 80' F(21 • — 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4—INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C f3 ). AT 28—DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHAH BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.B) PARA. 2 ABOVE. iF ANY SPECIMEN FAILS TO MEET THE 112—DAY REQUIREMENTS BEFORE COMPLETION OF THE 112—DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION CONCENTRATION SULFURIC ACID 20%** SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 57.** NITRIC ACiD 17.** FERRIC CHLORIDE 1% 1% SOAP 0.1% DETERGENT 0.1% (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL I BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE—QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHAD_ BE A MINIMUM OF 0.065 INCH (1.65 MM) iN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHAM BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS iN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE NTH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MiNIMUM SHOWN ON THE PLANS. THE LINING SHAD_ BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOiNT FLAPS MEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE PARED AGAINST LINING SHAD_ BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE . USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAiLS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TiE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS iN THE LINING SHAH_ BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHAD_ NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 11 'APPLICATION TO CONCRETE PIPE — SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOiNT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST—IN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRiCK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PiPE), THE LINING SHAH BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PiPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK UFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PiPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PiPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4—INCH (100—MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 --INCH (100—MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT—SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WiTH A 1—INCH (25—MM) WIELD STRiP. THE 4—INCH (100—MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOiNT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE UNING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT—SEALED IN PLACE PRIOR TO WIELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1—INCH (25—MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOiNT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS iS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. . HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND iN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WIELDING THE DOWNSTREAM SiDE OF A JOINT STRiP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PiPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD—UP. 1.H. APPLICATION TO CAST—iN—PLACE CONCRETE STRUCTURES — SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PiECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PiPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUiLT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC—LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL. 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP—W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHiCH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHAM EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10—POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10—POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE YIELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRiP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWiNG DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY ViNYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PiPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM 0 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T—WALL). CERTIFICATES OF COMPLIANCE .SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.". 4. FIELD TESTS. IN—FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO—NO—GO 57o MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PiPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED iN STRICT CONFORMANCE WITH PIPE AND MANDREL. MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFL.EC11ON IN % (5%) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PiPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MiNIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAiLS THE MANDREL TEST SHALL BE EXCAVATED, RE—BACKFILLED, RECOMPACTED AND RETESTED UNTiL THE MANDREL TEST CAN BE PASSED. RE—ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD ST -22, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN—CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST -22 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PiPE. iT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -22. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH 1N THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THiS PROJECT. 9. TRENCH, BACKEILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE iN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907.) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DiSTURB THE PiPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN—SITU MATERIALS. ACHIEYIHG [IRM BEING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. it+a CONTRACTOR SHALL SHOVEL—SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOiDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL—SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAiD AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR iS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA—HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USiNG EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE—HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WiTHIN TWO AND ONE—HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON—STREET AREAS. BACKFILL TESTING AND COMPACTS TESTING OF BACKFILL MATERIALS AND COMPAC11ON SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SEC11ON 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADA11ON REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD ST -22 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE—EXCAVATED AND RE—COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TiMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW 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. NTH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHiCH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE UNES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. SEWER LATERALS. SEWER LATERALS SHAH CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK iN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAiD AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INFECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SiDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPEC11ON SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WiLL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STA110NING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4' IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY UNE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT-OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT-OF-WAY UNE AND A MiNIMUM OF 2.5' DEEP AT FLOW INE. 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 SHAM BE TYPE "A" FOR PiPES UNDER 48" iN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, iN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PiPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SiPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.068, "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 LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT LITH 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 HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE. 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, NTH 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. t• :4: I N 1 .:r 18. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED NTH 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 NTH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON THE PLANS. UPON COMPL.E11ON OF THE INSTALLA11ON 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. 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 NTH 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 N0110E 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. Xnow what's be ow. Call before you dig. 1111111111 �IIIIIIIII -* -6 23�o STq 7 1119 cn *AO Nb 04, X 22 DARIUS DRIV SEE SHEET 10 Jjv 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 ARUNDEL WAY 00 ;I &W1011jiLAROM STA. 10+00.00 C.L. TO 19+04.43 C.L. SCALE: 1 = 50HORIZONTAL 1 5' VERTICAL 5 t 7 w 10+00 11+00 12+00 13+00 14+00 JOU 354 352 350 348 .346 344 342 340 338 336 334 332 330 328 326 324 322 20 318 15+00 16+00 17+00 18+00 19+00119+2.5 LEGEND: LEGEND (CONT. : 01 19+00 0#1 9 T.O.O. