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Home My WebLink About1.2-6758 - 1 Record Drawingv R T I v tNJA - 6 7 S& 'RIOCT 65-7 FOR SEWOt UNE SEE TRACT 6757 FOR CMTINUAlION ON STOW -DRA011 A;wmwAT" ON -s-Tow PST OF CONNE 14 A 'r'lEAVE, I t 2.8 27 WH 7 24 20 21 9, 1 17 19 20 24 - 20 27 33 po., gf F-7 30 31 'A 2z 2 r 3 10 13 4 14 8 7 CM E 4 smN3 D 2 4111� or 3(rD DMN6, SNImp It 54A 0 MTq§ - - - sm 10 71 iC07'? � �a a .� ; :. x �.er.K y 3. 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IV - DATEZ R.C.E. 32178 EXP. 12/31/08 P..EV/G/0A/ 7/8 -�� APPROVr:D 6Y.-__ OtorwaR A. McW-TOSH DATM R F.. 33322. Z2. syp. a r. /-aol I R5VISION APPROVED AKP,oAaj S14A%og- C.E. Ile DA7 R.C.E. 3;L X78 ExP. W-31/14 *1 m-d Ell IV Lf BENCHMARK 01SK STAMPED - 0 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD* IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERTS 11.44 OVER STINE CANAL., 19 114 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY., 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTf+, 64 FEET EAST OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL NTH THE HIGHWAY. ELEVATION = 343.30 (u.s.G.s. DATUM NAVE} 88) BA'S.1'.5. OF. BEARINGS. THE BEARING OF N. 89*04'35* W. SHOWN FOR THE SOUTH NEE OF THE SOUTHWEST . 1/4 OF SECTION 34, T.30 S, R-27 E. AS SHOWN ON SURVEY INVESTIGATION MAP N. 7-1 8K. 6* PC. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. AMC& R THESE PIANS AND SPECIFICA11ONS WRE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WTH CITY OF BAKERSRELD ORDINANCES,, STANDARDS, AND DESIGN CRITERIA, AND INCWDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULAIIONS AND DRAWNGS ON THESE PLANS AND ANY ERRORS, OMISSIONS,, OR VIOLATIONS OF IHOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, .APPROVED BY: ROGER A. MdNTOSH R.C.E. 33322 DATE EXP. 06 -3d -08 IN ACCORDANCE *TH. THE CONDITIONS OF THE VESTIMG TENTAIVE MAP. 'THE IMPROVEMENT PLANS HAVE BEEN REMEWED BY THE CITY OF BAKERSPELD PUBLIC WORKS DEPARTMENT. ABHREWA716NS CL CENTERLINE . ... . INV INVERT APPROVED BY., RAUL M. ROJAS SD INDEX OF SHEETS MANHOLE �IEEI Ili J8 1* COVER SHEET SEWER MANHOLE 2* SEWER AND STORM DRAIN NOTES I CAPE COD AVENUE (STA* 10+004,00 TO STA. 23 +OO.OD) 4R2 4. HATHAWAY AVENUE ELEVA110N R/W (STA* 10+00.00 TO STA, 23+00,00) 5R7. 50 CAPE COD AVENUE (STA. 23 +OO.QO TOP OF MANHOLE/TOP OF w; - 4 A TO STA. 26 +32.94) t CONSTRUCT SEWR PER CITY STANDARDS HATHAWAY AVENUE STA. 23 +00.00 CONSTRUCT SEWER MANHOLE w TO STA. 26+ 9.35) CONSTRUCT SEWER CLEAN UT AND ASHINTULLY AVENUE PER C.O.S. STD. S-20. 60 PROMNCETOWN AVENUE cn 7, WAREHAM DRIVE MANHOU. TYPE "A PER C.O.B. STD.- S-7. 8* 80UNTY LANE, CABOT WAY A TYPE *A* PER C.0�B. SM;,, s-11 AND CALYPSO WAY EXISIING SEWR UNE 9� COASTAL LANE, ,q EXISTING MONUMENT SURFSIDE STREET EXISTlt4G SEWER MANHOLE (D AND NARRAGANSETT PLACE c) (n OQ 10* HATCH\4LLE AVENUE IIRZ 11, PILGR{M HEIGiTS DRIVE 0 AND TONSET STREET 12* MJELLFLEET DRIVE AND MIKASA LANE P..EV/G/0A/ 7/8 -�� APPROVr:D 6Y.-__ OtorwaR A. McW-TOSH DATM R F.. 33322. Z2. syp. a r. /-aol I R5VISION APPROVED AKP,oAaj S14A%og- C.E. Ile DA7 R.C.E. 3;L X78 ExP. W-31/14 *1 m-d Ell IV Lf BENCHMARK 01SK STAMPED - 0 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD* IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERTS 11.44 OVER STINE CANAL., 19 114 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY., 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTf+, 64 FEET EAST OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL NTH THE HIGHWAY. ELEVATION = 343.30 (u.s.G.s. DATUM NAVE} 88) BA'S.1'.5. OF. BEARINGS. THE BEARING OF N. 89*04'35* W. SHOWN FOR THE SOUTH NEE OF THE SOUTHWEST . 1/4 OF SECTION 34, T.30 S, R-27 E. AS SHOWN ON SURVEY INVESTIGATION MAP N. 7-1 8K. 6* PC. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. AMC& R THESE PIANS AND SPECIFICA11ONS WRE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WTH CITY OF BAKERSRELD ORDINANCES,, STANDARDS, AND DESIGN CRITERIA, AND INCWDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULAIIONS AND DRAWNGS ON THESE PLANS AND ANY ERRORS, OMISSIONS,, OR VIOLATIONS OF IHOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, .APPROVED BY: ROGER A. MdNTOSH R.C.E. 33322 DATE EXP. 06 -3d -08 IN ACCORDANCE *TH. THE CONDITIONS OF THE VESTIMG TENTAIVE MAP. 'THE IMPROVEMENT PLANS HAVE BEEN REMEWED BY THE CITY OF BAKERSPELD PUBLIC WORKS DEPARTMENT. ABHREWA716NS CL CENTERLINE . ... . INV INVERT APPROVED BY., RAUL M. ROJAS SD .-T DRAIN M-H MANHOLE Gv CATCH BASIN J8 JUNCTION BOX smH SEWER MANHOLE sco SEWER CLEANOUT DMH STORM DRAIN MANHOLE EXIST EXISIING ENV ELEVA110N R/W RIGH T OF WAY M.H. MANHOLE 0 3ro.j 22- TOP OF MANHOLE/TOP OF w; - 4 A CLEANOUT ELEVATION t CONSTRUCT SEWR PER CITY STANDARDS cq CONSTRUCT SEWER MANHOLE w T YPE '*A" PER C.O.S. SM. S-7. CONSTRUCT SEWER CLEAN UT to PER C.O.S. STD. S-20. l defy CONSTRUCT STORM DRAIN PER CITY STANDARDS cn CONSTRUCT STORM DRAIN cn MANHOU. TYPE "A PER C.O.B. STD.- S-7. OD CONSTRUCT CATCH BASW TYPE *A* PER C.0�B. SM;,, s-11 .J EXISIING SEWR UNE EXISTING ST DRAIN LINE' ,q EXISTING MONUMENT EXISTlt4G SEWER MANHOLE (D �XISTlt4G DRAIN MANHOLE' - Rf PUBLIC WORKS DIRECTOR DAiE R.C.E. 39880 EXP. 12-31-07 f N0 !SCALE 4' JJ 5; 47 IT 41 ul rt r4l) 0 low ui Likka t w V) :i61 z ru'-J, w; - 4 A S t cq 0 z U. w x to l defy .1 < LLI cn cn OD LLi .J W, if c) (n -ice 0 4j f 47 IT 41 ul rt I low ui Likka t w V) :i61 z ru'-J, w; - 4 A S t cq w x to l defy cn cn U LLi if rt low ui Likka t w dqC 0 X x Lu z LLi -ice 0 4j ssT STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 - 227 -2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE 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. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S -71, S -89 S -9, S -10, S -119 S -209 S -21, 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 WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. THE PIPE AND FITTINGS FOR 6 ", 8 ", 10 ", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "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 INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D -2680 AND D -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN 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 SPECIFICA11ON D -2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5, PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I, 119 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 WELDING 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. 1.8. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F f5 (25'C f3 ). PROPERTY INITIAL PAR. 1.0 TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPED 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 NTH 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 ±5 (25' C f3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7- 2,03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTIQN SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 207 ** 5% 57 ** 170** 1% 0.1 0.1% 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 SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 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 WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL 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 WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL 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 SHALL 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, SHALL 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. . 1.F 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 SHALL 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 SLING OR WITH A SUITABLE FORK LIFT. 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 LINE 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) WELD 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 LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH 13 MM AND BE HEAT- SEALED IN PLACE PRIOR TO WELDING. 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 T PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAS THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (1 50 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 RON 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 O. 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 SHALL 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 WELDS 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 D 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 5% 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 DEFLECTION IN % (57) 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 S -399 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 S -39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE 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 S -39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHARING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY 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 BACKFILL 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. ACHIEVING FIRM BEDDING 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. 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 EXCAVA110N. 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 7o) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM STOKES 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 COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 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 GRADATION 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 S -39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SEC11ON SHALL BE NO LESS THAN NINETY PERCENT (907) 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. 10. SEWER PIPE INSTALLA1ION 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 UN11L 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 SEWlIR 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 LINE. 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. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLE11ON 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 "TESTING 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 LINES. 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 LINE. SEWER LATERALS. SEWER LATERALS SHALL 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 INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION 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 STATIONING 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 -LINE 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 LINE OR RIGHT -OF -WAY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT -OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.Q.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT -OF -WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWUNE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S -7, S -8, AND S -21 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S -20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C -76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE ", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. 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 SPECIFICAl10NS. 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 WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY 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 LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 16. BORED /JACKED PIPE 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 WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR - BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND /OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. Y A P N TH R WILL E C NSID R AS INCLUDED IN THE ID AN ND ALL EX E SES E EFORE B 0 SIDE RED L B PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 17. MINOR STRUCTURES 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. 18. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE 11ME REQUIRED FOR PROTECT {ON OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN 4PEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT 11 BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PER F M _ 1 � I/ RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO I SUANC PERMIT. P- ��/11 I N0. 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I F._ + o w 20 20 Z � 8 Z MM 5 -, 5 w 2 28 27 Q Q N ¢ O O 7 N N cn 4 � tr W cn — i_ �-- g++ Q Q ,� Z U V N z ►— N O o f I ¢ cn � 26 2 F- 24 2 �� Q - 2 Z 19 . 1 �� I + + I I I A w 20 20 � �, F_ r- ¢ Z � 2 2 21 ¢ ,� Q 17 �... w + + I I cn cn + + t-- r- Q Q 12 oc:) 30 30 I O o I I N N = I I I cn o `� o cry cn ++ �-- i-- ,._ ¢ ¢ Z o O er r-- f I � I 30' • 30' I i I w I I I co 00 I �=- en o cn cn U, �--- ;, + + ( w � ! w I � QQ I I � '''" v Nco I I I x NN I I � �F`t- � mot¢ � � r° w twn c~nc~n I � Q¢ I � 00o I I I w I 1 � Ncv 1NELL.FLEET WAY x w- F— v3 cn i w �-- 0 ++ V) (n � � � �� I w CEO � SEE SHEET 12 80UNTY LANE � - .- I I �► � � j I � ¢ F- F- U TSEE SHEET 8 - f. Z ,� ¢ V)cn cn T J cn ii� J CAPE COD AVENUE (STA. 10 +00.00 TO STA. 23 +00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL , : , s , _ � J d- O a ■ ■ F- F= O i i 4 i / J d i f J i V J 1 i l N O j i i 2 / O i } M S ff 1 t Z w t , % i ? s _ , t r , ti t r , r ` , , v , r '[��' i O t,f) Lo w • d' i w s w _ U i Z 1 Z w - • s J N' O s / w w i J J w r 3 t ( i U 3 t M i ' ^ J sw y J �i I Cl t M: i t i i p r , , , i ' s i 352 A :} .. i ` A , r t } / O to N Cap ro r ,¢ t� Z Lo d• ; t v. M O t . { • M ; , 03 N Op M 01 O Z F © OQ 350 O �O O � N t- O ¢ W O `m /N Z _O / Z _ F- F- t -m r- z i i 1 4 Cr Z 'z i� { f 4 ¢ t W s i O Q i , , < , f +. i , - ; __,_ , ._ _�_ ._______ . ___ _. _ _ , _ 348 , . _ A _ . ,z--, � � ,., _ � �.�_� . �_ � - -'Z.Z" a�t��0•X�tM��l4TE 1' �II�J - _ _ _ - - - - - - -- - - 348, � �/� Z � ��_ - _ _ ___ cn I _ A CENTERLINE _ r _ GRADE � BEN L E _ I E tt i /a\ s : 6 t r % ! r t f , -� _ _ j - _- ( , v , 4 s 34s _ _ _ t ; i i T i / / ■ 1 1 ; i • 1 1 : i A V 4 � 1 • i •�_ i i t • r f i i 4 , a 1 344 I i t r i , { t t i r 1 j t i s / / ■ - t 3 4 i t • F/LJ U �¢ • - +� L -- E� w z w Z Z - w llllr�• • - a t r r , i a i I I , Z w (y t i y j7 t ' • w w w M i f i t • • 1 ! : y r i 1 o w = ¢ F(L• - � � • v t , s i _ Z _ w M i i 1 3 4 2 r : • a k i , ..____.._._ t s o Fj/L• _.