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'I i 8 ELEV. ELEVATION SMH SEWER MANHOLE z 5' OF + So R/W _V_ CATCH BASIN _30' !RISON STREET EE SHEET 11 10+00 11+00 12+00 13+00 14+00 JOU 354 352 350 348 .346 344 342 340 338 336 334 332 330 328 326 324 322 20 318 15+00 16+00 17+00 18+00 19+00119+2.5 LEGEND: LEGEND (CONT. : ABBREVIATIONS F.L FLOWLINE R/W RIGHT-OF-WAY 9 T.O.O. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERUNE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE INSIALI "Ai I I OF INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. EL/ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. SM. PA PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY -- ---- EXISTING SEWER QQ SURVEY MONUMENT /—PIPE SIZE PHASE LINE 1 Er RGJ-RC1 O EASEMENT LEGEND MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. SM. D-14. G -GAS D -DRAIN ITEM OF WORK - SEE SCHEDULE CONSTRUCT CATCH BASIN TYPE *9 PER C.O.B. STD. D-14 SECTION LETTER IN TALL 451.21 LF OF 18" RG J -RCP 4 0.12% PER C.O.B. SM. SW -4 AND SW -5. 1 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. WHERE SECTION IS SHOWN EXISTING SEWER MANHOLE Know what's below. EXISTING SEWER CLEANOUT SCALE: 1 50'Call before you dig. @nnlln 50' 25' V 50' 190 11 0-9977 Dk 1 - 9 10 z 0 W (0 • _j 00 CD Per) 00 0 W U) 0 v- I- _ -, 11 0 t a = . _j 4z zdw 0 *b z C:) Z (8 LO M P) m to+ _j APPROXI MATE nNISHED 10 9(6- < cl -2 -GROUND 0 CEN UNE 05 0 rn APF �OXIMATE FINISHED !,j W < 0 _j rrr- GR JND 0 CE NTERLINE _j cn WLJ 0 z W f W Lai INV. '8 DRAINI .......... INV. 18' DRAIN ............. \-INV. . . ............ . . . ......... ......... . ..... ....... . . . . .............. 81' SEWER ......... INV. SEWER INV. Ir SEWER W0 t W3 C5 00 00 z 00 m d k r) 0000 C5 (0 co >: z J z WL _j z z _j 0 W _j ;zz LAJ ZZ — — 0 'a) o) to C-4 Z 14- 14t 0 3: 0 X 7E MM t6 t6 < 2 001' IALJ W W cf) W W> I/) W W W, ii W , W W W j cf. W W INSTAL- 303.54 LF OF 8' PVC SEWER 0 0,357. INSTAI L 299.54 LF OF 8* PVC SEVM 0 0.35% v) WW INSTALL 301.541, LF OF 8" PVC SE.WER 0 0.78% U) _ _j W W 10+00 11+00 12+00 13+00 14+00 JOU 354 352 350 348 .346 344 342 340 338 336 334 332 330 328 326 324 322 20 318 15+00 16+00 17+00 18+00 19+00119+2.5 LEGEND: LEGEND (CONT. : ABBREVIATIONS F.L FLOWLINE R/W RIGHT-OF-WAY 9 T.O.O. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERUNE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. EL/ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. SM. PA PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY -- ---- EXISTING SEWER QQ SURVEY MONUMENT /—PIPE SIZE PHASE LINE 0 CONSTRUCT STORM DRAIN 80S —UTILITY: O EASEMENT LEGEND MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. SM. D-14. G -GAS D -DRAIN ITEM OF WORK - SEE SCHEDULE CONSTRUCT CATCH BASIN TYPE *9 PER C.O.B. STD. D-14 SECTION LETTER CONSTRUCT SEWER MANHOLE TYPE "A" A ESHEET PER C.O.B. SM. SW -4 AND SW -5. 2 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. WHERE SECTION IS SHOWN EXISTING SEWER MANHOLE Know what's below. EXISTING SEWER CLEANOUT SCALE: 1 50'Call before you dig. @nnlln 50' 25' V 50' 190 11 0-9977 Dk 1 - 9 @nnlln DARIUS DRIVE GARRISON STREET SEE SHEET 10 SEE SHEET 11 � _ r UNIT R/W UNIT -!-h 1-20 20' 4 UNIT I ' � I I I ��IT I ! �' 30' � R/W C) 17 o c) j c� c) CD F--: 5' c� CD C� C� CD a CD C� +T 01) c� r- n 0) C� c� CD C> •cc of c� C�, C�l cr- I I I n cn w fox R/W Uj %0 - — _— — - - 5 7 1 0 11 12 13 xl4 x 15 1 16 Wo 4" CD w co 20' -00 1.0 Lj V) (n 20' LO Uw) I w & 0� 4 J. co wm C) 06 1 Lj C5 I < N14- 1 00j LU 1-c6LqIq0 Cl + C�j I I I I - 1+ co + + (0 co + + Cl w I + a 8 18 00 a i� i� — C*41 P 8 C) (n (n i:� i� b) 0 6 C3 R/w v-- 0, U') C>l + + �<- 0)(0 cn cn I AIIIIIIIIIIIIII& ANKEM AMMM& a . . .......... MIN 18" DRAIN - (c). cn cn 11+00 10+00 12+00 13+00 C141 I A-Lnn 346 344 342 340 338 336 334 332 330 328 326 324 322 lznn DARIUS DRIVE SEE SHEET 10 EVERCLEAR AVENUE STA. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL (UNJ i r-). GARRISON STREET SEE SHEET 11 10+00 11+00 12+00 14+00 LEGEND: ABBREVIATIONS F.L. FLOW UNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CEI CATCH BASIN EL/ELEV. ELEVATION GB GRADE BREAK PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GLITTER XRW EX. RIGHT-OF-WAY SURVEY MONUMENT /—PIPE SIZE CONSTRUCT STORM DRAIN 8*S —UTlUTY-. MANHOLE TYPE *A* PER W -WATER S -SEWER C.O.B. STD. D-14. G -GAS D -DRAIN CONSTRUCT CATCH BASIN APPROXIMATE FINISHED ^r%,!lERLlNE— CONSTRUCT SEWER MANHOLE TYPE UAW PER C.O.B. SM. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. EXISTING SEWER MANHOLE AwROr MATE FIN SHED %m%mll Ll ty %OL" I mom � 0 CEN TE RUNE . . ....... ........... 8" RATER.......... ......... . . ..... ..... AINV. wow 1.00� ... 8' SEWER 18w DRAIN W INV. 8' SEWER . ......... VINV. 8' SEWIR &J z w cn nc c W'S c c w 3: to v- 3:: cn 0 z . O Lc. www 0 00 00 OD 00 d z z z z W > z Z 30 c C NMN 0 -in -to 0 -t-1 il 9-.- 00 3:0 -to 4m M 0 i Z: tf. z 00 A 114 to n z < L6 - * r-� * -. OD 4 i7) In '- M 6 i r , -1 n a.Qv -ci ia w W w P cn cr www WWW IN TALI. 375.00 LF OF 8" PV 0 SEWER 1) 0.997. w I- cn -i U w w IN TALL 37P.00 LF OF E8r- PVC SEWER 4) 0.35% Gj- (n b-1 (f, Lj w INSTALL 170.00 LF OF 8" PVC, SEWER 0 0.357. J -j cn 0 LU W 10+00 11+00 12+00 14+00 LEGEND: ABBREVIATIONS F.L. FLOW UNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CEI CATCH BASIN EL/ELEV. ELEVATION GB GRADE BREAK PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GLITTER XRW EX. RIGHT-OF-WAY SURVEY MONUMENT /—PIPE SIZE CONSTRUCT STORM DRAIN 8*S —UTlUTY-. MANHOLE TYPE *A* PER W -WATER S -SEWER C.O.B. STD. D-14. G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. D-14 CONSTRUCT SEWER MANHOLE TYPE UAW PER C.O.B. SM. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT 15+00 16+00 LEGEN (CONT.): TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CENTERUNE CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER C.O.B. STD. TRACT BOUNDARY EXISTING SEWER PHASE LINE OEASEMENT LEGEND ITEM OF WORK - SEE SCHEDULE SECTION LETTER �-2SHEET WHERE SECTION IS SHOWN 17+00 Jw 344 342 340 338 336 334 332 330 328 32-6 324 322 lznf% 19+00 19+50 29 SCALE: 1 = 50" 50' 25' of, 50' 100' Know whars be I ow. Call'before you dig. aao I �`� �' o O C> -' I -' I -� J J v v ! 0 0 0r) 6 C1 o O I O 1 + I J M M M M 6 m m � a o N I C1 �c 5' 17 i W1 8 19 ' w 1 I M M �od I ,�'�'• 2 33 6� U I 0 I W 21 22 2 3 ' 24 W !QWf 5 <5 o �, �, Uj � I 125 I W 26 127 I W28 5' ' c9 o I 20' 0' `r' oo � � o o N cn cn cn dz v �' 20' 20' 3 V v v + I 1 o I C n 06 u? � t ,o o o o' 30' W. �- + 1 u= N pp Q a MI cn CO tLn� tJ cn cn to � to cn ;A tp _ _� __ __�-- --�---------�--� --� -------------------- - - ___../ g Z N N oog i � AtN __ _ z I 16 R/W 1/ 18 OR +00 11+00 N891�39"W • ~ 12+00 13+00 15+00 o _ _ _ �, _ _ 14+00 S89•00'39"E 910.00' `�' "' 16+00 17+00 8 SEWER =3 3i0.�' S +' _ S r s - �— - S_ N89'OO'39"W 8 SEWER 310.00 N o 8N 9'{X?'39 W 8� M SEWER mom I © 18+00 19+00 + 31 300.00' • A , �"`' n a I F- � R/W a � — � -_ __ -- __-- _-- ____ - of ►- ,_ o I 5' rnQ o. o 0 0 o R/W o ��' xT a R/W z, 00 I z '� N ' ca'v I N ! N '' '� 1 csi I o Cl 0 o o g' W �� cv N I �i I , . �, o 15 Z� 1 CN C14 I 5� I w 1 ! I z J 1 i ' a' I N •� N I N I I a> �o� W I ce z 9 o I 30 cn cn o o � U) cn � w sW' ' cn w t 20' 20� g rn 1 3 30 13 � 1 'n 1 ' C1 Q •0 1 �a I o I o Ui Go �o v' � �Pr M12 1 11 ; ! 10 m ++ 1 9 I � % 1 I z - I Q I o Q o+ + ►•- �n �' S 1 + 1 � 6 ! g + + 5 ! `'t 1 3"� ,n c�3/ to cn R/W = N 3 <[ Q ► i -t� + + `+ m ' `rn c� cn 0 cn CIO m r �<_ I I I 2 I N i Q Q to to I Q 1 r' ? ' ' ' ' ' `�' u' I `n ' U) ' '¢` 18 DRAIN 0)I '�' a ' JIT r., I C1IT r i i 1 .. 1, I r _ � r .<_ , «, - SEWER .,_ .. C � _. ,; _....0 Y._ _.. . Al ./ _,_ _ , . DARIUS DRIVE GARRISON STREET SEE SHEET 10 USEE SHEET 11 STA. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1, = 50 HORIZONTAL 1" = 5' VERTICAL 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 10+00 11+00 12+00 13+00 14+00 LE.. N ' ABBREVIATIONS i1 F.L. FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL./ELEV. ELEVATION GB GRADE BREAK APPROXIMATE PROPERTY LINE FINISHED SIDEWALK E.P. EDGE OF PAVEMENT Off. FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY © SURVEY MONUMENT /--PIPE SIZE 0 CONSTRUCT STORM DRAIN g"S UTILITY MANHOLE TYPE "A' PER W -WATER S -SEWER C.O.B. STD. D-14. G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. l: EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT �I�NIIN 004GROUNI 0 CEN UNE 8" WATER , t _.. - �.•--Ir WATER w - INV. 24" DR N-- -- -- -- r ._..-- -• INV. 8' INV. I " SEWER o 0wtn z M.W 3 M Z'S C; 00«0 �� —� o � © Z CID 00 —� Z J ZZZ Z —� •� •ZZ W U Z W WV _ O 00 V V .— " 00 'S C1 0 00 = 0 00 to *C .— i`�0 of Q �— M M K co M 0) M M 5 Q W. LLJ �+�1 SQ cn cn W w !ti» INST LL 310. LF OF " PVC WEIR 0 .53% cn W INSTALL 3 0.00 LF F 8" PV SEWER 0 0.35% W INSTALL. 