�y L^ . r i i • - i s y z . 'i 1 ; - E; S J F• ` • M 1N ' 7 • M • I , f S i i 1 E i 1 } s r i ! r • , i , r I " i 5 � r j f � t W f s E t t s ti 5 'i t CZ cr O • N J •• �M r • t y ( I t } l � • • .. Y t 3 t S t i j � • • - T 8 " S1 � 3 f z - ; i W E R t 7 I i i Z J ;. 33 0 , E � ! 33 INVERT 3 0 " DRAIN f F SSS ; INVERT 3344 Meow �• 334 _..�� INVERT WAR R R IN �! S _ 332 W � s O C:) C) f 330 w O E w O � V) •� �n� f? K./ ; MM W Lo Lo Z J W Z , 0\ w i W w 4 M / /W 328 328 W CO -4- (0,44- a) ps O rn s z . M � CO � C) Po ro , ¢ N �Z 3 2s CO � _ O Z o z Z W ` w Z Z w � - V _ � 5. 1 LF O8 SEWED � 0. 25� " 3 4 INSTA L 218 SEWED 9 -0.3 E � INSTALL 2� 8 .56 LF OF 8 SEWER � 0.35 INSTALL 217.69 LF �F 8 SEWER � --} 0.35 INSTALL 217.69 LF OF 8 SEWE IN $ 'TA L 2 � . 1 L F F 8 SEER � 0�25� INSTALL 23 F 0 ----- ------ oil - f , , i ......... ... , . ...... . : ---------- - .... ... : , < . _,___w. _ _._._____, ..___�_.___ _ _ 322 322 __..___ , . _ , 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE M• 345.6 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 2 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.Q.B. STD. SW -6. - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D -18. WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. • FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. co - /o -r4 o taLy �p } �75, � � —v 1J RSd b ! riry"� j. 8 # o 6 X��Q� 7 /1 A A/\T lft • V 11 W J IN 1 7 COASTAL LANE SEE SHEET 9 J nnnn• 1 O I - � Il co O O H-.a d C-5 0 o i U O O Z o w --� + z °o o° N N F— < LLJ I F_ N Z N N N N M o ;� cn ui Z - f rn I ° am f I �? o ~ .Q Z o co p I o I O I O l _ � oc > a, oo ¢ o �_ '� °w-- w z ao `v N mot- 0 c� `N cv �, I � c� I ,Q -' a' I c� I c� I o CD I ° I � >- w ° tr N o p °° 0 ° O _..� N N N °i � Q 00 O w cc> oo w o raj J a, 00 N .-- Cr 00 F-- Lo x � � Z LC)� � W ¢ 00 cfl � 00 O • � �'`� 00 Op � 1lj x U F¢- CO � N N N � N 00 00 Z Lo QD w u) I O J N U w 00 I p � I o I � ( O o w m Lo ,.,� Z w • w oo 00 0o w m 00 Sri cr N I z uJ o + J o I F- o I � I cv cn cU ao ° aw. ¢ -j c0 • I �-- _ + I z • w + I + I + _ cn cn = w � i w co I � f o I z -'• w �o 0o ac °z • � � � �- o ..� O • ¢ to � U to N ,+ I ! co V w + { + J w w co U to f ¢ o N I cv Oo 0© Z 0 00 w �- -- w �- �..._ � �- I + � «� + -� oo ! d- I v to o N co Z --F � � ° w .J w w .�-- , w �' `�' tl} cfl I o 00 00 c� I ,� I + I + W w f V U -�- + + ,� �- I co I N LX3 N z°° ��- rte--- cam+ cwn _ Q Q Q Z o0 1 5 cwn v w z of of o0 0O o �, n w °, I °, I N I p co co ± I !' I F._ + o w 20 20 Z � 8 Z MM 5 -, 5 w 2 28 27 Q Q N ¢ O O 7 N N cn 4 � tr W cn — i_ �-- g++ Q Q ,� Z U V N z ►— N O o f I ¢ cn � 26 2 F- 24 2 �� Q - 2 Z 19 . 1 �� I + + I I I A w 20 20 � �, F_ r- ¢ Z � 2 2 21 ¢ ,� Q 17 �... w + + I I cn cn + + t-- r- Q Q 12 oc:) 30 30 I O o I I N N = I I I cn o `� o cry cn ++ �-- i-- ,._ ¢ ¢ Z o O er r-- f I � I 30' • 30' I i I w I I I co 00 I �=- en o cn cn U, �--- ;, + + ( w � ! w I � QQ I I � '''" v Nco I I I x NN I I � �F`t- � mot¢ � � r° w twn c~nc~n I � Q¢ I � 00o I I I w I 1 � Ncv 1NELL.FLEET WAY x w- F— v3 cn i w �-- 0 ++ V) (n � � � �� I w CEO � SEE SHEET 12 80UNTY LANE � - .- I I �► � � j I � ¢ F- F- U TSEE SHEET 8 - f. Z ,� ¢ V)cn cn T J cn ii� J CAPE COD AVENUE (STA. 10 +00.00 TO STA. 23 +00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL , : , s , _ � J d- O a ■ ■ F- F= O i i 4 i / J d i f J i V J 1 i l N O j i i 2 / O i } M S ff 1 t Z w t , % i ? s _ , t r , ti t r , r ` , , v , r '[��' i O t,f) Lo w • d' i w s w _ U i Z 1 Z w - • s J N' O s / w w i J J w r 3 t ( i U 3 t M i ' ^ J sw y J �i I Cl t M: i t i i p r , , , i ' s i 352 A :} .. i ` A , r t } / O to N Cap ro r ,¢ t� Z Lo d• ; t v. M O t . { • M ; , 03 N Op M 01 O Z F © OQ 350 O �O O � N t- O ¢ W O `m /N Z _O / Z _ F- F- t -m r- z i i 1 4 Cr Z 'z i� { f 4 ¢ t W s i O Q i , , < , f +. i , - ; __,_ , ._ _�_ ._______ . ___ _. _ _ , _ 348 , . _ A _ . ,z--, � � ,., _ � �.�_� . �_ � - -'Z.Z" a�t��0•X�tM��l4TE 1' �II�J - _ _ _ - - - - - - -- - - 348, � �/� Z � ��_ - _ _ ___ cn I _ A CENTERLINE _ r _ GRADE � BEN L E _ I E tt i /a\ s : 6 t r % ! r t f , -� _ _ j - _- ( , v , 4 s 34s _ _ _ t ; i i T i / / ■ 1 1 ; i • 1 1 : i A V 4 � 1 • i •�_ i i t • r f i i 4 , a 1 344 I i t r i , { t t i r 1 j t i s / / ■ - t 3 4 i t • F/LJ U �¢ • - +� L -- E� w z w Z Z - w llllr�• • - a t r r , i a i I I , Z w (y t i y j7 t ' • w w w M i f i t • • 1 ! : y r i 1 o w = ¢ F(L• - � � • v t , s i _ Z _ w M i i 1 3 4 2 r : • a k i , ..____.._._ t s o Fj/L• _.�y L^ . r i i • - i s y z . 'i 1 ; - E; S J F• ` • M 1N ' 7 • M • I , f S i i 1 E i 1 } s r i ! r • , i , r I " i 5 � r j f � t W f s E t t s ti 5 'i t CZ cr O • N J •• �M r • t y ( I t } l � • • .. Y t 3 t S t i j � • • - T 8 " S1 � 3 f z - ; i W E R t 7 I i i Z J ;. 33 0 , E � ! 33 INVERT 3 0 " DRAIN f F SSS ; INVERT 3344 Meow �• 334 _..�� INVERT WAR R R IN �! S _ 332 W � s O C:) C) f 330 w O E w O � V) •� �n� f? K./ ; MM W Lo Lo Z J W Z , 0\ w i W w 4 M / /W 328 328 W CO -4- (0,44- a) ps O rn s z . M � CO � C) Po ro , ¢ N �Z 3 2s CO � _ O Z o z Z W ` w Z Z w � - V _ � 5. 1 LF O8 SEWED � 0. 25� " 3 4 INSTA L 218 SEWED 9 -0.3 E � INSTALL 2� 8 .56 LF OF 8 SEWER � 0.35 INSTALL 217.69 LF �F 8 SEWER � --} 0.35 INSTALL 217.69 LF OF 8 SEWE IN $ 'TA L 2 � . 1 L F F 8 SEER � 0�25� INSTALL 23 F 0 ----- ------ oil - f , , i ......... ... , . ...... . : ---------- - .... ... : , < . _,___w. _ _._._____, ..___�_.___ _ _ 322 322 __..___ , . _ , 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE M• 345.6 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 2 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.Q.B. STD. SW -6. - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D -18. WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. • FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. co - /o -r4 o taLy �p } �75, � � —v 1J RSd b ! riry"� j. M• 345.6 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 2 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.Q.B. STD. SW -6. - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D -18. WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. • FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. co - /o -r4 o taLy �p } �75, � � —v 1J RSd b ! riry"� j. t t 52' lee P-1 le oe p'j ••�`w' WELLFLEET WAY SEE SHEET 12 i 20' ' 30 30' 1 i 50 i 49 PHI,LBIN STF;EET � CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 69.26' 34.70' 07'56' 20" CATCH BASIN 500.00' 61.05' 40.61' 09'17'13" J N 1 7 r� HATHAWA (STATION 10 +00.00 SCALE: 1" _ Y AVENUE i 'f0 STA. 23 +00.00) 5 HORIZONTAL 5' VERTICAL ar n NOTE: CONTRACTOR TO ENSURE ALL SEWER LATERALS CLEAR STORM DRAIN PIPE. LEGEND: 11+00 12 +00 13 +00 14+00 15 +00 18 +00 17 +00 18 +00 13 +00 20 +00 21+00 22 +00 23 +00 wmr 34-54-6 TOP OF MANHOLE /TOP OF Cl EANOUT ELEVATION - S FURNISH & INSTALL SEINER PER CITY STANDARDS SECTION DES,I , ATION: SECTION LETTER FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.Q.B. STD. SW� -•4. _ 2 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW 6. ---- -- - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE B PER C.O.B. STD. D -18. WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. ■ • FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. 