0.00 Lt OF 8" PVC SEWER 0 0.35 cn V) id w w 10+00 11+00 12+00 13+00 14+00 LE.. N ' ABBREVIATIONS i1 F.L. FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL./ELEV. ELEVATION GB GRADE BREAK PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY © SURVEY MONUMENT /--PIPE SIZE 0 CONSTRUCT STORM DRAIN g"S UTILITY MANHOLE TYPE "A' PER W -WATER S -SEWER C.O.B. STD. D-14. G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. l: EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT 15+00 16+00 17+00 LEGEND (CONT -1 i1 ,. ---f TIN' OF MANHOLE/TOP OF CLEANOUT ELEVATION - - - CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. is • S CONSTRUCT SEWER PER C.O.B. STD. -- - - -nlAr� 1011- --'— - - — TRACT BOUNDARY EXISTING SEWER PHASE UNE OEASEMENT LEGEND ® ITEM OF WORK — SEE SCHEDULE SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 18+00 19+00 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 19+50 SCALE: 1 " = 50' 50' 25' O' 50' 100' Know below. beforeCall you dig. 8111111111 �I�NIIN DARIUS DRIVE SEE SHEET 10 Im, im We W N I 11\11—r r1 r WCC / 1W V 1 -.1- - e- - - F.�. _ V7 V n F¢- I v' I `n 5' ��ri cin ! E¢- I I Q ,cncn''•-•-. ` N _ _UNIT� 2�I 20' I z ._ UNIT R,W, i s R%IN UNIT A � / ICEWEB STREET SEE SHEET 12 IRONTOOTH AVENUE 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 STA. 10+00.00 C.L. TO 19+04.43 C.L. SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 LEGEND ABBREVIATIONS INSTA1 237.06 LF OF 2e RGJ- CP 0 -C.70% RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE INSTALL 336.47 LF OF 18" GJ -RCP 0 0.62% SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL./ELEV. INSTALL, 326.47 OF 18 RGJ-RCP 0 0.53 S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY QQ SURVEY MONUMENT /----PIPE SIZE 0 CONSTRUCT STORM DRAIN 80S UTILITY: MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. STD. D-14 G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14 �y 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. 0 EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT �IIII�III zut Z ::gwZ W-�y Z • s st d' N J Q s A r t" C, 0 000 N 0 W e- a- Lo ' x t �0 .- _ 1 Z J J z g „Z_Z wzz z w .o �Z •avow •�� •0 + M W p+ M M M + M M + M M M cq M M M A M M M tw w " o¢wWw coo www WW � w APPROXI ATE FlNI ED <tW LL cn V) GROUND 0 CEN UNE �; '• APPROKIMATE FINISHED -- — --- -` — 8" WATER _ _ _ - �. �► _ _ _ __ _ — _ __ - INV. 18" RAIN r rl.i _ _ _ _ _ _ INV 8 SEWER INV. 24 DRAIN r V 8" SEWER M INV 8 SEWER0 cno W 3 -' 7c z 00 00 o 00� OD4 6-160•» V) o Z ZZ _! W ZZ cd W Z cmw o W w LI O Z �t M N O • -I-M M M Z 46 to. <t 06 06 2 M Q Di M M MM N M M Q M W ; Oftf W •> W w W Q Q cn W W INSTAL!257.0 LF OF " PVC S 0 0.257* 0 cn wAj W INSTALL 326.47 OF 8" VC SEWER 0 0.55X INSTAIL 336.47 LF OF 8 PVC SEWER 0 0.3579 cn Id W 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 LEGEND ABBREVIATIONS UNE BEARING F.L. FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL./ELEV. ELEVATION GB GRADE BREAK P/L PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY QQ SURVEY MONUMENT /----PIPE SIZE 0 CONSTRUCT STORM DRAIN 80S UTILITY: MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. STD. D-14 G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14 �y 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. EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT LEGENQ (CONT.: CONSTRUCTION NOTES �1 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 T M. TOP OF MANHOLE/TO' OF CLEANOUT ELEVATION -- - - CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. • S CONSTRUCT SEWER PER C.O.B. STD. --- - m mmm--- - - --- - - --- TRACT BOUNDARY EXISTING SEWER PHASE LINE OEASEMENT LEGEND Q ITEM OF WORK - SEE SCHEDULE SEC11ON LETTER 2 SHEET WHERE SECTION IS SHOWN SEINER LATERAL LINE TABLE UNE BEARING DISTANCE L1 N 35'02'52" E 35.65' L2 S 0'59'21'° W 44.98' L3 S 45'33'37 E 39.40' STORM DRAIN LINE TABLE UNE SIZE BEARING DISTANCE L4 18" N 16'36'19" W 26.66' SCALE: 1 = 50' 50' 25' O' 50' 100' Know what's b@IOW. 0811 before you dig. �IIII�III -,,� ST� ,ror�,� C0 Q4, on or 0�4( •f 40, '4Z N% At� 4 n 04 O Z R/W 15' 5 -2 29 DENMARSH STREET SEE SHEET 13 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 ICEWEB STREET SEE SHEET 12 ALCAZAR AVENUE STA. 10+00.00 C.L. TO 19+10-00 C.L. SCALE.- 1 50' HORIZONTAL 1 5' VERTICAL ,/ .00 #01 ��g� °off c�- 19 koo / MOWGRAYS STREET SEE SHEET 13 10+00 11+00 12+00 15+00 16+00 LEGEND: INSTAL 237.06 LF OF 24! RGJ-RCP 0 0.51% 34.76' L2 CONSTRUCTION NOTES F.L. FLOWLINE R/W RIGHT-OF-WAY 35,9 T.O.111. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 0 CONSTRUCT NTH DEVELOPMENT OF UNIT 3 C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERUNE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. EL/ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. SM. PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH nRE HYDRANT ammman mmm-- mwmmmw TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT -017 -WAY EXISTING SEWER SURVEY MONUMENTMM /—PIPE SIZE EM MW M PHASE LINE 0 CONSTRUCT STORM DRAIN 8"S —U11LjTy-. I> EASEMENT LEGEND MANHOLE TYPE *A" PER W C.O.B. STD. D-14. G -GAS D -DRAIN ITEM OF WORK - SEE SCHEDULE o Zo z 3r. TYPE "A" PER C.O.B. SM. D-14 SECTION LETTER CONSTRUCT SEWER MANHOLE TYPE "A" A ESHEET PER C.O.B. SM. SW -4 AND SW -5. 2 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. WHERE SECTION IS SHOWN EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT C4 cS 0 NN z < 0 Ob- zqN bb v- r - FINISHED- + + "I GR ND 0 CE14TERUNE v- > APPROXIMATE nNISHED m IV) 5 L Wk UNU 9 U.N I MW �f cn LU LU in -j -j (n W W Fr.O. 8' WA TI I? Me . . ......... ............ .......... . . ............. ...... . . .......... .......... 8v A—'— '-INV. 8" SEWER INV. 0 MUM Lv . .......... cnW INV . 2,C DR kIN c 10 0 -:1: Uj z r: uj LOW* 3: c; Lc 0000 C OD md 00 U) 0000 00 Z ZJ >: �- Z Uj 0 iN 'N FL 10 00 00 00 Uj W 0 Ti -v Uj 00 z 0 -0 Z.q "q '**� c� — z Ui Mto ton +R50C4 Nen n W W. W H Ui -J WAi _j W� W w - :::i W Ll W .-i -i cn W W INSTA� 257.06 LF OF PVC 0 -0.257. W INSTAW 331.47 IIF OF 80 PVC SEW13R 0 0.8 % INSv LLL 331.4: LF OF F PVC S WER 0 005% cn En Id W 10+00 11+00 12+00 15+00 16+00 LEGEND: LINE BEARING LEGEND (CONT.): Li ABBREVIATIONS 34.76' L2 CONSTRUCTION NOTES F.L. FLOWLINE R/W RIGHT-OF-WAY 35,9 T.O.111. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 0 CONSTRUCT NTH DEVELOPMENT OF UNIT 3 C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERUNE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. EL/ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. SM. PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH nRE HYDRANT ammman mmm-- mwmmmw TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT -017 -WAY EXISTING SEWER SURVEY MONUMENTMM /—PIPE SIZE EM MW M PHASE LINE 0 CONSTRUCT STORM DRAIN 8"S —U11LjTy-. I> EASEMENT LEGEND MANHOLE TYPE *A" PER W -WATER S -SEWER C.O.B. STD. D-14. G -GAS D -DRAIN ITEM OF WORK - SEE SCHEDULE CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. SM. D-14 SECTION LETTER CONSTRUCT SEWER MANHOLE TYPE "A" A ESHEET PER C.O.B. SM. SW -4 AND SW -5. 2 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. WHERE SECTION IS SHOWN EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT 19+00 O Ui 0) cn 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 Fos SEWER LATERAL LINE TABLE LINE BEARING DISTANCE Li N 18'56'39' W 34.76' L2 N 45*59'21* E 31.87' Know what's below. Call before you 1ig. 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 rA� SECTION 8 J SCALE: 1 50' HORIZ. 1 5' VERT. DENMARSH STREET MOWGRAYS STREET SEE SHEET 13 SEE SHEET 13 5. R/W 29 R/W R/W 5' Of _j R/W Lq F-: 0 4m _j F-: 20J _j 5 309 1 0' a ee)) Cil I I _j _j F-: x ,q C) Cl 0 Cl 10 if 0 _j CD CD LO o x c� N _j 30! 3WO' 0i 0 CD CD 0i g -- CD CD CD too C) LLI M> Nrn C) 01 m 0') 04 C14 6 c3i 0; clill Cl 0 d C14 Z Ck 04 c%j Ui Ix 1- 0 W 8 = (j L': >. U3 _j UJ CN CD 1,415� W C14 6 0i a m W z Uj z CN IN Uj c:1 13 58 Wfe W-1 -4 Ld W 57 1 56 55 54 1 53'5 z c, u, 51 5 0 1 49 48 gooff< F: U-In2 En :;z 60 J -4 m 10 + "c' LID C3 0 W a Q to n to W Lill: a Co _j r614 (./) 01 P c� a c'! C4 V� Z LO L6 0 U) _j CNJ & n n Ld oc;d Z Cl U') CNJ 111) :c C44 vc+2 zi inn 0- c; <00 I cs 0606 C-4 v - W + 110 r_1 + + Q LO 0i z L0 UP + 0i 00 Lq a W 28 C%4 + + 4 cy) I'll- � CD (f) Nr + V) + + + 0) L0 0) C> CL c) C14 + r_ 2 6 04 + + + I ff) I I 'V) 'cn = LMLJ + co co + + + + W :z a v- v- (0 (0 00 5$ co < Z R/W 1-- U) %F.P %p.- - cun) c n cn cn cn R/W U) (n cn R/W En En Cn U) U) AMOM 18" DRAIN :Fr- 11_*�tWML- IT- —tomkic J"m + j N89'00'39"W 12+00 , 8 WER 306.67' IN 311.14' — N89W39*W 8* SEWER -A 306.67' N891009 x o N89'W39-W f 1T DRAIN 1 253.39' 1 27 • 352 CNI 0 348 cQ ru 0 346 344 344 —Z . LLJ 340 340 W _j 0 0 336 336 o Moo dc;— 32 332 Z Ui t(i ++ 328 J 326 0 4m p co cl a cl 322 EDGE OF PAVEMENT 9 Wmoo`'+ 318 �T c*4 DESIGN WATER SURFACE C/G z r EX. RIGHT-OF-WAY 40 cn C3 LL *V.45 LF OF 1 'x ` SUMP LOT wA0 =5 r": M W -WATER S -SEWER CID 14 i0 C.O.B. STD. D-14. G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE "A* PER C.O.B. STD. D-14 CONSTRUCT SEWER MANHOLE TYPE *9 RGJ-RCP 1) -0.16% 1 INSTALL 253.39 IF OF 18" RGJ-RCP 0 0.127, -RCP 41 0.11% EXISTING SEWER CLEANOUT IIIIIIIIII to to Z n Uj Z 0 z Of 31: L&J Z 02., P d Z M tq n z V) e�' 5 to 0 N c*4 _j 0 rA� SECTION 8 J SCALE: 1 50' HORIZ. 1 5' VERT. DENMARSH STREET MOWGRAYS STREET SEE SHEET 13 SEE SHEET 13 5. R/W 29 R/W R/W 5' Of _j R/W Lq F-: 0 4m _j F-: 20J _j 5 309 1 0' a ee)) Cil I I _j _j F-: x ,q C) Cl 0 Cl 10 if 0 _j CD CD LO o x c� N _j 30! 