1 I T PILGRIM HEIGHTS DRIVE C`C'C cm te"r'r w w m U W U W t� cn 18" DRAIN T,. SEE SHEET 11 --36" DRAIN SEE SHEET 11 7 � J o - Z U,)z un � w ©©w J Z MM w NN in cnv) En cn 32 U 1\l 1 T ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOU T SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE 34-54-6 TOP OF MANHOLE /TOP OF Cl EANOUT ELEVATION - S FURNISH & INSTALL SEINER PER CITY STANDARDS SECTION DES,I , ATION: SECTION LETTER FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.Q.B. STD. SW� -•4. _ 2 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW 6. ---- -- - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE B PER C.O.B. STD. D -18. WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. ■ • FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. 1 I T PILGRIM HEIGHTS DRIVE C`C'C cm te"r'r w w m U W U W t� cn 18" DRAIN T,. SEE SHEET 11 --36" DRAIN SEE SHEET 11 7 � J o - Z U,)z un � w ©©w J Z MM w NN in cnv) En cn 32 U 1\l 1 T /o .le %,f* U#4 IT 1 014%,l E'..4 F'. .s D a' .. 9„ Yn3^:. _ IN %nit: 2 REVISION APPROVED BY. RkGldK A. hCcIT07SH DATE R.C.E. 33322 EXP. 06/30 /14 REVISION APPROVED BY: IAA AN SHAW C.E. IV DATE R.C.E. 32178 EXP. f2/31/14' /14 mcn - _ _- cnl 358 _ _ _ _ _ _ _ INSTA : . 2__ 368 18 —RCP; — 0.511 , cn I m _LLI ._.._.._ __ __._ _.._ . 354 i. , "`. • ",. YWWJ.ii ciry� _ r �, 352 • 4 %vim � `' O � � W ' _ _ _ _ _ _._ 352 z �--r�n �-�- rn o 350 - -- `� " ° ter'' . 350 tL o v-0; 348: > -- ZZZ •= 0 _ c� W to Z' 348 348 ----_---__ ;R 348 W Zfr=W9 LU 342 1 i 342 340' 1 _ - -___ Fn INVER f 18 DRAIN 338 338 336 __ _ ____ ._ ._ _ ___.___ __ __ _ _ _____ _ ___ ___ _ -__ 336 Q 334 - - >- _ _ __ . _ _ _ _ __ __ _ .._ .. oo -_ . _ ._ _ _ _ ___ _ _ _ _ __ _ 334 Q a 332 . _. __- _ 332 c� 330 ___ _.. _. _ . _- _ _ _ _ _ _ _ -___ _ __ _. __ -- _ - _ - _ _ _ _ _ _ _ _. _ _ - 330 SECTION A SCALE 1 =50' H OR I Z. 4 1 =5' VERT. © /o .le %,f* U#4 IT 1 014%,l E'..4 F'. .s D a' .. 9„ Yn3^:. _ IN %nit: 2 REVISION APPROVED BY. RkGldK A. hCcIT07SH DATE R.C.E. 33322 EXP. 06/30 /14 REVISION APPROVED BY: IAA AN SHAW C.E. IV DATE R.C.E. 32178 EXP. f2/31/14' /14 mcn cnl I cn I m cr-1 ED ...J a .0 w ;R W Zfr=W9 LU in �. Fn 0 W '4c cx W N c � W cn O_ a. Z� cc © cl- cx w � r co 00 f%- �1 1 J C7 116 w b- z 1 N = 1 V ac it-- -, S89'02'47"E 346----------- S89 02 47 E 344 S890 02'47"E .4 Cr J � CD U I ci C11-4 < w - 06 n 00 1 00 O N clq CO C-4 cN 17 I- cn 4 1 ■ 1 1 1 1 PILGRIM HEIGHTS DRIVE SEE SHEET 11 ' C4 Z �W� CALYPSO 'SAY SEE SHEET 8 0 P CAPE COD AVENUE (STA. 23 +00.00 TO STA. 26 +32.94) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL _�. .._. _,:_....._... IN Z) I ALL 1 V. 4 Lt ur 358 " 24 IGJ -RCP 0 - 0,101 INTALL 13x29 LF 30 ;RGJ -RCP 00 1 . 356 M F= I C) (� i O Z ♦3-Wr 3 4 1 W r w U M (01 co ; M 352Y �• • , cn o Lo �D pCJ p + }~ M M M 35 + N ZZ 13 _ _ Mw._. ,.» �,._... _..._._..__w _.._ ....r......._�.�.. _�w._ _r_._. O g_>;>;>: W - J kpppnx[UA-rf= nttttq 342 340 338 INVERT 24" DRAIN 336 3 358 Z A Z ,mow 354 rJ' oco tli Cp 00 • . 352 Q 00 + ;*4A z z -� i + ZZZ �r 3 Ty V 348 336 • " f> SEER R T t CIE 4 334 �_._�r..__µ_..."v. _�.�.__T. _.��...._._._ _rR__.__.. _�_ �__..�A_..____ �_,_., wr__....__,._._.... _. T_ _.____.. ti._. 4 . INVFRT Ir 8" SEWER 332 ,..Y... _�__._ w.� _. __..�__ y.._LL._ .w._ .._ e... �, _v 332 c3 3313__..a.._._w� J O cn w c• z z;a�� 328 = 0 -0,1n � 328 + K +^ 326 _._ _u_,_�......_ _ ._._._ .. _ .._..__�._ _ _ _._-... __..._...___... ._... ..__......_.___.�.._ 32fi Np z z Npz 324 �...��._._,.,�...� ._..___._.�...__,_.. .._..__..wF� w �- _ _ �._ _..._.__..�____�_ ...._�__.�__..w.._._. r .._..»...�.....__�.,.,v. _..___._u.._.w�....�.._ ' .�.. �. ,_...__..._.__,_._ , _.____.._.�aY '- _ _ -� 324 INSTALL 230-P2 LF OIL 6" SEWER 01.00% 322 322 23 +00 s SEWER 0 a.25% 24+00 25 +00 26 +00 4 - TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND.' ABBREVIATIONS ____.- . g FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW-4. MH MANHOLE CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW-6. SMH SEWER MANHOLE SCO SEWER CLEANOU T Q FURNISH &INSTALL STORM DRAIN PER CITY STANDARDS --- _ _ SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D -18. ELEV ELEVATION R/W RIGHT OF WAY ar FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER C.Q.B. STD. D -14. FL FLOWLINE f/ ci c� 4Q fix" ��o 6 cy �x i- f 5 ■ 30 30' I WAREHAM DRIVE SEE SHEET 7 360 360 INTALL 25,1.89 LF OF 18 RGJ - RQP 0 0.50% 3584 i�- O 356 - - - - -- - _ _ -- -� - - -- 358 O Qa?� 3Z o ai,* cq � Z 354 .�, ,� NCI- 354 pco W "'�> „ GD nom �.i .: Z .. z �.i �~ ��ii..tt VWsw i �Q p w 352 352 Q C =W� W t3_ t p Fi- Q ; Im M —i.p 00 350 - - -...- -- +`W- w �, �,(n ,, - 350 D¢ » '_ 1N 4 w p p En tn�-- o 0 .imlo- p n 1— OW Z 348 - 348 346 - -- _ -- - -- - - - -- 346 APPROX} FINISHED ' 344 ' -GRADE - _... _- -__ _ _ ______ 344 0 PIPE: ; 342 -- _ __ _ _ _ ____.___ - -- _ 342 INVER _. .__ _.__18" _DRAIN 340 - - - - 340 338 INVERT 30" DRAIN a 336 336 334 34 SECTION A SCALE 1 " =5th' HORIZ. 5 1 "= 5 VERT. SECTION DESIGNATION: SECTION LETTER 2 MEET WHERE SECTION IS SHOWN NOTE: CONTRACTOR TO ENSURE ALL SEWER LATERALS CLEAR STORM DRAIN PIPE. PILGRIM n a N HEIGHTS DRIVE 6 r 15 0 SEE SHEET 11 zl ti DRIB z z - . �" z I 2a' '0'20' , z � � SEE SHEET 7 ° to .r- 30 30 Q v Int ° as w m w 5' z w zz cr 30' 34 30 C°C> po z w 1 5 � z ' —' � I ' �- Q r%: r-: z to � U I •3 Z �n = c a t3 I I ( I c± N V W oo f p I ? '� -"�`? w 1"00 cn CN Co cn R/W � ! ��, \N� . I SEWER CLEANOUT NO. 6 LL, to � / �gP��'t o � r � R/W SEE SHEET 7 FL lb cn cn to ,r — 39 FL I STORM DRAIN M.H. NO. 16 it -� 36" DRAIN _3" DRAIN , w I STA. 26 +34.31, C.L. 5.00LT.= SEE SHT. 4R2 589 2 47"E 107.0 0 0 1 24 +00 S89 02 47 E _ 2+ 36 _DRAIN 28D,0 26 +� STA. 26 +34.3'1, DRAIN s r S89'a2'47 "E - - -- - 474.14'_ _� - -- D " - ! --, . TE2.3 --- +---- S89'02 47 E I- 280.01 -- 589�2 47 7.4irs 13+00 15892 47" 8" SEWS w �] I INTERSECTION 8 SEW E R w 28Vr01 1 STA. 26 +29. C. = � �� 35 L., HATHAWAY AVE. -, STA. 13 +64.85 C.L., WAREHAM DR. FL - ° �- `tr ° � R/W Z 1 (a U W (/�� (�+'- t� rye) ° I C3 C) 1 O ao a 1 cl Ljj 38 LLI rn Z V J ccn a p cn rt- W 4= rn r, ,;� d- 0 Lo J + Lti C1] 1- cn N O cli N W_ t t - .. _.._ .. ..1 1 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER G.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. II W IBC Z 0 W MEHAM DRIVE . SEE SHEET 7 tw v w --' w -� 20' 2010. z U cn z� ao 27 1 I 3 0 °• °• z° 34 3a o Z Pon ±± m ± : 5' �'-� 28 ! F- I ! moo CLW r-- cn(n K cn w d- ` R f W EX. R/W- Ck-, INTERSECTION +) co STA. 10+00-00 C.L, �, FL ASHINTULLY AVE.= ° STA. 15 +86.17 Cl, I t� ;� o '�� {{� WAREHAM DR. I " c� EX. FL rte, `S89 30 05 E 140.03 11+ -h S89'30'05 "E 8" SE R 135.03' o w EXIST. " I N ST. 8 SEWER , SEWER MANHOLE NO. 28 0 - 0.3'51 -/ r STA. 9 +95.00, C.L. 5r00RT, I FL X. FL STA. 9 +95.00, SEWER - - -- - M. -- 29 f� tl t I R R/W � EX. R/W '....