3WO' 0i 0 CD CD 0i g -- CD CD CD too C) LLI M> Nrn C) 01 m 0') 04 C14 6 c3i 0; clill Cl 0 d C14 Z Ck 04 c%j Ui Ix 1- 0 W 8 = (j L': >. U3 _j UJ CN CD 1,415� W C14 6 0i a m W z Uj z CN IN Uj c:1 13 58 Wfe W-1 -4 Ld W 57 1 56 55 54 1 53'5 z c, u, 51 5 0 1 49 48 gooff< F: U-In2 En :;z 60 J -4 m 10 + "c' LID C3 0 W a Q to n to W Lill: a Co _j r614 (./) 01 P c� a c'! C4 V� Z LO L6 0 U) _j CNJ & n n Ld oc;d Z Cl U') CNJ 111) :c C44 vc+2 zi inn 0- c; <00 I cs 0606 C-4 v - W + 110 r_1 + + Q LO 0i z L0 UP + 0i 00 Lq a W 28 C%4 + + 4 cy) I'll- � CD (f) Nr + V) + + + 0) L0 0) C> CL c) C14 + r_ 2 6 04 + + + I ff) I I 'V) 'cn = LMLJ + co co + + + + W :z a v- v- (0 (0 00 5$ co < Z R/W 1-- U) %F.P %p.- - cun) c n cn cn cn R/W U) (n cn R/W En En Cn U) U) AMOM 18" DRAIN :Fr- 11_*�tWML- IT- —tomkic J"m + j N89'00'39"W 12+00 , 8 WER 306.67' IN 311.14' — N89W39*W 8* SEWER -A 306.67' N891009 x o N89'W39-W f 1T DRAIN 1 253.39' 1 27 • 352 CNI 0 348 cQ ru 0 346 344 344 —Z . LLJ 340 340 W _j 0 0 336 336 o Moo dc;— 32 332 Z Ui t(i ++ 328 J 326 0 4m p co cl a cl 322 EDGE OF PAVEMENT 9 Wmoo`'+ 318 �T c*4 DESIGN WATER SURFACE C/G z r EX. RIGHT-OF-WAY Qmcn cn C3 LL *V.45 LF OF 1 'x ` SUMP LOT wA0 =5 r": SEE SHEET W -WATER S -SEWER CID 14 i0 C.O.B. STD. D-14. G -GAS D -DRAIN CONSTRUCT CATCH BASIN 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 334' 334 32 332 330 330 328 328 326 326 324 324 322 EDGE OF PAVEMENT 320 IN AM -MA 318 �T 316 ENIN 10+6_0 ftl LIM _7F 14+00 S89W39"E 15+00 /W n' R Cl C) C) c! 0 C) 0i I r4) Ld Of c; 1-: Of Of Of C-2 Uj v U) U) c*4 vi v U') z C5 d (.0 0 Uj 61 L0 0 z cj W(D Z 26 25 1 d 24 1 11� Co z On 44ror Uj CD ?) _j "l! 1 21 CS + ri + + cli T c%4 20' 21Y m + I U") + C:k + cn (n cn C -i F_ < UJ ate" + D'c ow- (n cn R/W 0 W U) v U cncn :z 0 M A < Nr R/W cn 23 J NIT NORDENVAI F STREET (N OT A PA RT) (NOT A PART) + 16+00 598-86" 17+00 F-: S SEVER 18+0( C1 C> C> CD CD a Of I of Uj W wcn 1 20 8 QUENTARI AVENUE STA. 10+00.00 C.L. TO 19+10.00 C.L. SCALE: 1° = 50' HORIZONTAL 1" = 5' VERTICAL UNIT U 1\1 I T 'E-) (N OT A PART) S _306.67 14 lhdi *Il pQ 40, cs U -S + 16 15 1 CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION & INVERT ELEVATION PRIOR TO BACKFILL. lun, ma 13+00 14+00 LEGEND: ABBREVIATIONS LINE BEARING F.L. FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL/ELEV. EI_EVA-n0N GB GRADE BREAK PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH IN AM -MA FG-10F"i �T D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY SURVEY MONUMENT /—PIPE SIZE LL *V.45 LF OF 1 8's —UTILITY: MANHOLE TYPE *Am PER W -WATER S -SEWER C.O.B. STD. D-14. G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE "A* PER C.O.B. STD. D-14 CONSTRUCT SEWER MANHOLE TYPE *9 RGJ-RCP 1) -0.16% 1 INSTALL 253.39 IF OF 18" RGJ-RCP 0 0.127, -RCP 41 0.11% EXISTING SEWER CLEANOUT IIIIIIIIII to to Z n Uj Z 0 z Of 31: L&J Z 02., P d Z M tq n z V) 5 to 0 N c*4 _j 0 Lid UjS7 _j 0 to 00 re) Uj LJLJ Z 04 ei >: >: '. (A z 10 r-CID• Li LAJ m - Z z :4 = = �z t — Q n ci c*4 LLJ _j U: -U-) Z q 'o 10 z co Co. rl� 'c (000 n Z 0 P� ;_r Lic) 04 7) C-4 v- IA M LL: 1.1 ir•m 0+ C-4 N 04 f) m+ c, 04 04 r- to 04 m+ Nj It) csi < v) 0) GROUNI A 0 CEN ISHM RUNE 0 n n n m W (Y 10 < Gj ;j 61 _j _j FA Gi - W Uj 0. 04 r- + AWROXIMAM GR ND 0 CENTERLINE HNISHED 44 _j _j 0 )ZOW V= W Jd W cnv) , U Uj 1 2-�4 W cn cn L. ...... _F INV. 11"DRAIN INV, 8* SEWER K e SE NER INV. 1 DRAIN `T1 INV. 24 DRAIN 2 _j 't C4 7c c W z Lc c% 0 0 W (00 04 UJ N 31: z to tr m 00 c 0000 p OD 10 OD Z» .1d (3 5 z z 0 >; LAJ z z14J z z W _j X Z c -'t c IP Z D OD z L0 0� < tr c V_ V_ 0 NCV < 0 f"i < 1w) M nre) P6 P6 f6 05 — d) 0 r6 M C Ck 0: W>: >: L< > > < iLi W Ld LLJ LAJ LAJ AJ LAJ INST 306.6"41 LF OF ir PVC SEWER 0 0,25% cr v)'W W INSTALL 306.67 LF Off 8" PVC SEWER 4 0.257. W 14STALL 306.67 LF OF 8' PVC SEWER 0 0.25% cn 0 la Q CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION & INVERT ELEVATION PRIOR TO BACKFILL. lun, ma 13+00 14+00 LEGEND: ABBREVIATIONS LINE BEARING F.L. FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL/ELEV. EI_EVA-n0N GB GRADE BREAK PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH nREHYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY SURVEY MONUMENT /—PIPE SIZE 0 CONSTRUCT STORM DRAIN 8's —UTILITY: MANHOLE TYPE *Am PER W -WATER S -SEWER C.O.B. STD. D-14. G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE "A* PER C.O.B. STD. D-14 CONSTRUCT SEWER MANHOLE TYPE *9 PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT 15+00 16+00 17+00 LEGEND (CONT.): �qr.O.A#- 5 TION TOP OF MANHOLE/TOP OF CLEANOUT ELEVA CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. CONSTRUCT SEWER PER C.O.B. STD. TRACT BOUNDARY -------- ------- EXISTING SEWER PHASE LINE OEASEMENT LEGEND ITEM OF WORK - SEE SCHEDULE SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 CONSTRUCT WITH DEVELOPMENT OF UNIT 3 STUB & PLUG WITH DEVELOPMENT OF UNIT 3 EXTEND WITH UNIT 4 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 19+00 19+50 SEWER LATERAL LINE TABLE LINE BEARING DISTANCE Li S 12*55!20* E 44.49' L2 I S 39*23'55" E 30.36' STORM DRAIN LINE TABLE LINE SIZE BEARING DISTANCE L4 18" S 21'43'47" E 44.45! LEGEND OSTA. 10+62.75 C.L. 5.00 LT., ELEV. 329.34' SCALE: 1 = 50' 50' 25' ot 50' 100' Know what's below. Call before you dig. IIIIIIIIII BUENA VISTA ROAD DARIUS STREET SEE SHEET 14 SEE SHEET 10 „ t W < .-10+00S89'00'39*E 11+00c"' W\ - - — - — -4 a JS,8 -10 N89-00',39 SEWERC CN U-) + < Ui aC c34W W M __4 no 352 SIZE 350 -.4. c6 C14 tan -cD -Q. OW 346 15.06 344 SMH 342 _j10 c 01 s 00 a SDMH 338 cn 336 CB 334 c%j :z G8 330 z< 11 328 S/W W)Ui C3 cS LAJ Z. 20, 0, C3 10L CD =m C1 VERIFY INVERT ELEVATION OF EXISTING 48" SEWER 322 MAIN AT TIE-IN LOCATION D.W.S. 04CS! ED U_ aq . 30 30, 0 Z: -:C: + C4 318 Ix 316 ;;z cn r.: r, W r- P- U_ L" ca + + + + 314 f. 312 �� M zi n OD cc W -WATER S -SEWER cn + cn W � L" I I 32 cn, c"!2 C1 v- v- a- Cub C1 + c*4 cp Co cn En 0 cn M W) IT iQ cn x PER C.O.B. SM. SW -6. 5' 1 EXISTING SEWER MANHOLE X W < .-10+00S89'00'39*E 11+00c"' W\ - - — - — -4 a JS,8 -10 N89-00',39 SEWERC CN U-) + < Ui aC c34W W M __4 no oil R/W _N2 352 SIZE 350 DISTANCE 348 IN STALL 52,75 346 15.06 344 SMH 342 5' 340 SDMH 338 0 -0.1 336 CB 334 EL/ELEV. 332 G8 330 c� 328 S/W 326 PRIOR To CONSTRUCTION, 324 CONTRACTOR IS TO FIELD FIRE HYDRANT VERIFY INVERT ELEVATION OF EXISTING 48" SEWER 322 MAIN AT TIE-IN LOCATION D.W.S. AND NOTIFY THE ENGINEER 320 OF MY DISCREPANCIES 0 Z: -:C: cf) 318 SURVEY MONUMENT 316 314 f. 312 00 00 zi n oil R/W _N2 66 W1 I R/W 76 er DRAIN 16 ENA VISTA R6Ab AtI UJ J7EET SEE SHEET 14 SEE SHEET 10 H 0 B L I N (4j"' WWW A Y STA. 10+00.00 C.L. TO 12+24.77 C.L. SCALE: 1 = 50HORIZONTAL 1 = 5' VERTICAL cn SIZE BEARING DISTANCE mQ IN STALL 52,75 O 15.06 ELEVATION SMH 890OV39 5' TOP OF MANHOLE SDMH cj C3 17 0 -0.1 INVERT CB CATCH BASIN EL/ELEV. ELEVATION G8 GRADE BREAK c� ++ S/W SIDEWALK 66 W1 I R/W 76 er DRAIN 16 ENA VISTA R6Ab AtI UJ J7EET SEE SHEET 14 SEE SHEET 10 H 0 B L I N (4j"' WWW A Y STA. 10+00.00 C.L. TO 12+24.77 C.L. SCALE: 1 = 50HORIZONTAL 1 = 5' VERTICAL 10+00 UT1111 12+00 352 350 348 346 344 ,342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 312 ,z.i n 12+75 Jilt 352 350 348 346 344 342 340 338 336 334 33q 19t LINE SIZE BEARING DISTANCE Li IN STALL 52,75 LF 0 18" 15.06 ELEVATION SMH 890OV39 5' TOP OF MANHOLE SDMH -RC 0 -0.1 INVERT CB CATCH BASIN EL/ELEV. ELEVATION G8 GRADE BREAK c� PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE 0 z W CURB & GUTTER 0 Z: -:C: cf) SURVEY MONUMENT /—PIPE SIZE CONSTRUCT STORM DRAIN f. 00 00 MANHOLE TYPE '"A" PER OD cc W -WATER S -SEWER C.O.B. SM. D-14. G -GAS D -DRAIN mom CONSTRUCT CATCH BASIN v- v- TYPE *A* PER C.O.B. SM. D-14 c*4 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. SM. SW -4 AND SW -5. k1amn CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. EXISTING SEWER MANHOLE X EXISTING SEWER CLEANOUT • l 0 a0 0 APPROXI N GROUND 1) ATE FINIME-D14-14, CENTER NE + po 0) v- W) n + M n W W ¢ W U W (Ar W W to WEI W, '�Illlti 8" PVC SEWER 0 0.35% INV. 18 DRAIN) 41 . ....... . .......... INV. r SEWER W z 10� 0- 5; a. x x WW _0 a < W En 0 tnwzcn C c z cn 3::1 o 00 U' 10D 00 OD 00 00 00 Z W _j U)z x z 0 o 3: W z a 04 ' 04 P� O04q P� z 0(6 + 04 Cq C-4 cl, to fn0404 0 W v - r-= •w U) v~i W Ww W INST 183.64 OF 8" PVC SEAER 0 0.35% W �Z cncr WWW 10+00 UT1111 12+00 352 350 348 346 344 ,342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 312 ,z.i n 12+75 Jilt 352 350 348 346 344 342 340 338 336 334 33q 19t LINE SIZE BEARING DISTANCE Li 18" N 0'59'21" E 15.06 ELEVATION SMH 890OV39 5' TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL/ELEV. ELEVATION G8 GRADE BREAK PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY SURVEY MONUMENT /—PIPE SIZE CONSTRUCT STORM DRAIN f. MANHOLE TYPE '"A" PER W -WATER S -SEWER C.O.B. SM. D-14. G -GAS D -DRAIN mom CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. SM. D-14 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. SM. SW -4 AND SW -5. k1amn CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. EXISTING SEWER MANHOLE X EXISTING SEWER CLEANOUT • JJ 3-5-2 350 348 346 344 342 340 338 336 334 lz-zn SECTION SCALE: 1 50" HORI Z. 1 5' VERT. STORM DRAIN LINE TABLE LINE SIZE BEARING DISTANCE Li 18" N 0'59'21" E 15.06 ELEVATION SMH 890OV39 5' LEGEND F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL/ELEV. ELEVATION G8 GRADE BREAK PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY SURVEY MONUMENT /—PIPE SIZE CONSTRUCT STORM DRAIN 80S —UTILITY: MANHOLE TYPE '"A" PER W -WATER S -SEWER C.O.B. SM. D-14. G -GAS D -DRAIN mom CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. SM. D-14 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. EXISTING SEWER MANHOLE X EXISTING SEWER CLEANOUT GARRISON STREET SEE SHEET 11 J40+00 S89W'39"E 04 1 1 _%. 