� i I 5 I 41 tt I co 30 1 I � T ' 1 WAREHAM DRIVE SEE SHEET 7 ASHINTULLY AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 -_ -_ - -__ _ _ __ _ - ___ . _ _ _ -- _- __- __ -- - -- - -__ -__ __. __ -__ ._. -_ ____ ;_ __ _ __ 350 AWPROXIM�4TE FINISHED EXIS!1�NG FINI�HED _ ____. _ _ ... t _ :� -_ .___3___. ____ ___.t�RADE ._� �EMTERLI�IE.__ - -__ _._ �___ ._._ . _ _ GRADE__ _ __ETERLINE__ 348 - 348 -------- i 346 f • f t 344 344 J U Qw } M Q 342 - - 342 => �r . M + i 340 ______ _ _ 4 _ __ _ ___ _ _;_.___ _.- _. ____ ___ _ _ _ _ _._ __ 340 338 338 • 336 - __ _ _ _ _ _ _ __ _ _ . �wR - - SEr __ _ _ ; .. - ___ __ - 3 6 c o VENT EXIST. cool 0 � NOTE: © 8" SEWER . 1 IV" ln^Ll w tii w C NTRACTOR TO VERIFY T 334 , 334 c.. t ow 0 EXISTING SEWER LINE W Z T ' c. � ' © . BtFORE CQNSTRUCAION AND' z w Kisco _ _._.. - 332 F _Y_ . - __ _� _..0 - - - -_ _ __ __ ___ - _ _. 332 Z, ANY DISCR. ANCIES. � o moo► LA. F- +� F- MZ0 �W //�� Zp 330 .o . 15 uxiw cnzx to . 328 EE_ 5 328 8"R SEE TR. NO. !6491-SEWER 'AN AN STORM }RAIN Ph .__ S -__. _ _ 326 __ _______ _ ._____ ___ . _._.._.. ______ _ __. _- -__.__ __. _. _____. _- _ ____ ._ ___ .__,-- ___.___ .._ _:.___.__________� 326 10+00 11 +00 12 +00 to - to -r'( 00L OF D. a REVISION APPROVED BY: T ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION APPROVED BY: -- A IAN SHAW .E. I DATE R.C.E. 32178 EXP. 12/31/14 m 0 to I to t-- C <�- UZ"- z � I U i-- d CD OC tD O F— W z U 4 cW = ..= W W z��° 0 `� in (1) W Q Q Z Lu ¢© cn V) N T C ME O mV© O W in • W Z H ix p OTC C) u©0- s>> co r, 0 oft Go <N� d�N cm cm o coQ�O luj 0 y W oqZ W Lu cv) >. � N . O J a +Q=) X�N�jZ H��ZQ Z �'.Wp W�aQ 0coa� �VQ x vW= N co 0 3:: U � w � C4q � w � � uw) � LL 0 g 346----------- 344 3 358 Z A Z ,mow 354 rJ' oco tli Cp 00 • . 352 Q 00 + ;*4A z z -� i + ZZZ �r 3 Ty V 348 336 • " f> SEER R T t CIE 4 334 �_._�r..__µ_..."v. _�.�.__T. _.��...._._._ _rR__.__.. _�_ �__..�A_..____ �_,_., wr__....__,._._.... _. T_ _.____.. ti._. 4 . INVFRT Ir 8" SEWER 332 ,..Y... _�__._ w.� _. __..�__ y.._LL._ .w._ .._ e... �, _v 332 c3 3313__..a.._._w� J O cn w c• z z;a�� 328 = 0 -0,1n � 328 + K +^ 326 _._ _u_,_�......_ _ ._._._ .. _ .._..__�._ _ _ _._-... __..._...___... ._... ..__......_.___.�.._ 32fi Np z z Npz 324 �...��._._,.,�...� ._..___._.�...__,_.. .._..__..wF� w �- _ _ �._ _..._.__..�____�_ ...._�__.�__..w.._._. r .._..»...�.....__�.,.,v. _..___._u.._.w�....�.._ ' .�.. �. ,_...__..._.__,_._ , _.____.._.�aY '- _ _ -� 324 INSTALL 230-P2 LF OIL 6" SEWER 01.00% 322 322 23 +00 s SEWER 0 a.25% 24+00 25 +00 26 +00 4 - TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND.' ABBREVIATIONS ____.- . g FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW-4. MH MANHOLE CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW-6. SMH SEWER MANHOLE SCO SEWER CLEANOU T Q FURNISH &INSTALL STORM DRAIN PER CITY STANDARDS --- _ _ SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D -18. ELEV ELEVATION R/W RIGHT OF WAY ar FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER C.Q.B. STD. D -14. FL FLOWLINE f/ ci c� 4Q fix" ��o 6 cy �x i- f 5 ■ 30 30' I WAREHAM DRIVE SEE SHEET 7 360 360 INTALL 25,1.89 LF OF 18 RGJ - RQP 0 0.50% 3584 i�- O 356 - - - - -- - _ _ -- -� - - -- 358 O Qa?� 3Z o ai,* cq � Z 354 .�, ,� NCI- 354 pco W "'�> „ GD nom �.i .: Z .. z �.i �~ ��ii..tt VWsw i �Q p w 352 352 Q C =W� W t3_ t p Fi- Q ; Im M —i.p 00 350 - - -...- -- +`W- w �, �,(n ,, - 350 D¢ » '_ 1N 4 w p p En tn�-- o 0 .imlo- p n 1— OW Z 348 - 348 346 - -- _ -- - -- - - - -- 346 APPROX} FINISHED ' 344 ' -GRADE - _... _- -__ _ _ ______ 344 0 PIPE: ; 342 -- _ __ _ _ _ ____.___ - -- _ 342 INVER _. .__ _.__18" _DRAIN 340 - - - - 340 338 INVERT 30" DRAIN a 336 336 334 34 SECTION A SCALE 1 " =5th' HORIZ. 5 1 "= 5 VERT. SECTION DESIGNATION: SECTION LETTER 2 MEET WHERE SECTION IS SHOWN NOTE: CONTRACTOR TO ENSURE ALL SEWER LATERALS CLEAR STORM DRAIN PIPE. PILGRIM n a N HEIGHTS DRIVE 6 r 15 0 SEE SHEET 11 zl ti DRIB z z - . �" z I 2a' '0'20' , z � � SEE SHEET 7 ° to .r- 30 30 Q v Int ° as w m w 5' z w zz cr 30' 34 30 C°C> po z w 1 5 � z ' —' � I ' �- Q r%: r-: z to � U I •3 Z �n = c a t3 I I ( I c± N V W oo f p I ? '� -"�`? w 1"00 cn CN Co cn R/W � ! ��, \N� . I SEWER CLEANOUT NO. 6 LL, to � / �gP��'t o � r � R/W SEE SHEET 7 FL lb cn cn to ,r — 39 FL I STORM DRAIN M.H. NO. 16 it -� 36" DRAIN _3" DRAIN , w I STA. 26 +34.31, C.L. 5.00LT.= SEE SHT. 4R2 589 2 47"E 107.0 0 0 1 24 +00 S89 02 47 E _ 2+ 36 _DRAIN 28D,0 26 +� STA. 26 +34.3'1, DRAIN s r S89'a2'47 "E - - -- - 474.14'_ _� - -- D " - ! --, . TE2.3 --- +---- S89'02 47 E I- 280.01 -- 589�2 47 7.4irs 13+00 15892 47" 8" SEWS w �] I INTERSECTION 8 SEW E R w 28Vr01 1 STA. 26 +29. C. = � �� 35 L., HATHAWAY AVE. -, STA. 13 +64.85 C.L., WAREHAM DR. FL - ° �- `tr ° � R/W Z 1 (a U W (/�� (�+'- t� rye) ° I C3 C) 1 O ao a 1 cl Ljj 38 LLI rn Z V J ccn a p cn rt- W 4= rn r, ,;� d- 0 Lo J + Lti C1] 1- cn N O cli N W_ t t - .. _.._ .. ..1 1 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER G.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. II W IBC Z 0 W MEHAM DRIVE . SEE SHEET 7 tw v w --' w -� 20' 2010. z U cn z� ao 27 1 I 3 0 °• °• z° 34 3a o Z Pon ±± m ± : 5' �'-� 28 ! F- I ! moo CLW r-- cn(n K cn w d- ` R f W EX. R/W- Ck-, INTERSECTION +) co STA. 10+00-00 C.L, �, FL ASHINTULLY AVE.= ° STA. 15 +86.17 Cl, I t� ;� o '�� {{� WAREHAM DR. I " c� EX. FL rte, `S89 30 05 E 140.03 11+ -h S89'30'05 "E 8" SE R 135.03' o w EXIST. " I N ST. 8 SEWER , SEWER MANHOLE NO. 28 0 - 0.3'51 -/ r STA. 9 +95.00, C.L. 5r00RT, I FL X. FL STA. 9 +95.00, SEWER - - -- - M. -- 29 f� tl t I R R/W � EX. R/W '....� i I 5 I 41 tt I co 30 1 I � T ' 1 WAREHAM DRIVE SEE SHEET 7 ASHINTULLY AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 -_ -_ - -__ _ _ __ _ - ___ . _ _ _ -- _- __- __ -- - -- - -__ -__ __. __ -__ ._. -_ ____ ;_ __ _ __ 350 AWPROXIM�4TE FINISHED EXIS!1�NG FINI�HED _ ____. _ _ ... t _ :� -_ .___3___. ____ ___.t�RADE ._� �EMTERLI�IE.__ - -__ _._ �___ ._._ . _ _ GRADE__ _ __ETERLINE__ 348 - 348 -------- i 346 f • f t 344 344 J U Qw } M Q 342 - - 342 => �r . M + i 340 ______ _ _ 4 _ __ _ ___ _ _;_.___ _.- _. ____ ___ _ _ _ _ _._ __ 340 338 338 • 336 - __ _ _ _ _ _ _ __ _ _ . �wR - - SEr __ _ _ ; .. - ___ __ - 3 6 c o VENT EXIST. cool 0 � NOTE: © 8" SEWER . 1 IV" ln^Ll w tii w C NTRACTOR TO VERIFY T 334 , 334 c.. t ow 0 EXISTING SEWER LINE W Z T ' c. � ' © . BtFORE CQNSTRUCAION AND' z w Kisco _ _._.. - 332 F _Y_ . - __ _� _..0 - - - -_ _ __ __ ___ - _ _. 332 Z, ANY DISCR. ANCIES. � o moo► LA. F- +� F- MZ0 �W //�� Zp 330 .o . 15 uxiw cnzx to . 328 EE_ 5 328 8"R SEE TR. NO. !6491-SEWER 'AN AN STORM }RAIN Ph .__ S -__. _ _ 326 __ _______ _ ._____ ___ . _._.._.. ______ _ __. _- -__.__ __. _. _____. _- _ ____ ._ ___ .__,-- ___.___ .._ _:.___.__________� 326 10+00 11 +00 12 +00 to - to -r'( 00L OF D. a REVISION APPROVED BY: T ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION APPROVED BY: -- A IAN SHAW .E. I DATE R.C.E. 32178 EXP. 12/31/14 m 0 to I to t-- C <�- UZ"- z � I U i-- d CD OC tD O F— W z U 4 cW = ..= W W z��° 0 `� in (1) W Q Q Z Lu ¢© cn V) N T C ME O mV© O W in • W Z H ix p OTC C) u©0- s>> co r, 0 oft Go <N� d�N cm cm o coQ�O luj 0 y W oqZ W Lu cv) >. � N . O J a +Q=) X�N�jZ H��ZQ Z �'.Wp W�aQ 0coa� �VQ x vW= N co 0 3:: U � w � C4q � w � � uw) � LL 0 g 336 • " f> SEER R T t CIE 4 334 �_._�r..__µ_..."v. _�.�.__T. _.��...._._._ _rR__.__.. _�_ �__..�A_..____ �_,_., wr__....__,._._.... _. T_ _.____.. ti._. 4 . INVFRT Ir 8" SEWER 332 ,..Y... _�__._ w.� _. __..�__ y.._LL._ .w._ .._ e... �, _v 332 c3 3313__..a.._._w� J O cn w c• z z;a�� 328 = 0 -0,1n � 328 + K +^ 326 _._ _u_,_�......_ _ ._._._ .. _ .._..__�._ _ _ _._-... __..._...___... ._... ..__......_.___.�.._ 32fi Np z z Npz 324 �...��._._,.,�...� ._..___._.�...__,_.. .._..__..wF� w �- _ _ �._ _..._.__..�____�_ ...._�__.�__..w.._._. r .._..»...�.....__�.,.,v. _..___._u.._.w�....�.._ ' .�.. �. ,_...__..._.__,_._ , _.____.._.�aY '- _ _ -� 324 INSTALL 230-P2 LF OIL 6" SEWER 01.00% 322 322 23 +00 s SEWER 0 a.25% 24+00 25 +00 26 +00 4 - TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND.' ABBREVIATIONS ____.- . g FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW-4. MH MANHOLE CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW-6. SMH SEWER MANHOLE SCO SEWER CLEANOU T Q FURNISH &INSTALL STORM DRAIN PER CITY STANDARDS --- _ _ SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D -18. ELEV ELEVATION R/W RIGHT OF WAY ar FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER C.Q.B. STD. D -14. FL FLOWLINE f/ ci c� 4Q fix" ��o 6 cy �x i- f 5 ■ 30 30' I WAREHAM DRIVE SEE SHEET 7 360 360 INTALL 25,1.89 LF OF 18 RGJ - RQP 0 0.50% 3584 i�- O 356 - - - - -- - _ _ -- -� - - -- 358 O Qa?� 3Z o ai,* cq � Z 354 .�, ,� NCI- 354 pco W "'�> „ GD nom �.i .: Z .. z �.i �~ ��ii..tt VWsw i �Q p w 352 352 Q C =W� W t3_ t p Fi- Q ; Im M —i.p 00 350 - - -...- -- +`W- w �, �,(n ,, - 350 D¢ » '_ 1N 4 w p p En tn�-- o 0 .imlo- p n 1— OW Z 348 - 348 346 - -- _ -- - -- - - - -- 346 APPROX} FINISHED ' 344 ' -GRADE - _... _- -__ _ _ ______ 344 0 PIPE: ; 342 -- _ __ _ _ _ ____.___ - -- _ 342 INVER _. .__ _.__18" _DRAIN 340 - - - - 340 338 INVERT 30" DRAIN a 336 336 334 34 SECTION A SCALE 1 " =5th' HORIZ. 5 1 "= 5 VERT. SECTION DESIGNATION: SECTION LETTER 2 MEET WHERE SECTION IS SHOWN NOTE: CONTRACTOR TO ENSURE ALL SEWER LATERALS CLEAR STORM DRAIN PIPE. PILGRIM n a N HEIGHTS DRIVE 6 r 15 0 SEE SHEET 11 zl ti DRIB z z - . �" z I 2a' '0'20' , z � � SEE SHEET 7 ° to .r- 30 30 Q v Int ° as w m w 5' z w zz cr 30' 34 30 C°C> po z w 1 5 � z ' —' � I ' �- Q r%: r-: z to � U I •3 Z �n = c a t3 I I ( I c± N V W oo f p I ? '� -"�`? w 1"00 cn CN Co cn R/W � ! ��, \N� . I SEWER CLEANOUT NO. 6 LL, to � / �gP��'t o � r � R/W SEE SHEET 7 FL lb cn cn to ,r — 39 FL I STORM DRAIN M.H. NO. 16 it -� 36" DRAIN _3" DRAIN , w I STA. 26 +34.31, C.L. 5.00LT.= SEE SHT. 4R2 589 2 47"E 107.0 0 0 1 24 +00 S89 02 47 E _ 2+ 36 _DRAIN 28D,0 26 +� STA. 26 +34.3'1, DRAIN s r S89'a2'47 "E - - -- - 474.14'_ _� - -- D " - ! --, . TE2.3 --- +---- S89'02 47 E I- 280.01 -- 589�2 47 7.4irs 13+00 15892 47" 8" SEWS w �] I INTERSECTION 8 SEW E R w 28Vr01 1 STA. 26 +29. C. = � �� 35 L., HATHAWAY AVE. -, STA. 13 +64.85 C.L., WAREHAM DR. FL - ° �- `tr ° � R/W Z 1 (a U W (/�� (�+'- t� rye) ° I C3 C) 1 O ao a 1 cl Ljj 38 LLI rn Z V J ccn a p cn rt- W 4= rn r, ,;� d- 0 Lo J + Lti C1] 1- cn N O cli N W_ t t - .. _.._ .. ..1 1 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER G.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. II W IBC Z 0 W MEHAM DRIVE . SEE SHEET 7 tw v w --' w -� 20' 2010. z U cn z� ao 27 1 I 3 0 °• °• z° 34 3a o Z Pon ±± m ± : 5' �'-� 28 ! F- I ! moo CLW r-- cn(n K cn w d- ` R f W EX. R/W- Ck-, INTERSECTION +) co STA. 10+00-00 C.L, �, FL ASHINTULLY AVE.= ° STA. 15 +86.17 Cl, I t� ;� o '�� {{� WAREHAM DR. I " c� EX. FL rte, `S89 30 05 E 140.03 11+ -h S89'30'05 "E 8" SE R 135.03' o w EXIST. " I N ST. 8 SEWER , SEWER MANHOLE NO. 28 0 - 0.3'51 -/ r STA. 9 +95.00, C.L. 5r00RT, I FL X. FL STA. 9 +95.00, SEWER - - -- - M. -- 29 f� tl t I R R/W � EX. R/W '....� i I 5 I 41 tt I co 30 1 I � T ' 1 WAREHAM DRIVE SEE SHEET 7 ASHINTULLY AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 -_ -_ - -__ _ _ __ _ - ___ . _ _ _ -- _- __- __ -- - -- - -__ -__ __. __ -__ ._. -_ ____ ;_ __ _ __ 350 AWPROXIM�4TE FINISHED EXIS!1�NG FINI�HED _ ____. _ _ ... t _ :� -_ .___3___. ____ ___.t�RADE ._� �EMTERLI�IE.__ - -__ _._ �___ ._._ . _ _ GRADE__ _ __ETERLINE__ 348 - 348 -------- i 346 f • f t 344 344 J U Qw } M Q 342 - - 342 => �r . M + i 340 ______ _ _ 4 _ __ _ ___ _ _;_.___ _.- _. ____ ___ _ _ _ _ _._ __ 340 338 338 • 336 - __ _ _ _ _ _ _ __ _ _ . �wR - - SEr __ _ _ ; .. - ___ __ - 3 6 c o VENT EXIST. cool 0 � NOTE: © 8" SEWER . 1 IV" ln^Ll w tii w C NTRACTOR TO VERIFY T 334 , 334 c.. t ow 0 EXISTING SEWER LINE W Z T ' c. � ' © . BtFORE CQNSTRUCAION AND' z w Kisco _ _._.. - 332 F _Y_ . - __ _� _..0 - - - -_ _ __ __ ___ - _ _. 332 Z, ANY DISCR. ANCIES. � o moo► LA. F- +� F- MZ0 �W //�� Zp 330 .o . 15 uxiw cnzx to . 328 EE_ 5 328 8"R SEE TR. NO. !6491-SEWER 'AN AN STORM }RAIN Ph .__ S -__. _ _ 326 __ _______ _ ._____ ___ . _._.._.. ______ _ __. _- -__.__ __. _. _____. _- _ ____ ._ ___ .__,-- ___.___ .._ _:.___.__________� 326 10+00 11 +00 12 +00 to - to -r'( 00L OF D. a REVISION APPROVED BY: T ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION APPROVED BY: -- A IAN SHAW .E. I DATE R.C.E. 32178 EXP. 12/31/14 m 0 to I to t-- C <�- UZ"- z � I U i-- d CD OC tD O F— W z U 4 cW = ..= W W z��° 0 `� in (1) W Q Q Z Lu ¢© cn V) N T C ME O mV© O W in • W Z H ix p OTC C) u©0- s>> co r, 0 oft Go <N� d�N cm cm o coQ�O luj 0 y W oqZ W Lu cv) >. � N . O J a +Q=) X�N�jZ H��ZQ Z �'.Wp W�aQ 0coa� �VQ x vW= N co 0 3:: U � w � C4q � w � � uw) � LL 0 g f/ ci c� 4Q fix" ��o 6 cy �x i- f 5 ■ 30 30' I WAREHAM DRIVE SEE SHEET 7 360 360 INTALL 25,1.89 LF OF 18 RGJ - RQP 0 0.50% 3584 i�- O 356 - - - - -- - _ _ -- -� - - -- 358 O Qa?� 3Z o ai,* cq � Z 354 .�, ,� NCI- 354 pco W "'�> „ GD nom �.i .: Z .. z �.i �~ ��ii..tt VWsw i �Q p w 352 352 Q C =W� W t3_ t p Fi- Q ; Im M —i.p 00 350 - - -...- -- +`W- w �, �,(n ,, - 350 D¢ » '_ 1N 4 w p p En tn�-- o 0 .imlo- p n 1— OW Z 348 - 348 346 - -- _ -- - -- - - - -- 346 APPROX} FINISHED ' 344 ' -GRADE - _... _- -__ _ _ ______ 344 0 PIPE: ; 342 -- _ __ _ _ _ ____.___ - -- _ 342 INVER _. .__ _.__18" _DRAIN 340 - - - - 340 338 INVERT 30" DRAIN a 336 336 334 34 SECTION A SCALE 1 " =5th' HORIZ. 5 1 "= 5 VERT. SECTION DESIGNATION: SECTION LETTER 2 MEET WHERE SECTION IS SHOWN NOTE: CONTRACTOR TO ENSURE ALL SEWER LATERALS CLEAR STORM DRAIN PIPE. PILGRIM n a N HEIGHTS DRIVE 6 r 15 0 SEE SHEET 11 zl ti DRIB z z - . �" z I 2a' '0'20' , z � � SEE SHEET 7 ° to .r- 30 30 Q v Int ° as w m w 5' z w zz cr 30' 34 30 C°C> po z w 1 5 � z ' —' � I ' �- Q r%: r-: z to � U I •3 Z �n = c a t3 I I ( I c± N V W oo f p I ? '� -"�`? w 1"00 cn CN Co cn R/W � ! ��, \N� . I SEWER CLEANOUT NO. 6 LL, to � / �gP��'t o � r � R/W SEE SHEET 7 FL lb cn cn to ,r — 39 FL I STORM DRAIN M.H. NO. 16 it -� 36" DRAIN _3" DRAIN , w I STA. 26 +34.31, C.L. 5.00LT.