11 +00 150.62P N 4 SEWER 145.62z$ OUN J NIT p S CAP 8' SEWER STUB 7 j z W N89*00'39"W C)AT TRACT < c1q 8 aG N 0 CD . . . . . . . . . . . . . . . . . . . . . . . . . 00 + UIT Z R/W C> cn 14, C) •>_ R/W v- Ui M ac + C3 1 30 r 59dos m 59 Z 9i 0 < Q+ + W) cn cn .1e GARRISON STREET SEE SHEET 11 LEGEND (CONT.): T,0M. ,. ,619 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. SM. N CONSTRUCT SEWER PER C.O.B. SM. TRACT BOUNDARY --- ----- EXISTING SEWER M M PHASE LINE OEASEMENT LEGEND ITEM OF WORK - SEE SCHEDULE SECTIONLETTER 2SHEET WERE "SECTION IS SHOWN ANIAK -RIVER WAY STA. 10+00.00 C.L. TO 11+50.62 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 346 344 342 340 338 336 334 332 330 328 326 346 344 342 340 338 CAP 9" SEWER STUB AT TRACT BOUNDARY 336 334 332 330 CONTRACTOR TO HAVE 328 A LICENSED SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF SEWER STUB 326 PRIOR TO BACKFILL. 10+00 11 00 11+75 Know what's below. C8I1 before you dig. mok N • • '�Illlti 8" PVC SEWER 0 0.35% 346 344 342 340 338 CAP 9" SEWER STUB AT TRACT BOUNDARY 336 334 332 330 CONTRACTOR TO HAVE 328 A LICENSED SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF SEWER STUB 326 PRIOR TO BACKFILL. 10+00 11 00 11+75 Know what's below. C8I1 before you dig. 352 350 348 346 344 342 340 338 336 334 32 rA SECTION 10 SCALE: 1 » = 50' HORIZ. 1 5VERT. 354 352 350 348 346 344 342 340 338 336 INSTALL 15.00 IF 1- 'PCEA OF 18" n 1 `40' BEARING F.L. FLOWILINE INSTALL 322.71 LF OF 6 0 10 vi 0 z lij cn wo juja 3 r. • ELEVATION - o (0) D 00 LF OF 24* >: OD < Z z • C5 W W, z - to zri W..- 1W cn 257.31 0: lb O+ n 0) m 05 n PROPERTY LINE S/W =1 US f) m W•W �? . W 0- W 0j _j _ w `n w < 0 W _j z aw . DESIGN WATER SURFACE C/G CURB & GUTTER XRW` EX. RIGHT-OF-WAY co /-PIPE SIZE ;A CONSTRUCT STORM DRAIN 8*S -UTILITY.- t1 V. W D*N MANHOLE TYPE *A" PER 35 35 35 34 34 34 34 34 33 33 33 15 342 340 338 336 354 334 352 332 350 348 346 344 342 4 340 2 338 0 336 8 334 6 332 4 330 2 328 0 326 8 324 6 322 334 4 SECTION 320 10.) SCALE: 1 = 50' HORIZ. 1"=5' VER T. 318 316 9+00 HOWNG STREET SEE SHEET 9 GORGUM AVENUE SEE SHEET 5 DARIUS STREET STA. 10+00-00 C.L. TO 19+00.10 C.L. SCALE: 1 50' HORIZONTAL 1 5' VERTICAL EVERCLEAR AVENUE SEE SHEET 4 z 0 z 5 C>/ NW c> luiw 0 M .W 0 cn lz a- C. 23 W LO cy) 0) d cs 00 +00 + 6 a ++ V) 11.- 15 0 cn czo cn cn .0I LEGEND. ABBREVIATIONS 17+00 BEARING F.L. FLOWILINE INSTALL 322.71 LF OF 2e RCJ-RCP 0 0.46% W ELEV. ELEVATION INSTALL 137.29 LF OF 24* RGJ-RCP 0 0.16% INSTALL 192.75 LF OF le RGJ--RCP 0 (01% CB CATCH BASIN INSTALL 257.31 LF OF 18* RGJ--RCP 0 0.337C PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW` EX. RIGHT-OF-WAY co /-PIPE SIZE 0 CONSTRUCT STORM DRAIN 8*S -UTILITY.- 9.6 MANHOLE TYPE *A" PER lu Z W -WATER S -SEWER N 0#5857" E 77.89' C.O.B. SM. D-14. G -GAS D -DRAIN CONSTRUCT CATCH BASIN M. TYPE *A* PER C.O.B. SM. D-14 UJ CONSTRUCT SEWER MANHOLE TYPE "A" z PER C.O.B. SM. SWI AND SW -5. Z j CONSTRUCT SEWER CLEANOUT C3 0 PER C.O.B. SM. SW -6. z 9� ca EXISTING SEWER CLEANOUT N IIIIIIIIII z Li 0 C C4 c5 wo _j 0 t(i 00 1* :z lb C4 0 00 0c "tot W 00 OD W cr_ Lq . a a OD N N N v- N v- v- C4 v-, W V_ cc: 0 > ZZ cr_ C4 WS Lc )l zzz Ic > z z z z 2: 4' 0 0 z z Z '00 U0_ C ;5 zplk 0Nw '0_0 ,q W 0 _n _c4 Z x) CID M �q, 4. :R S a. to co 0; cr_ r, C4 cV L4 ZZ IF Z v U*) 6 L6 tr Z 0 C4 1- 0 co U 0 111 n te) n W V) cl + n n te) re) n n :;c F= r- + ff a F n "E"i M + n K 0) n re cr 0 s o- cn_ V_ P-4 WW :;;z r= Vm to F- >; 1_� >: WWW cn 4 W W W LL - . W U cn _j _j V W W IWO a -I + 5 5,`ll _j www OW = W IL F- F- _j W W cf) W _j _j W W 4PPROXIM, mWmmLaNM �TE FINISI ED NE_ At`;� _j A. -I p W UL APPROXIMATE FINIMED GROUND 0 CENTERLINE cn)0- 0:z 5 00- ;q 4<�01, 0 cn1 41 -__ -r 2 . . ....... .... -- _4 _21 :A TT_ ........... ........ INV. 'Ir DRAIN F_ `-INV. l8w DR NN .......... W cj IIIIV. 24! DRAIN I ....... 1111. 24 !�_.DRA N 0) NN 0 INV. 8 ' SEWER I TqMPORARY SUMP M + INV. 80 SEWER INV. fr SEWER - .......... <cn cn 4-- . ..... ---------- 40 W 2: 0 Z _j INV. SEWER z 14.1 I 00 Ot I =)Uix 0 (A z cn 0 INV. 8" SEWER 0 z a 00 00 0 0 W (r) Z 3: _j cn 0 00 3__ _j W c z ->z cjUit 2 * 0 z cn �r. C4 z W cn 0 z (n • - r"l go q W cn cs - R 10 "m j ->z 0 z cn I C.) h: co z 00 -C)o 0 to t a a '. (00000 (/) z U OD 00 00 0 vi It It . 0000 _j 0 CL Cl <0 z 00 00 If) v tA4 C6 Z Z153,1: _j z + 0 evi rr af 00 c,4 c4 W 0 111 tIr �g c5 0! c! 14) r-. r-. :c 00;v v W D j p.. z 5 C-4 W _j 0 C; 0 0 0 z Z_ m _j ov- W + C4 cq Z < 1 0 00 =a) "I• Cn Z L oo x d R N zq �q X Z * NMN C-4 z: zo zo r- r- P- cn F< C5 ma01 Z'l N > > 75 mc + to c III c -i n I U? 1-w r- - z n (1) WCL o- WW 04 111 r) n CL T_ La W _j F - j _j >-: co co m + ckj ci 4 MMM 14) 0) 14) 0( MM _j _j (n LLJ W W < W LJ W C) culn) LU_ :r= I 0- cr_ INSTALL 150 LF OF INSTALL 150.00 LF OF Lli 1,24 >; W-3 �i INSTALL 154.68 LF OF INSTALL 145.42 LF OF Wc- III" LU _j _j INS LL 12519 LF OF 8" PVC � EWER 0 (n C:lvdij W W Ji L -q Lq W LU INSTA 164.11 Y OF 8' PVC SEWER 0 - 8* PVC SEWER 0 -0.35% Acn, cn I. J W W 8" PVC SEWER 0 0.35% cnct WWW 8' PVC SEWER 0 0.35% (n _j _j WW 8" PVC SEWER 0 0.357 cn V WW LEGEND. ABBREVIATIONS 17+00 BEARING F.L. FLOWILINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H.M.H./MHMANHOLE W ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL/ELEV. ELEVATION GB GRADE BREAK PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW` EX. RIGHT-OF-WAY SURVEY MONUMENT /-PIPE SIZE 0 CONSTRUCT STORM DRAIN 8*S -UTILITY.- 9.6 MANHOLE TYPE *A" PER lu Z W -WATER S -SEWER N 0#5857" E 77.89' C.O.B. SM. D-14. G -GAS D -DRAIN CONSTRUCT CATCH BASIN M. TYPE *A* PER C.O.B. SM. D-14 UJ CONSTRUCT SEWER MANHOLE TYPE "A" z PER C.O.B. SM. SWI AND SW -5. I j CONSTRUCT SEWER CLEANOUT 0 PER C.O.B. SM. SW -6. EXISTING SEWER MANHOLE ca EXISTING SEWER CLEANOUT 10+00 11+00 LEGEND (CONT.): T.0.114. TOP OF MANHOLE/TOP OF BOUT ELEVATION CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. • S CONSTRUCT SEWER PER C.O.B. SM. TRACT BOUNDARY EXISTING m wSM H.m . PHASE LINE OEASEMENT LEGEND ITEM OF WORK - SEE SCHEDULE SECTION LETTER rA 2 SHEET WHERE SECTION IS SHOW CONSTRUCTION NOTES O CONSTRUCT NTH UNIT 1 & REMOVE NTH UNIT 2 CONSTRUCT WITH UNIT 2 & REMOVE WITH UNIT 3 13+00 co V_ Q 00 4m 00 z cn 14+00 6' CHAIN LINK FENCE S 2-06-12- W 205.93' I N 017'52- W 177.92' TEMPORARY SUMP VOLUME REQUIRED:1.80 AF VOLUME PROVIDED:1.87 AF TO BE CONSTRUCTED WITH UNIT 2 & REMOVED WITH UNIT 3 (SUMP NOT REQUIRED IF UNIT 3 IS DEVELOPED WITH UNIT 2) 12'X12'Xl' RIP RAP S 0�926* W 170.73' N 0*5925" E 205.90' x x x U_ 0 E DETAIL 10 TEMPORARY SUMP SCALE: 1 30' 16+00 17+00 BEARING DISTANCE DISTANCE N 73054'11* W it N 84'46'51* E N 611:2'32* W 22.55 W S 89*00'39" E 15.0 TO BE CONSTRUCTED, WITH LLJ q co Ul 4m c, W UNIT 1& REMOVED 0) 00 L cc is i WITH UNIT 2. V-- 14.9 (SUMP NOT REQUIRED P Cl -c > c, , k . L c, Q cq NS N N UNIT 1 p co cn cn 00 PAD 18+00 VARIES 10'-18' .-,7 mLai I fl;_ BOTTOM ELEV. = 333.29' (F SECTION 10) TEMPORARY SUMP SCALE: N.T.S TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 1.80 AF AREA: 15.78 AC, C=0.76 (15.78)(0.76)(0.15) = 1.80 AF VOLUME PROVIDED: 1.87 AF AREA(MID) 0.374 AC 0.374 X 5.0 1.87 AF 67'-71' 354 352 350 348 SEWER LATERAL UNE TABLE LINE BEARING DISTANCE DISTANCE N 73054'11* W 34.43' N 84'46'51* E N 611:2'32* W 22.55 STORM DRAIN LINE TABLE LINE SIZE BEARING DISTANCE L3 18" N 84'46'51* E 41.24! L4 W S 89*00'39" E 15.0 N Ops' E 96.86 7 6' CHAIN LINK FENCE 00 46 DETAIL 344 10 TEMPORARY SUMP SCALE: 1 30' 342 340 c 338 6' CHAIN LINK FENCE 336 334 332 330 328 326 324 322 320 318 316 19+50 18, 93.95' BOTTOM ELEV. 3 -4- 34.20' SECTION 10) TEMPORARY SUMP SCALE: N.T.S TEMPORARY SUMP CALCULATIONS. VOLUME REQUIRED: TEMPORARY SUMP 0) VOLUME REQUIRED: 0.91 AF AREA: 8.47AC, C=0.76 (8.47)(0.76)(0.15) 118'" VOLUME PROVIDED.- 0.98 AF AREA(MID) 0.207 AC rs VOLUME PROVIIDED:0-98 AF a? AF us TO BE CONSTRUCTED, WITH W W UNIT 1& REMOVED C 0) 4 L cc is i WITH UNIT 2. V-- 00 (SUMP NOT REQUIRED P J -c > o IF UNIT 2 IS CL z N UNIT 1 p cn cn 00 z Cb 00 9.6 lu Z r*_ N 0#5857" E 77.89' to M. N Ops' E 96.86 7 6' CHAIN LINK FENCE 00 46 DETAIL 344 10 TEMPORARY SUMP SCALE: 1 30' 342 340 c 338 6' CHAIN LINK FENCE 336 334 332 330 328 326 324 322 320 318 316 19+50 18, 93.95' BOTTOM ELEV. 3 -4- 34.20' SECTION 10) TEMPORARY SUMP SCALE: N.T.S TEMPORARY SUMP CALCULATIONS. VOLUME REQUIRED: 0.97 AF AREA: 8.47AC, C=0.76 (8.47)(0.76)(0.15) = 0.97AF VOLUME PROVIDED.- 0.98 AF AREA(MID) 0.207 AC 0.207X4.75'=0.98 AF CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION & INVERT ELEVATION PRIOR TO BACKFILL. 9.5' 6' CHAIN LINK FENCE 1000, PAD SCALE: 1 50' 509 25' 00 50' 100' Know what's b@IOW. Call before you dig. 1.2-6577 Ph 1 5 CITY RECORDS NO: 0) 0 < 0 z 0,0 0 Z L. I < < W W 00 T_ _j V_ W (0 0 E 0 0 W < ou 0 3: i i U. us ilii cc to to z z it J -c > x CL z W LU j Z 0 lu Z r*_ Im: to M. UJ z LU co I j 0 ca IIIIIIIIII 3: C) lac U. us cc to to z z it J -c > x CL z W LU j Z 0 lu Z r*_ Im: to M. UJ z LU co I j 0 ca 3: C) W U. JOU 354 352 350 348 346 344 342 340 338 336 Jjv 354 352 350 348 346 344 342 340 338 336 334 334rA SECTION 11 SCALE: 1 50' HORIZ. 1 5' VERT. 5 222.79 LF OF le RGJ-RCP 41 3 �'i' LENGTH RENZI] ��°� 02 V.- C) cl) C5 ym cn, :;c- 0 Ui X C; g Lij Ln Ui U) CR C> 0 C5 4 + + Lci Irk 0) pe) cn 2 +C)aC 8.74! 1 2272635" C4 TO BE CONSTRUCTED WITH UNIT 2 & 13.70' >_ g-rn a 1 22*2535" REMOVED WITH UNIT 3. (SUMP NOT -C> 00 oo 00 REQUIRED IF UNIT 3 IS DEVELOPED c pi 4m 04 .0 m .0 M NTH UNIT 2) c3 N 0*59"21 co E z 00 cn 00 cn 10.57' C2 C4 S 0*59'21 * W 0F 19.65'" ci 0400 00 Z CC Jjv 354 352 350 348 346 344 342 340 338 336 334 334rA SECTION 11 SCALE: 1 50' HORIZ. 1 5' VERT. 5 222.79 LF OF le RGJ-RCP 41 3 �'i' LENGTH o ��°� 02 V.- C) cl) C5 ym cn, :;c- 0 Ui X C; g Lij Ln Ui U) CR C> 0 C5 4 + + Lci Irk 0) pe) cn 2 +C)aC 8.74! 1 2272635" C) C1 rn 0( GORGRUM AVENUE EVERCLEAR AVENUE SEE SHEET 5 i SEE SHEET 4 . . ............... . c%1 R/W ca R/W R/W R/W 3 22 29 z a): I-- , I- I m -4- 27 N zz cz> m I - "" I 1- 15 11 00 , CD cn . 0-% 1 1 BROKEN LANCE AVENUE SEE SHEET 3 ' 4 R/W W 5" C-) + _j < t 00 mce V) j20' 5' cr 0 Ui -420' 0 2 1 59 1 U-5 11 k2o 4 _j cj 30, -cc 30 0 C.3 20 20' cn 0 8 4 _j M OC) 88 C> c� W r., J, to 0 1 ci I I F I- C> c> En + + W + 0 d C; C1 + + A C, 0: mv- t2 + + T_ 0 cs 2 = '-- rB 30 z 28 21 �1 co CD 16 10 1 19 cn cn 19 P, t; cf) Ck R/W 6 g: cn cn .0 0 cn cn cnn yap, 0) R/W 00 00 00 R/W z Z p to 0 -0 R's - i . + 8* DRAT 11+00 NOO-5 '21 *E 222-. 12+00 9 + --170.04!- 15+0 00*59'21"E-' 129.96' 00 144-00 NOO*59'21*E 300.00' *59WE 6" SEWER 10C I . - I- - - 17+00 NOO-59'21mE 300.0v 6 164f. cno SEVIER 129. - - -I- - - - - - - - -7] - . SO*59'21*W I i.04! SEWER 100.009 '18+00 01 C4 Soo* *21 + to c4 6 S0059'21'"W SEWER NOO-59"21-E 13&71' 100.00' SOO*59'21"W cr_ /W It: R cr_ F-: Of Of C) 11 1-: "VR/W c� F_: 6 cs" C) x C) cr- c� CD cn C> C) CD q* C> a Of c"n W c� 0i 0i c� Ui of C> 04 10, 1 0i I C8 025:1 Ui 1 9 r--. c� W C3 cr Ui cr- I 0i C14 Of CK L6 C-4 LLJ Z c5 to 1 0 0 d z z• 04 3r. W z Z C3 Of I cs -1 ED W LAJ I— d cn 8 c'n Of (n -4 z U•cf) OD U! W) g Q (1) C3 W W W =a C> TO 0 zz is c; c; a cl 0.4e Uj I 17 cn tn Mi I z W Uj Uj UUj) U) c; Uj Z f- r,- 0 W LLJ t -i c� , , c; 0 V) L0 < Lq z a to U) Ui 6 Z di td Z 4, =00 z C) < 0i "i Ui 0;0; W C, 3: W 1-i W_jaa<WW V) C) < C6 Ui U-5 L6 6 0) g++to W m M (n to 1 304 1 29 "41 �mm C� CD < c� 0++ 8 L -4- 04 04 20 + + C� + m + + + + + P_ co + C) 18 1 17 19 + in Lo co M C) W, Tt + + 00 U') 9 5' + c4c4 -j t2 + + CD I < + + 00 W P co cn cn W 15 .4 + 8 cn 1-20! 20' 0 En to cn cn cn cn 00 cn cn cn cn 0 cn cn z m" 30 1 F - (n U) I U) R/W ANIAK RIVER WAY SEE SHEET GARRISON STREET STA. 10+00.00 C.L. TO 19+00.00 C.L. SCALE: 1 = 50' HORIZONTAL 1 = 5' VERTICAL Cn_ 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 209 C1 Uj Uj V_ 5 Li CD C1 P, 00 lr_ R/Wz U) co I 8 6 0) V 70 =J= W 11-4. 0 1p. 4L3 CI) 0 00 C; CS 0 rx CD <� 4MM Z L6 Lci M (7) cft < + o z 00 -4-4 !0- ♦, v 7`t C> * 00 0 ) 0; z IA_ b 64 < _3 Lg-j c. a _j < 44- + + IW II pe) cr_ 0) 0) 00 X cn cn W co N 0 E CO 0 (7) W m .9- m L i INSTALL 222.79 LF OF le RGJ-RCP 41 3 �'i' LENGTH TANGENT ��°� 02 V.- C) cl) C5 ym J ¢ w X C; g Lij Ln Ui U) CR C> 0 C5 TEMPORARY SUMP VOLUME REQUIRED:0..26 AF + + Lci Irk 0) pe) cn 2 +C)aC 8.74! 1 2272635" C4 TO BE CONSTRUCTED WITH UNIT 2 & Cn_ 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 209 C1 Uj Uj V_ 5 Li CD C1 P, 00 lr_ R/Wz U) co I 8 6 0) V 70 =J= W 11-4. 0 1p. 4L3 CI) 0 00 C; CS 0 rx CD <� 4MM Z L6 Lci M (7) cft < + o z 00 -4-4 !0- ♦, v 7`t C> * 00 0 ) 0; z IA_ b 64 < _3 Lg-j c. a _j < 44- + + IW II pe) cr_ 0) 0) 00 X cn cn W co N 0 E CO 0 (7) W m .9- m L i INSTALL 222.79 LF OF le RGJ-RCP 41 0.11% LENGTH TANGENT DELTA 12' X 12' X 1' RIP RAP 84.00' 50.72' 26.16' S 0*59'21" W 64.68' C2 dv C5 TEMPORARY SUMP VOLUME REQUIRED:0..26 AF 29W19m Irk 0) VOLUME PROVIDED:0.27 AF 8.74! 1 2272635" C4 TO BE CONSTRUCTED WITH UNIT 2 & 13.70' >_ g-rn a 1 22*2535" REMOVED WITH UNIT 3. (SUMP NOT -C> 00 oo 00 REQUIRED IF UNIT 3 IS DEVELOPED c pi 4m 04 .0 m .0 M NTH UNIT 2) c3 N 0*59"21 co E z 00 cn 00 cn 10.57' C2 C4 S 0*59'21 * W 0F 19.65'" ci 0400 00 Z CC z W co z :S 11 0 oz D to IIIIIIIIII L24 W a) + 0 co 01 LL. re D -60 00 W r - LLJ 0 z 0- V) :3 U W CL z Cc < tc f%lo C 1) -4: OR g.-:) to ^ z 0 < U) z r- v- ti) if) (OCO f.- C.- AF PROXIMO A IMATE Z5 0 4 AP )ROXI MATI FRI N ISH EEDD a + 04 il) il) n Iz: z: GF OUND ® GENTERLINE Olt*' N D 0 CEN1MNE _RNISHIM_ GROUND 0 C 341RUNE• e 1A, cn U, W W cn 0 cf.,2 cn W W W Tf rT .L .............. ....... r IN� 18m 0) C3-- ................ INV 6" SEWER IN f. 6' &W , - �..W- _DR INV. SEWER INN. 6" SEWER 8* V ATER INV. 8* SM TEMFORARY MP 0 c 0 c BUILD WITH UNI 2-) 0 It OIAJ z V_ rn %_ c (n z 3:: (05 cn r-- Z to z 3: U) 1* 0 0 cn Op z 0) cn 3i: 0 (n Lfi a to a 00 C5 - OD W 00 z z jo d co 00 (0 co z to 0 c0 ao (0 z -q z - I- z >: >: z >; Lq Z zzz :D3 z :3 Z W zzz Z_ z W a zz Z z 0 0 W < < 0 0)-00 z < b 0 b • t(i z Ui cq *6 z tc r- r- m 6 qj tti cq W W 0 mo . 11q. p It W W 0 z < 0 00 06 r< 00 gi _j _j 0) r.� 00 00 - -1 0) _j W 14) + f1r"t ) + . I le) MMM 1-1 pr) re) Lc rn re) re 5: 141 W jr U4 U4 W ul ir W 'H x v- Of W, W W Li W IA STALL 100.00 LF OF LU INSTALL 129.96 LF OF - ..:4 if =A W --Ei- INSTALL 100.00 LF OF ---w W W L4 -i __j __j INSTALL 138.71 LF OF W 1- -3 INSTALL 100.00 U OF W _j 1i ;� _j W n QQ 6* PVC: SEWER 0 1.007a cn Cn [Li W 8* PVC SEWER 0 -0.352.' I Www W INSTA4L 151.041LIF OF 6' PVC SEVIER 0 1.CO% cn m W, U) V W 6' PVC SEWER cn 0-1.00% WWW 6* PVC SEWER 0 1.00% cn cn W cn cf W cn 6" PVC SEWER 0 -1.00% v WW I "oil I I I I -T i I 10+00 11+00 12+00 Elm DETAIL 11 TEMPORARY SUMP SCALE: N.T.S 18* DRAIN 6' CHAIN LINK FENCE CURVE TABLE CURVE S 0'59'21" W 82.86' IN LENGTH TANGENT DELTA 12' X 12' X 1' RIP RAP 84.00' 50.72' 26.16' S 0*59'21" W 64.68' C2 r- C5 TEMPORARY SUMP VOLUME REQUIRED:0..26 AF 29W19m Irk 0) VOLUME PROVIDED:0.27 AF 8.74! 1 2272635" C4 TO BE CONSTRUCTED WITH UNIT 2 & 13.70' 6.94! 1 22*2535" REMOVED WITH UNIT 3. (SUMP NOT -C> 00 oo 00 REQUIRED IF UNIT 3 IS DEVELOPED c pi 4m 04 .0 m .0 M NTH UNIT 2) c3 N 0*59"21 co E z 00 cn 00 cn 10.57' C2 C4 S 0*59'21 * W 19.65'" ci Elm DETAIL 11 TEMPORARY SUMP SCALE: N.T.S 18* DRAIN 6' CHAIN LINK FENCE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 84.00' 50.72' 26.16' 341656 C2 74.92' 37.99' 19.41' 29W19m C3 44.08' 17.25' 8.74! 1 2272635" C4 35.00' 13.70' 6.94! 1 22*2535" TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.26 AF K AREA: 2.25AC, C=0.76 x (2.25)(0.76)(0.15) = 0.26AF 7 0 BOTTOM ELEV. 337.53' VOLUME PROVIDED: 0.27 AF AREA(MID) 0.06 AC 0.06 X 4.54! = 0.27 AF SECTION 11 TEMPORARY SUMP SCALE: N.T.S 13+00 14+00 15+00 16+00 17+00 18+00 19+00 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 7 /-Or 19+75 SEWER LATERAL LINE TABLE LINE BEARING DISTANCE Li N 75*29'09" E 30.10' L2 N 40*5725" E 33.35 STORM DRAIN LINE TABLE LINE BEARING DISTANCE SIZE L3 S 89*0039" E 25.42' 18, LEGEND: LEG -CONUO.ac ABBREVIATIONS F.L. FLOWLINE R/W RIGHT-OF-WAY S 0• TOP UA C.L. CENTERLINE M.H./MH MANHOLE OF MANHOLE/TOP OF CLEANOUT ELEVATION ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. W 10 z EL/ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. SM. 0 0 < PA PROPERTY LINE S/W SIDEWALK z x j E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY c x IL 1 EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE EXISTING SEWER > z WC/G CURB & GUTTER XRW EX RIGHT-OF-WAY ui aQ SURVEY MONUMENT /-PIPE SIZE MN MW =9 KM OU PHASE LINE 49 CC low 0 CONSTRUCT STORM DRAIN 8*S -UTILITY: EASEMENT LEGEND 11- 0) MANHOLE TYPE '@A" PER W -WATER S -SEWER j Z C.O.B. STD. D-14. G -GAS D -DRAIN ITEM OF WORK - SEE SCHEDULE CONSTRUCT CATCH BASIN CC Z TYPE "A" PER C.O.B. SM. D-14 SECTION LETTER 00 CONSTRUCT SEWER MANHOLE TYPE "A"A cPER C.O.B. SM. SW -4 AND SW -5. 2 um CONSTRUCT SEWER CLEANOUT -SHEET WHERE SECTION IS SHOWN z 10 PER C.O.B. SM. SW -6. I- a: EXISTING SEWER MANHOLE CONSTRUCTION NOTES EXISTING SEWER CLEANOUT CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 LU Ck Z ui .j 0 bd OC IZA. 0 < SCALE: 1 = 50' 50' 25' 0# 50' 100' Know what's below. 0811 before you dig. 1.2-6577 Ph 1 5 CITY RECORDS NO: Aft W U. 0 IIIIIIIIII LEGEND: LEG -CONUO.ac ABBREVIATIONS F.L. FLOWLINE R/W RIGHT-OF-WAY S 0• TOP UA C.L. CENTERLINE M.H./MH MANHOLE OF MANHOLE/TOP OF CLEANOUT ELEVATION ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. W 10 z EL/ELEV. ELEVATION GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. SM. 0 0 < PA PROPERTY LINE S/W SIDEWALK z x j E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY c x IL 1 EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE EXISTING SEWER > z WC/G CURB & GUTTER XRW EX RIGHT-OF-WAY ui aQ SURVEY MONUMENT /-PIPE SIZE MN MW =9 KM OU PHASE LINE 49 CC low 0 CONSTRUCT STORM DRAIN 8*S -UTILITY: EASEMENT LEGEND 11- 0) MANHOLE TYPE '@A" PER W -WATER S -SEWER j Z C.O.B. STD. D-14. G -GAS D -DRAIN ITEM OF WORK - SEE SCHEDULE CONSTRUCT CATCH BASIN CC Z TYPE "A" PER C.O.B. SM. D-14 SECTION LETTER 00 CONSTRUCT SEWER MANHOLE TYPE "A"A cPER C.O.B. SM. SW -4 AND SW -5. 