= SEE SHT. 4R2 589 2 47"E 107.0 0 0 1 24 +00 S89 02 47 E _ 2+ 36 _DRAIN 28D,0 26 +� STA. 26 +34.3'1, DRAIN s r S89'a2'47 "E - - -- - 474.14'_ _� - -- D " - ! --, . TE2.3 --- +---- S89'02 47 E I- 280.01 -- 589�2 47 7.4irs 13+00 15892 47" 8" SEWS w �] I INTERSECTION 8 SEW E R w 28Vr01 1 STA. 26 +29. C. = � �� 35 L., HATHAWAY AVE. -, STA. 13 +64.85 C.L., WAREHAM DR. FL - ° �- `tr ° � R/W Z 1 (a U W (/�� (�+'- t� rye) ° I C3 C) 1 O ao a 1 cl Ljj 38 LLI rn Z V J ccn a p cn rt- W 4= rn r, ,;� d- 0 Lo J + Lti C1] 1- cn N O cli N W_ t t - .. _.._ .. ..1 1 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER G.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. II W IBC Z 0 W MEHAM DRIVE . SEE SHEET 7 tw v w --' w -� 20' 2010. z U cn z� ao 27 1 I 3 0 °• °• z° 34 3a o Z Pon ±± m ± : 5' �'-� 28 ! F- I ! moo CLW r-- cn(n K cn w d- ` R f W EX. R/W- Ck-, INTERSECTION +) co STA. 10+00-00 C.L, �, FL ASHINTULLY AVE.= ° STA. 15 +86.17 Cl, I t� ;� o '�� {{� WAREHAM DR. I " c� EX. FL rte, `S89 30 05 E 140.03 11+ -h S89'30'05 "E 8" SE R 135.03' o w EXIST. " I N ST. 8 SEWER , SEWER MANHOLE NO. 28 0 - 0.3'51 -/ r STA. 9 +95.00, C.L. 5r00RT, I FL X. FL STA. 9 +95.00, SEWER - - -- - M. -- 29 f� tl t I R R/W � EX. R/W '....� i I 5 I 41 tt I co 30 1 I � T ' 1 WAREHAM DRIVE SEE SHEET 7 ASHINTULLY AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 -_ -_ - -__ _ _ __ _ - ___ . _ _ _ -- _- __- __ -- - -- - -__ -__ __. __ -__ ._. -_ ____ ;_ __ _ __ 350 AWPROXIM�4TE FINISHED EXIS!1�NG FINI�HED _ ____. _ _ ... t _ :� -_ .___3___. ____ ___.t�RADE ._� �EMTERLI�IE.__ - -__ _._ �___ ._._ . _ _ GRADE__ _ __ETERLINE__ 348 - 348 -------- i 346 f • f t 344 344 J U Qw } M Q 342 - - 342 => �r . M + i 340 ______ _ _ 4 _ __ _ ___ _ _;_.___ _.- _. ____ ___ _ _ _ _ _._ __ 340 338 338 • 336 - __ _ _ _ _ _ _ __ _ _ . �wR - - SEr __ _ _ ; .. - ___ __ - 3 6 c o VENT EXIST. cool 0 � NOTE: © 8" SEWER . 1 IV" ln^Ll w tii w C NTRACTOR TO VERIFY T 334 , 334 c.. t ow 0 EXISTING SEWER LINE W Z T ' c. � ' © . BtFORE CQNSTRUCAION AND' z w Kisco _ _._.. - 332 F _Y_ . - __ _� _..0 - - - -_ _ __ __ ___ - _ _. 332 Z, ANY DISCR. ANCIES. � o moo► LA. F- +� F- MZ0 �W //�� Zp 330 .o . 15 uxiw cnzx to . 328 EE_ 5 328 8"R SEE TR. NO. !6491-SEWER 'AN AN STORM }RAIN Ph .__ S -__. _ _ 326 __ _______ _ ._____ ___ . _._.._.. ______ _ __. _- -__.__ __. _. _____. _- _ ____ ._ ___ .__,-- ___.___ .._ _:.___.__________� 326 10+00 11 +00 12 +00 to - to -r'( 00L OF D. a REVISION APPROVED BY: T ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION APPROVED BY: -- A IAN SHAW .E. I DATE R.C.E. 32178 EXP. 12/31/14 m 0 to I to t-- C <�- UZ"- z � I U i-- d CD OC tD O F— W z U 4 cW = ..= W W z��° 0 `� in (1) W Q Q Z Lu ¢© cn V) N T C ME O mV© O W in • W Z H ix p OTC C) u©0- s>> co r, 0 oft Go <N� d�N cm cm o coQ�O luj 0 y W oqZ W Lu cv) >. � N . O J a +Q=) X�N�jZ H��ZQ Z �'.Wp W�aQ 0coa� �VQ x vW= N co 0 3:: U � w � C4q � w � � uw) � LL 0 g SECTION DESIGNATION: SECTION LETTER 2 MEET WHERE SECTION IS SHOWN NOTE: CONTRACTOR TO ENSURE ALL SEWER LATERALS CLEAR STORM DRAIN PIPE. PILGRIM n a N HEIGHTS DRIVE 6 r 15 0 SEE SHEET 11 zl ti DRIB z z - . �" z I 2a' '0'20' , z � � SEE SHEET 7 ° to .r- 30 30 Q v Int ° as w m w 5' z w zz cr 30' 34 30 C°C> po z w 1 5 � z ' —' � I ' �- Q r%: r-: z to � U I •3 Z �n = c a t3 I I ( I c± N V W oo f p I ? '� -"�`? w 1"00 cn CN Co cn R/W � ! ��, \N� . I SEWER CLEANOUT NO. 6 LL, to � / �gP��'t o � r � R/W SEE SHEET 7 FL lb cn cn to ,r — 39 FL I STORM DRAIN M.H. NO. 16 it -� 36" DRAIN _3" DRAIN , w I STA. 26 +34.31, C.L. 5.00LT.= SEE SHT. 4R2 589 2 47"E 107.0 0 0 1 24 +00 S89 02 47 E _ 2+ 36 _DRAIN 28D,0 26 +� STA. 26 +34.3'1, DRAIN s r S89'a2'47 "E - - -- - 474.14'_ _� - -- D " - ! --, . TE2.3 --- +---- S89'02 47 E I- 280.01 -- 589�2 47 7.4irs 13+00 15892 47" 8" SEWS w �] I INTERSECTION 8 SEW E R w 28Vr01 1 STA. 26 +29. C. = � �� 35 L., HATHAWAY AVE. -, STA. 13 +64.85 C.L., WAREHAM DR. FL - ° �- `tr ° � R/W Z 1 (a U W (/�� (�+'- t� rye) ° I C3 C) 1 O ao a 1 cl Ljj 38 LLI rn Z V J ccn a p cn rt- W 4= rn r, ,;� d- 0 Lo J + Lti C1] 1- cn N O cli N W_ t t - .. _.._ .. ..1 1 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER G.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. II W IBC Z 0 W MEHAM DRIVE . SEE SHEET 7 tw v w --' w -� 20' 2010. z U cn z� ao 27 1 I 3 0 °• °• z° 34 3a o Z Pon ±± m ± : 5' �'-� 28 ! F- I ! moo CLW r-- cn(n K cn w d- ` R f W EX. R/W- Ck-, INTERSECTION +) co STA. 10+00-00 C.L, �, FL ASHINTULLY AVE.= ° STA. 15 +86.17 Cl, I t� ;� o '�� {{� WAREHAM DR. I " c� EX. FL rte, `S89 30 05 E 140.03 11+ -h S89'30'05 "E 8" SE R 135.03' o w EXIST. " I N ST. 8 SEWER , SEWER MANHOLE NO. 28 0 - 0.3'51 -/ r STA. 9 +95.00, C.L. 5r00RT, I FL X. FL STA. 9 +95.00, SEWER - - -- - M. -- 29 f� tl t I R R/W � EX. R/W '....� i I 5 I 41 tt I co 30 1 I � T ' 1 WAREHAM DRIVE SEE SHEET 7 ASHINTULLY AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 -_ -_ - -__ _ _ __ _ - ___ . _ _ _ -- _- __- __ -- - -- - -__ -__ __. __ -__ ._. -_ ____ ;_ __ _ __ 350 AWPROXIM�4TE FINISHED EXIS!1�NG FINI�HED _ ____. _ _ ... t _ :� -_ .___3___. ____ ___.t�RADE ._� �EMTERLI�IE.__ - -__ _._ �___ ._._ . _ _ GRADE__ _ __ETERLINE__ 348 - 348 -------- i 346 f • f t 344 344 J U Qw } M Q 342 - - 342 => �r . M + i 340 ______ _ _ 4 _ __ _ ___ _ _;_.___ _.- _. ____ ___ _ _ _ _ _._ __ 340 338 338 • 336 - __ _ _ _ _ _ _ __ _ _ . �wR - - SEr __ _ _ ; .. - ___ __ - 3 6 c o VENT EXIST. cool 0 � NOTE: © 8" SEWER . 1 IV" ln^Ll w tii w C NTRACTOR TO VERIFY T 334 , 334 c.. t ow 0 EXISTING SEWER LINE W Z T ' c. � ' © . BtFORE CQNSTRUCAION AND' z w Kisco _ _._.. - 332 F _Y_ . - __ _� _..0 - - - -_ _ __ __ ___ - _ _. 332 Z, ANY DISCR. ANCIES. � o moo► LA. F- +� F- MZ0 �W //�� Zp 330 .o . 15 uxiw cnzx to . 328 EE_ 5 328 8"R SEE TR. NO. !6491-SEWER 'AN AN STORM }RAIN Ph .__ S -__. _ _ 326 __ _______ _ ._____ ___ . _._.._.. ______ _ __. _- -__.__ __. _. _____. _- _ ____ ._ ___ .__,-- ___.___ .._ _:.___.__________� 326 10+00 11 +00 12 +00 to - to -r'( 00L OF D. a REVISION APPROVED BY: T ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION APPROVED BY: -- A IAN SHAW .E. I DATE R.C.E. 32178 EXP. 12/31/14 m 0 to I to t-- C <�- UZ"- z � I U i-- d CD OC tD O F— W z U 4 cW = ..= W W z��° 0 `� in (1) W Q Q Z Lu ¢© cn V) N T C ME O mV© O W in • W Z H ix p OTC C) u©0- s>> co r, 0 oft Go <N� d�N cm cm o coQ�O luj 0 y W oqZ W Lu cv) >. � N . O J a +Q=) X�N�jZ H��ZQ Z �'.Wp W�aQ 0coa� �VQ x vW= N co 0 3:: U � w � C4q � w � � uw) � LL 0 g to - to -r'( 00L OF D. a REVISION APPROVED BY: T ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION APPROVED BY: -- A IAN SHAW .E. I DATE R.C.E. 32178 EXP. 12/31/14 m 0 to I to t-- C <�- UZ"- z � I U i-- d CD OC tD O F— W z U 4 cW = ..= W W z��° 0 `� in (1) W Q Q Z Lu ¢© cn V) N T C ME O mV© O W in • W Z H ix p OTC C) u©0- s>> co r, 0 oft Go <N� d�N cm cm o coQ�O luj 0 y W oqZ W Lu cv) >. � N . O J a +Q=) X�N�jZ H��ZQ Z �'.Wp W�aQ 0coa� �VQ x vW= N co 0 3:: U � w � C4q � w � � uw) � LL 0 g oft Go <N� d�N cm cm o coQ�O luj 0 y W oqZ W Lu cv) >. � N . O J a +Q=) X�N�jZ H��ZQ Z �'.Wp W�aQ 0coa� �VQ x vW= N co 0 3:: U � w � C4q � w � � uw) � LL 0 g 9 +a0 _ t + S89 02 47 E 24" DRAIN 13+00 _ _ �`' 388.20' 14+00 _- - - ^S89'02'47 "E - ---- - - - - -- - SEINER MANHOLE NO. 10 - �- _____ - -- -433.99 -!