2 um CONSTRUCT SEWER CLEANOUT -SHEET WHERE SECTION IS SHOWN z 10 PER C.O.B. SM. SW -6. I- a: EXISTING SEWER MANHOLE CONSTRUCTION NOTES EXISTING SEWER CLEANOUT CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 LU Ck Z ui .j 0 bd OC IZA. 0 < SCALE: 1 = 50' 50' 25' 0# 50' 100' Know what's below. 0811 before you dig. 1.2-6577 Ph 1 5 CITY RECORDS NO: Aft W U. 0 352 350 348 346 344 342 340 338 336 334 332 330 328 STORM DRAIN LINE TABLE LINE SIZE BEARING DISTANCE Ll 18, N 89W39* W 15.00 L2 18* S 89*00'39" E 25.00! L3 24' N 0*59'21" E 42.75' SECTION SCALE: 1 50' HORIZ. 1 5' VERT. ALCAZAR AVENUE -<I,, co- m 0 W% W R/W 20' 30 30 ALCAZAR AVENUE SEE SHEET 7 ICEWEB STREET STA. 10+00.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 350 F.L. 348 352 RIGHT-OF-WAY T. OF TOP MANHOLE/TOP OF CLEANOUT ELEVATION 346 350 M. H MANHOLE 344 348 ELEVATION SMH 342 346 T.O.M. TOP OF MANHOLE 340 344 INV. 338 342 CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. 336 340 GB GRADE BREAK 33 338 PROPERTY LINE S/W 332 336 E.P. EDGE OF PAVEMENT 330 334 TRACT BOUNDARY EX./EXIST. 32 332 DESIGN WATER SURFACE 326 330 XRW` EX. RIGHT-OF-WAY 324 328 SURVEY MONUMENT /—PIPE SIZE CONTRACTOR TO HAVE SURVEYOR 322 0 VERIFY LOCATION & INVERT 8*S —UTILITY: ELEVATION PRIOR TO BACKFILL. 320 EASEMENT LEGEND 318 ICEWEB STREET STA. 10+00.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL IN LEGEND (CONT.): F.L. ABBREVIATIONS FLOWLINE R elM RIGHT-OF-WAY T. OF TOP MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERLINE M. H MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. EL/ELEV. ELEVATION GB GRADE BREAK CONSTRUCT SEWER PER C.O.B. SM. PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW` EX. RIGHT-OF-WAY EXISTING SEWER SURVEY MONUMENT /—PIPE SIZE M PHASE LINE 0 CONSTRUCT STORM DRAIN 8*S —UTILITY: EASEMENT LEGEND MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. SM. D-14. G -GAS D -DRAIN ITEM OF WORK - SEE SCHEDULE CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. SM. D-14 SECTION LETTER CONSTRUCT SEWER MANHOLE TYPE *A" A PER C.O.B. SM. SW -4 AND SW -5. 2 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. SHEET WHERE SECTION IS SHOWN EXISTING SEWER MANHOLE CONSTR-UC-TlQN NOTES EXISTING SEWER CLEANOUT CONSTRUCT NTH DEVELOPMENT OF UNIT 3 I � IIS • • IN LEGEND (CONT.): F.L. ABBREVIATIONS FLOWLINE R elM RIGHT-OF-WAY T. OF TOP MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERLINE M. H MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. EL/ELEV. ELEVATION GB GRADE BREAK CONSTRUCT SEWER PER C.O.B. SM. PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW` EX. RIGHT-OF-WAY EXISTING SEWER SURVEY MONUMENT /—PIPE SIZE M PHASE LINE 0 CONSTRUCT STORM DRAIN 8*S —UTILITY: EASEMENT LEGEND MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. SM. D-14. G -GAS D -DRAIN ITEM OF WORK - SEE SCHEDULE CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. SM. D-14 SECTION LETTER CONSTRUCT SEWER MANHOLE TYPE *A" A PER C.O.B. SM. SW -4 AND SW -5. 2 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. SHEET WHERE SECTION IS SHOWN EXISTING SEWER MANHOLE CONSTR-UC-TlQN NOTES EXISTING SEWER CLEANOUT CONSTRUCT NTH DEVELOPMENT OF UNIT 3 0 0 Zz 10+00 11+00 12+00 L EGENDe LEGEND (CONT.): F.L. ABBREVIATIONS FLOWLINE R elM RIGHT-OF-WAY T. OF TOP MANHOLE/TOP OF CLEANOUT ELEVATION C.L. CENTERLINE M. H MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. SM. EL/ELEV. ELEVATION GB GRADE BREAK CONSTRUCT SEWER PER C.O.B. SM. PA PROPERTY LINE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW` EX. RIGHT-OF-WAY EXISTING SEWER SURVEY MONUMENT /—PIPE SIZE M PHASE LINE 0 CONSTRUCT STORM DRAIN 8*S —UTILITY: EASEMENT LEGEND MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. SM. D-14. G -GAS D -DRAIN ITEM OF WORK - SEE SCHEDULE CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. SM. D-14 SECTION LETTER CONSTRUCT SEWER MANHOLE TYPE *A" A PER C.O.B. SM. SW -4 AND SW -5. 2 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. SHEET WHERE SECTION IS SHOWN EXISTING SEWER MANHOLE CONSTR-UC-TlQN NOTES EXISTING SEWER CLEANOUT CONSTRUCT NTH DEVELOPMENT OF UNIT 3 SCALE: 1 = 50' 50' 259 00 50 100, Know what's below. 0811 before you dig. -' STORM DRAIN TO BE -1 CONSTRUCTED WITH DEVELOPMENT OF UNIT 3 ym 26-11 *^ + 2 1 Go QUENTARI AVENUE SEE SHEET 8 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 _ ': mv I 1 30' 30' t ALCAZAR AVENUE SEE 01-117C7 17 DF�.NMA�RSOHO STREET STA. 10+00.00 C.L. TO 13+00.00 C.L. , SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL FA M Z,5 �• ix �rr N ,,rrr rrJ R 'W 33 10+00 11+00 34 350 348 346 344 342 340 338 336 334 332 330 328 DRAIN UNE TABLE 1 INSTALL 283.27 OF 24" RGJ-RCF 0 0.11% N 83'3253" W 28.84' F.L.FLOWLINE R/W RIGHT-OF-WAY X1.9 r 0. M• TOP OF MANHOLE/TOP OF CLEANOUT ELEVA110N • TON' CENTERLINE M.H./MH 0 O STA. 10+22.68 C.L. 5.00 LT., ELEV. 328.84' ELEV. I� SEINER MANHOLE - - - CENTERLINE APPROXIMATE FINMED A. z LL A ROXIMATE nN tt ` � s 6 CONSTRUCT STORM DRAIN PER C.O.B. STD. EL/ELEV. � GRADE BREAK ' S CONSTRUCT SEWER PER C.O.B. STD. J d` Sr � 0 � E.P. EDGE OF PAVEMENT FH FIRE HYDRANT --- - - -- - - ---- - - -- TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE - __ _ .___ ____.__ __, �; __ _._._._ EXISTING SEWER 04 0�0 C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY QQ SURVEY MONUMENT /-PIPE SIZE PHASE LINE o CONSTRUCT STORM DRAIN 8"S "A" UTILITY:O S MANHOLE TYPE PER W -WATER S -SEWER e C.O.B. STD. D-14, G -GAS D -DRAIN ® ITEM OF WORK - SEE SCHEDULE 7- - a g zz - V. 6" TYPE "A" PER C.Q.B. STD. D-14 SECTION LETTER �t 6' SEWER • A Z O tD { CONSTRUCT SEWER CLEANOUT2 's s to PER C.O.B. STD. SW -6. •a t0 SHEET WHERE SECTION IS SHOWN � z tD CONSTRUCTION NOIES O (0 00 Id .J ' —j � �2 STUB & PLUG WITH UNIT 3 DEVELOPMENT, EXTEND WITH UNIT 4 • `> � z 0 3 CONSTRUCT WITH DEVELOPMENT OF UNIT 3 o Z Know what's below. - a ' _j 00 'o GROUND 0 CENTERUJ E z o0) M + M 1 to W W M MLr O cl, ' 10+00 11+00 34 350 348 346 344 342 340 338 336 334 332 330 328 DRAIN UNE TABLE LINE INSTALL 283.27 OF 24" RGJ-RCF 0 0.11% N 83'3253" W 28.84' F.L.FLOWLINE R/W RIGHT-OF-WAY X1.9 r 0. M• TOP OF MANHOLE/TOP OF CLEANOUT ELEVA110N • TON' CENTERLINE M.H./MH 0 O STA. 10+22.68 C.L. 5.00 LT., ELEV. 328.84' ELEV. I� SEINER MANHOLE - - - CENTERLINE APPROXIMATE FINMED A. z LL A ROXIMATE nN tt ` 1 � INVERT CB 6 CONSTRUCT STORM DRAIN PER C.O.B. STD. EL/ELEV. � GRADE BREAK ' S CONSTRUCT SEWER PER C.O.B. STD. J d` Sr PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT --- - - -- - - ---- - - -- TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE - __ _ .___ ____.__ __, �; __ _._._._ EXISTING SEWER 04 0�0 C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY QQ SURVEY MONUMENT /-PIPE SIZE PHASE LINE o CONSTRUCT STORM DRAIN 8"S "A" UTILITY:O S MANHOLE TYPE PER W -WATER S -SEWER e C.O.B. STD. D-14, G -GAS D -DRAIN ® ITEM OF WORK - SEE SCHEDULE 7- - a g zz - V. 6" TYPE "A" PER C.Q.B. STD. D-14 SECTION LETTER INV. 6' SEWER A Z O tD Z CONSTRUCT SEWER CLEANOUT2 's s to PER C.O.B. STD. SW -6. •a t0 SHEET WHERE SECTION IS SHOWN � z tD CONSTRUCTION NOIES O (0 00 Id .J ' —j � �2 STUB & PLUG WITH UNIT 3 DEVELOPMENT, EXTEND WITH UNIT 4 M M Cs `> � z 0 3 CONSTRUCT WITH DEVELOPMENT OF UNIT 3 o Z Know what's below. - a ' _j 00 'o GROUND 0 CENTERUJ E z o0) M + M 1 to W W M MLr O cl, ' INSTALL 100.00 LF OF Li W INSTALL 100.00 LF OF W W w N W s PVC SEWER 0 1.oa% W W W 6 PVC SEWER 0-1.00% ch v, Q W W 1 � 1 � 3 e e Ll I - - e - - J o W Z3 00 r00 �> o +' •o + M O M cn W il " INST 290.00 LF OF PVC SEWER 0 -0.25% 10+00 11+00 34 350 348 346 344 342 340 338 336 334 332 330 328 350 348 346 344 342 340 338 336 334 332 330 328 32fi ' 32fi A SECTION 13 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. STORM DRAIN UNE TABLE LINE SIZE BEARING DISTANCE L1 18" N 83'3253" W 28.84' F.L.FLOWLINE R/W RIGHT-OF-WAY X1.9 r 0. M• TOP OF MANHOLE/TOP OF CLEANOUT ELEVA110N • TON' CENTERLINE M.H./MH MANHOLE O STA. 10+22.68 C.L. 5.00 LT., ELEV. 328.84' ELEV. I� SEINER MANHOLE - - - CENTERLINE APPROXIMATE FINMED A. T.O.M. ,, A ROXIMATE nN tt ` 1 � INVERT CB 6 CONSTRUCT STORM DRAIN PER C.O.B. STD. EL/ELEV. � GRADE BREAK ' S CONSTRUCT SEWER PER C.O.B. STD. PA PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT --- - - -- - - ---- - - -- TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE - __ _ .___ ____.__ __, �; __ _._._._ EXISTING SEWER C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY QQ SURVEY MONUMENT /-PIPE SIZE PHASE LINE o CONSTRUCT STORM DRAIN 8"S "A" UTILITY:O EASEMENT LEGEND MANHOLE TYPE PER W -WATER S -SEWER e C.O.B. STD. D-14, G -GAS D -DRAIN ® ITEM OF WORK - SEE SCHEDULE 7- - o M V. 6" TYPE "A" PER C.Q.B. STD. D-14 SECTION LETTER INV. 6' SEWER A 350 348 346 344 342 340 338 336 334 332 330 328 32fi ' 32fi A SECTION 13 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. STORM DRAIN UNE TABLE LINE SIZE BEARING DISTANCE L1 18" N 83'3253" W 28.84' 17 QUENTARI AVENUE SEE SHEET 8 1 20' 120' 1 1 �n zn►6 . F 346 344 342 340 338 336 334 332 330 328 326 324 CD v�jin in ." + 1 1 d f i STA. 10+00.,00 C.L. TO 13+00.00 C.L. SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL a 1g%x �Fc."py 1 0 00 10+00 CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION & INVERT ELEVATION PRIOR TO BACKFILL. 11+00 12+00 �I IF c L_ EINN CI(J"I" " , 13+00131.1-451 . LEGEND -.-LEGEND LEGEND F.L.FLOWLINE R/W RIGHT-OF-WAY X1.9 r 0. M• TOP OF MANHOLE/TOP OF CLEANOUT ELEVA110N TON' CENTERLINE M.H./MH MANHOLE O STA. 10+22.68 C.L. 5.00 LT., ELEV. 328.84' ELEV. ELEVATION SMH SEINER MANHOLE - - - CENTERLINE APPROXIMATE FINMED A. T.O.M. ,, A ROXIMATE nN tt ` 1 � INVERT CB 6 CONSTRUCT STORM DRAIN PER C.O.B. STD. EL/ELEV. � GRADE BREAK ' S CONSTRUCT SEWER PER C.O.B. STD. PA PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT --- - - -- - - ---- - - -- TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE - __ _ .___ ____.__ __, �; __ _._._._ EXISTING SEWER C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY QQ SURVEY MONUMENT /-PIPE SIZE PHASE LINE o CONSTRUCT STORM DRAIN 8"S "A" UTILITY:O EASEMENT LEGEND MANHOLE TYPE PER W -WATER S -SEWER e C.O.B. STD. D-14, G -GAS D -DRAIN ® ITEM OF WORK - SEE SCHEDULE 7- - o M V. 6" TYPE "A" PER C.Q.B. STD. D-14 SECTION LETTER INV. 6' SEWER A o Z CONSTRUCT SEWER CLEANOUT2 's s to PER C.O.B. STD. SW -6. •a t0 SHEET WHERE SECTION IS SHOWN � z tD CONSTRUCTION NOIES O (0 00 Id .J ' —j � �2 STUB & PLUG WITH UNIT 3 DEVELOPMENT, EXTEND WITH UNIT 4 z `> � z 0 3 CONSTRUCT WITH DEVELOPMENT OF UNIT 3 o Z Know what's below. - bo 'o SCALE: 1 " = 50' Cal 00 'o a o 50' 25' 0 50' 100' z o0) M + M 1 U M m M MLr O cl, ' INSTALL 100.00 LF OF Li W INSTALL 100.00 LF OF W W w N W s PVC SEWER 0 1.oa% W W W 6 PVC SEWER 0-1.00% ch v, Q W W 10+00 CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION & INVERT ELEVATION PRIOR TO BACKFILL. 11+00 12+00 �I IF c L_ EINN CI(J"I" " , 13+00131.1-451 . LEGEND -.-LEGEND LEGEND F.L.FLOWLINE R/W RIGHT-OF-WAY X1.9 r 0. M• TOP OF MANHOLE/TOP OF CLEANOUT ELEVA110N C.L. CENTERLINE M.H./MH MANHOLE O STA. 10+22.68 C.L. 5.00 LT., ELEV. 328.84' ELEV. ELEVATION SMH SEINER MANHOLE - - - CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. EL/ELEV. ELEVATION GB GRADE BREAK ' S CONSTRUCT SEWER PER C.O.B. STD. PA PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT --- - - -- - - ---- - - -- TRACT BOUNDARY EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE - __ _ .___ ____.__ __, �; __ _._._._ EXISTING SEWER C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY QQ SURVEY MONUMENT /-PIPE SIZE PHASE LINE o CONSTRUCT STORM DRAIN 8"S "A" UTILITY:O EASEMENT LEGEND MANHOLE TYPE PER W -WATER S -SEWER C.O.B. STD. D-14, G -GAS D -DRAIN ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT CATCH BASIN TYPE "A" PER C.Q.B. STD. D-14 SECTION LETTER CONSTRUCT SEWER MANHOLE TYPE "A" A PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT2 PER C.O.B. STD. SW -6. SHEET WHERE SECTION IS SHOWN EXISTING SEWER MANHOLE CONSTRUCTION NOIES EXISTING SEWER CLEANOUT �1 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 �2 STUB & PLUG WITH UNIT 3 DEVELOPMENT, EXTEND WITH UNIT 4 3 CONSTRUCT WITH DEVELOPMENT OF UNIT 3 Know what's below. SCALE: 1 " = 50' Cal I before you dig. 50' 25' 0 50' 100' 1 7 -R -r -N77 Ph 1 - it ---------- ----------------.—_ — — — — R 6, LOT I W_ SAN Y z � 3 2.07 .2% . Nq 12.1' PROPOSED 6' o BLOCK WALL a. ±2.0% z DESIGN WATER ELEV. 333.0' --------------- ------------------ SIDEWALK A SEC11ON OoF 14 SUMP BUENA VISTA ROAD) SCALE: 1"=10 $ FP. 339.3 SUMP BOTTOM ELEV. 325.0' t29' 12.1' LF OF ACCESS ROAD z a - 16A 3o TEMP. 6' HIGH uj CHAINLINK FENCE z MIN. _ 2.0 ' 02 1 DAYLIGHTOE DESIGN WATER ELEV. 333. ' TING SECTION SUMP BOTTOM SUMP 14 ELEV. 325.0' SCALE: 1 "=10' 350 INSTALL 58.1 LF OF - 16A 3o NOTES: SCALE: 1 " = 350 352 02 20' 10' o' 20' 40' N� is 348 LEGENDCONT.). i t , . 348 350 D-12 AND D-12. J > ABBREVIATIONS O z 59"W, UNIT 4 F.L. FLOWLINE R/W Z WALL m 2. ALL WALLS SHOWN HEREIN SHALL BE PER SEPARATE — C.L. CENTERLINE M.H./MH 346 PER ATE L o L6 ELEV. ELEVATION SMH < m + 346 o T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE 3. PER THE RECOMMENDATIONS OF THE SOILS ENGINEER, ,.�. �. _... _ a ..... 348 ' � � UNIT :M P. FENCE344 CATCH BASIN CONSTRUCT STORM ©RAIN PER C.O.B. STD. THE DRAINAGE BASIN SHALL BE OVER EXCAVATED TO A TEMPOR Y CHAIN NK FENCE GRADE BREAK SIDEWALK 344 ^'3 i PA PROPERTY UNE E.P. EDGE OF PAVEMENT FH FIRE HYDRANT --- - - ---- - - --- - - - TRACT BOUNDARY 1 346 34212-16 EX. /EXIST. EXISTING DWS. DESIGN WATER SURFACE a 1 C/G CURB & GUTTER XRW 342 344 EXISTING SEWER 1 ACCE S RAD IIIIIIIIII ® SURVEY MONUMENT /---UTILITY: ±15 ' M PORAY TO DRAIN IN SEVEN DAYS OR LESS A SOILS ENGINEER IS® CONSTRUCT STORM DRAIN g"g REQUIRED TO BE ON SITE DURING CONSTRUCTION OF THE ACC SS ROAD MANHOLE TYPE "A" PER W—WATER s -SEWER O EASEMENT LEGEND 340 SUMP. C.O.B. STD. D-14: G -GAS D -DRAIN a ITEM OF WORK - SEE SCHEDULE RIP RAP 340 342 CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14 SECTION LETTER 1 338\-S=±1.00% 338s-2.� _ KA _ .._._._. PER C.O.B. STD. SW -4 AND SW -5. 338 340 2 CONSTRUCT SEWER CLEANOUT2 2 UNE TABLE PER C.O.B. STD. SW -6. SHEET WHERE SECTION IS SHOWN LINE BEARING DISTANCE 336 Know what's below. 1/ 336 338 Call before you dig. FREE 30ARD1 11 L1 N 23'29'21' E 19.78' 334 334 336 - -- LE V. 3 .a 0' 3 L2 N 01'3235" W 13.00' L3 N 26'55'08' W 21.11' 332 332 334 D SIGN WAIER SURF L4 N 4517'22" W 20.79' 330 330 332 L5 N 45'59'25" E 1. 21.21' 328 328 330 326TM 326 328 ELEV. = 325.00' TEMP. FENCE 324 324 326 322 322 324 320 320 322 NWJ4 U4 C Lvo.av_ -- _--------------- rc"""*N SECTION 14 SCALE: 1" = 50' HORIZ. 1 = 5' VERT. EXISTING GRADING JOIN EXIST rD"*****N SECTION \J41" = ' HRIZ. ,,J SCALE: 1 " = 5VERT. 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 INSTALL 58.1 LF OF - 16A 3o NOTES: SCALE: 1 " = 20' 02 20' 10' o' 20' 40' N� is 0 OD LEGENDCONT.). i t , . ch D-12 AND D-12. J > ABBREVIATIONS O z U Z F.L. FLOWLINE R/W Z S T.O.O. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION m 2. ALL WALLS SHOWN HEREIN SHALL BE PER SEPARATE — C.L. CENTERLINE M.H./MH MANHOLE �� PERMIT. L o L6 ELEV. ELEVATION SMH < m + a Q o T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE 3. PER THE RECOMMENDATIONS OF THE SOILS ENGINEER, �.W CATCH BASIN CONSTRUCT STORM ©RAIN PER C.O.B. STD. THE DRAINAGE BASIN SHALL BE OVER EXCAVATED TO A EL./8". ELEVATION S/ W GRADE BREAK SIDEWALK . S CONSTRUCT SEWER PER C.O.B. STD. i PA PROPERTY UNE E.P. EDGE OF PAVEMENT FH FIRE HYDRANT --- - - ---- - - --- - - - TRACT BOUNDARY 1 i EX. /EXIST. EXISTING DWS. DESIGN WATER SURFACE a AS SP OR SW IN THE UNIFIED SOILS CLASSIFICATION C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY EXISTING SEWER SYSTEM TO ENSURE ADEQUATE PERMEABILITY FOR WATER IIIIIIIIII ® SURVEY MONUMENT /---UTILITY: SIZE PHASE LINE TO DRAIN IN SEVEN DAYS OR LESS A SOILS ENGINEER IS® CONSTRUCT STORM DRAIN g"g REQUIRED TO BE ON SITE DURING CONSTRUCTION OF THE MANHOLE TYPE "A" PER W—WATER s -SEWER O EASEMENT LEGEND SUMP. C.O.B. STD. D-14: G -GAS D -DRAIN a ITEM OF WORK - SEE SCHEDULE RIP RAP rD"*****N SECTION \J41" = ' HRIZ. ,,J SCALE: 1 " = 5VERT. 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 DRAINAGE SUMP NOTES: SCALE: 1 " = 20' 20' 10' o' 20' 40' LEGEND LEGENDCONT.). i 1. SUMP TO BE CONSTRUCTED PER C.O.B. STANDARDS D-11, , . D-12 AND D-12. ABBREVIATIONS F.L. FLOWLINE R/W RIGHT-OF-WAY S T.O.O. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 2. ALL WALLS SHOWN HEREIN SHALL BE PER SEPARATE C.L. CENTERLINE M.H./MH MANHOLE PERMIT. ELEV. ELEVATION SMH SEWER MANHOLE - - - CENTERLINE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE 3. PER THE RECOMMENDATIONS OF THE SOILS ENGINEER, INV. INVERT CB CATCH BASIN CONSTRUCT STORM ©RAIN PER C.O.B. STD. THE DRAINAGE BASIN SHALL BE OVER EXCAVATED TO A EL./8". ELEVATION S/ W GRADE BREAK SIDEWALK . S CONSTRUCT SEWER PER C.O.B. STD. DEPTH OF 21 FEET BELOW EXISTING GRADE AND PA PROPERTY UNE E.P. EDGE OF PAVEMENT FH FIRE HYDRANT --- - - ---- - - --- - - - TRACT BOUNDARY BACKFILL WITH CLEAN COHESIONLESS SAND CLASSIFIED EX. /EXIST. EXISTING DWS. DESIGN WATER SURFACE AS SP OR SW IN THE UNIFIED SOILS CLASSIFICATION C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY EXISTING SEWER SYSTEM TO ENSURE ADEQUATE PERMEABILITY FOR WATER IIIIIIIIII ® SURVEY MONUMENT /---UTILITY: SIZE PHASE LINE TO DRAIN IN SEVEN DAYS OR LESS A SOILS ENGINEER IS® CONSTRUCT STORM DRAIN g"g REQUIRED TO BE ON SITE DURING CONSTRUCTION OF THE MANHOLE TYPE "A" PER W—WATER s -SEWER O EASEMENT LEGEND SUMP. C.O.B. STD. D-14: G -GAS D -DRAIN a ITEM OF WORK - SEE SCHEDULE CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14 SECTION LETTER CONSTRUCT SEWER MANHOLE TYPE "A" _ KA _ .._._._. PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT2 PER C.O.B. STD. SW -6. SHEET WHERE SECTION IS SHOWN 3 EXISTING SEWER MANHOLE Know what's below. EXISTING SEWER CLEANOUT Call before you dig. IIIIIIIIII