- SEE SHEET 12 24 DRAIN$ 89'02;,47 "E 100.0 S89'02'47"E $ S w $ 1 8 SEWER o 270.43 S89 02 47 E 35, 93 I Q fi SEWER M ?4 DRAIN _NW37'04 W 47 3' FL I cop DRAIN � S89'22'56 "W 15.42' B 10 M Coto 56 i � � � 11 rl 11. T-- _j 45 r-, lo- IY n! F.- 1- I- I v M M 0 0 �© V) cq if C5 F-- r- Lo M ct), 04 . !1 w z + -j�'rC J 1 w it co � © 0 0 J . U-i -i � w `t O d, il♦ /� r.. z 20' 20' C) Q OL. m z 0000 Z PI rs. Q �? • -� z �r �t s Ca 0 06061 55 W J z J W w = U , m �, ,� W 00 Cv W C� C� W qd- * J� a z U J 2 w 3a 30 m+ + 0+ /+ 0++ / � � y U+ }' +' ch M. d cv ♦w F- T- ¢w0 � o I R%W C' I ° I o° I a Ilf- 0 N CCv I N 1 N I w , C) N 04 N Lu J w U v) 00 I L6 o L�`1 L(i 0 � + I + + I + i + Sz z000 fI] N I '' I ? 1 mot- 0 0 ¢ ca0 - :J 58 ' 5 - b6 � 0-m "' '+ " F-- < Q Q jr r �„ V J I `n U) I L'e) cU cU LLJ ia_'. ¢ I 1 z V) V) I I a (n o I t Q Mp 00 C5 °° 11 w Z° ET i}RIVE c z a V V) V)� cn ° °' Q °' g 1-: SEE SHEET 12 I r zrQ- Ot-ow a°i`z- I cq � I Cl �. W V) (-:)j to z 0 co V) tl? SD 0 po R -En a •� 0� ;; N'b' N _/ RIVE SEE SHEET 1 ? <c ee� :J 6 I I I 1 I 0< - 1 �,,��; �,,� Z --� 1 ¢� 1 cn I : 20 I I SDMH STORM DRAIN MANHOLE 0 tom].. F-: I -AL CD 0 V 0 Z w w © V pe) 2 1 �; 330 WELL.FLEET DRIVE Z U" �; I p M c) �NO0034 3 � 1 m v C> a I I Ln CN � r- = CV cf] V MOD r Z N I+ N Lo V Lri co � + I tV-- U W SEE SHEET 12 00 0 o iii -m l w- �¢-1¢- 100 cv - C) ''� ;z V) I cf) w cf) ' cf) + N BOUNTY LANE + U cn W 14 N J 00 C) 4 n 11 � ° J I �- „� N �w I cy ¢W 0 cv tv W z d.d ° 5' ++ 000 W SEE SHEET 8 + C14 a_ � o F--Ow Z U I I I I I � w (n PILGRIM N 20 20 z —1 LaJ W won HEIGHTS DRIVE U U N � N w a- � W 0) w {"1 j O a 00 F- C? STA. 23 +56.88, C.L. 22.54LT.- STA. 23 +56.88, DRAIN F- p C0 Z z ar on I . I 30 30 I '�-) _., a. tai W J LL z` m d- N p ©� p I` 0 3 I� O OD PI < a qd- m � d°' L.I V"� � � U C) a Eii a o f ° ai o Cif 5W , < m N �'I . �-�- t`. .. L) cn 0 L0* ° M I z I �- i I.i.. + _ o U + _ I c3 -�cn r` I .¢ In c� Y a w i o o c I ►� + I I I ° 62 63 z < rn rn 0D 00 I ,5 5 I 1 a:+ W � 0) 'Q O to + + W 0) a w .� p Ll �- � ¢ ¢ U � lsf . < w a. {� o a Z 0 �; p V C) I ° Lo Q N 1 1- W !- d - ¢ Q �`) ' Z W F- V) C� cn �o + fl N + 0, m 00 + + + `� m cc '- 0 w Z cn z 0 Cl) I c-a� c u r- I �- �_ �' I I I - o t- cn a �i �-- t-- c� �- U) n t cn to , ¢ F I R I�t Q I '- cn �c I �-- Cn Q r- cn �° t ° «o i.ti _ -� -r - W fY w 00 w.� - FL Q ■� 8 DRAIN � - h � S68'30'38"E 48.94' I Q co C7. w 0 i 9 +a0 _ t + S89 02 47 E 24" DRAIN 13+00 _ _ �`' 388.20' 14+00 _- - - ^S89'02'47 "E - ---- - - - - -- - SEINER MANHOLE NO. 10 - �- _____ - -- -433.99 -!- SEE SHEET 12 24 DRAIN$ 89'02;,47 "E 100.0 S89'02'47"E $ S w $ 1 8 SEWER o 270.43 S89 02 47 E 35, 93 I Q fi SEWER M ?4 DRAIN _NW37'04 W 47 3' FL I cop DRAIN � S89'22'56 "W 15.42' B 10 M Coto 56 i � � � 11 rl 11. T-- _j 45 r-, lo- IY n! F.- 1- I- I v M M 0 0 �© V) cq if C5 F-- r- Lo M ct), 04 . !1 w z + -j�'rC J 1 w it co � © 0 0 J . U-i -i � w `t O d, il♦ /� r.. z 20' 20' C) Q OL. m z 0000 Z PI rs. Q �? • -� z �r �t s Ca 0 06061 55 W J z J W w = U , m �, ,� W 00 Cv W C� C� W qd- * J� a z U J 2 w 3a 30 m+ + 0+ /+ 0++ / � � y U+ }' +' ch M. d cv ♦w F- T- ¢w0 � o I R%W C' I ° I o° I a Ilf- 0 N CCv I N 1 N I w , C) N 04 N Lu J w U v) 00 I L6 o L�`1 L(i 0 � + I + + I + i + Sz z000 fI] N I '' I ? 1 mot- 0 0 ¢ ca0 - :J 58 ' 5 - b6 � 0-m "' '+ " F-- < Q Q jr r �„ V J I `n U) I L'e) cU cU LLJ ia_'. ¢ I 1 z V) V) I I a (n o I t Q Mp 00 C5 °° °° �, +J, Z° ET i}RIVE c z a V V) V)� cn ° °' Q °' g 1-: SEE SHEET 12 I r zrQ- Ot-ow a°i`z- I cq � I Cl �. W V) (-:)j to z 0 co V) tl? SD 0 po R -En a •� 0� ;; N'b' N _/ RIVE SEE SHEET 1 ? <c ee� :J .J J CD O p ° Lo 30 131 0 , cn 0 Q) tp d' Lo Q I I � d IlV_ © 36 1 37 I Q CD 3i 1J � �= Q CD oi �ai._IJtiJ+ r� © Lo Lo 00 ' 04 04 + CD 0 1-: I < R/W I Uo I r N i FL `-I z I cq � I Cl �. PILGRIM HEIGHTS 48 I C) of N SD 0 po R -En a •� 0� ;; N'b' N _/ RIVE SEE SHEET 1 ? <c v J 6 I I I 1 I 0< - 1 �,,��; �,,� Z --� 1 ¢� 1 cn I : 20 I I SDMH STORM DRAIN MANHOLE 0 tom].. F-: I -AL CD 0 V 0 Z w w © V pe) 2 1 �; 330 z in ¢ Z U" �; I p M c) �NO0034 3 o 1 m v C> a I I Ln CN � r- = CV cf] V MOD r Z N I+ N Lo V Lri + + I tV-- U W W (-- z r e- r-r- a 00 I UD 1 -m l w- �¢-1¢- 100 cv - C) ''� ;z V) I cf) w cf) ' cf) + N I � d IlV_ © 36 1 37 I Q CD 3i 1J � �= Q CD oi �ai._IJtiJ+ I J C - I po 38 39 © Lo Lo 00 ' 04 04 + CD 0 1-: I < R/W I Uo I po N i FL `-I z I cq � I Cl 1.1 589 }2'47 E 5+ 6 +oa �'' 30" DRAIN 296.24' w - - S89'02'47 "E - - - 296.24' 1 _ - - _ 18 +00 - S89'02'47 "E 19 +a0 _ 2a +oo N I _ _ 21+00 • S S89'02'47 "E 8" SEWER © S 238.18 7 +aa " S " • - - , S -- - S89�2 47 E fi SEWER 193.42 N � IM 589'02'47 "E w w - -- - -- 1 to F--: ,_: t� - I1. ) i o i o I ? I 0 0 ¢ Ir Q I o I N N CN C) C) N 00 cr a J 0 CN I CN N N C) M p 0 r" ui M U oq L6 Lei z n 00 i �- i o 1 N z• ,¢ I 0 ai c� I co I �- Z :3; C� D I + w + I + 00 co ¢ 52 51 � rIIIII Co NAM wco �5 49 � MM � � � to = .� Z NN , I , I I I I Q° r r 30 34 '� I E-� I r `f �U, ' p r¢ a W � MIKASA LANE r' SEE SHEET 12 I ; 0 n o ull Jn N � po FURNISH & INSTALL SEWER PER CITY STANDARDS 1 z I cq � I Cl �. PILGRIM HEIGHTS 48 I C) of N SD 0 po 2 a •� 0� ;; N'b' N _/ RIVE SEE SHEET 1 ? <c v J 6 I I i I 1 I -- - -- - -- - 1 �,,��; �,,� Z --� 1 ¢� 1 cn I : 20 1 20' SDMH STORM DRAIN MANHOLE 0 T EXIST -AL © MANHOLE TYPE "B" PER C.O.B. STD. D -18. C) Lo C -u j Y- w w WWO� W J 30' cr- C) 30' , © MANHOLE .40 1 41 ° i! I - N w V) d- FLOWLINE co ¢ clo 421 + Lam' I i`► P'y► -ja LA-LLJ N ca CD w LY_ ¢ 1 Wo 0 w OD , 00 Lo �-- C-4 21 Q O Z I UD C) ° z� cv - C) ''� ;z V) I I I 1 43 + N O c� m N + U cn W 14 N J 00 Z �- „� o F- cy ¢W 0 cv tv W z d.d ° 5' ++ I 18 W + �N i 5 + � o F--Ow Z tJ) I I I � w (n PILGRIM N C-0 (n z© W Ln t/) w HEIGHTS DRIVE -- - - --�- -- - - - STORM DRAIN M.H. NO. 20 cn I I (n Q ��,,, j 00 t I STA. 23 +56.88, C.L. 22.54LT.- STA. 23 +56.88, DRAIN 1.1 589 }2'47 E 5+ 6 +oa �'' 30" DRAIN 296.24' w - - S89'02'47 "E - - - 296.24' 1 _ - - _ 18 +00 - S89'02'47 "E 19 +a0 _ 2a +oo N I _ _ 21+00 • S S89'02'47 "E 8" SEWER © S 238.18 7 +aa " S " • - - , S -- - S89�2 47 E fi SEWER 193.42 N � IM 589'02'47 "E w w - -- - -- 1 to F--: ,_: t� - I1. ) i o i o I ? I 0 0 ¢ Ir Q I o I N N CN C) C) N 00 cr a J 0 CN I CN N N C) M p 0 r" ui M U oq L6 Lei z n 00 i �- i o 1 N z• ,¢ I 0 ai c� I co I �- Z :3; C� D I + w + I + 00 co ¢ 52 51 � rIIIII Co NAM wco �5 49 � MM � � � to = .� Z NN , I , I I I I Q° r r 30 34 '� I E-� I r `f �U, ' p r¢ PROVINC�TOWN AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ' °o a W � MIKASA LANE r' SEE SHEET 12 I ; 0 n o co + v~i PROVINC�TOWN AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ' °o I ; 0 n o cn FL N � po FURNISH & INSTALL SEWER PER CITY STANDARDS 1 z I cq � I Cl INV o I N 48 I C) of N SD 0 po 2 I I ° I I � <c v J 6 I � t I -- - -- - -- (" cn I V) �� 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 D REVISION APPROVED B R.C.E. 33322 EXP. 06/30/08 REVISION - - APPROVED BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 �<91 ,a.M• '�6` ; 0 n o - -- FL ABBREVIATIONS - . g FURNISH & INSTALL SEWER PER CITY STANDARDS 1 o R/W I c) C) a � I Cl INV o I N ai N I C) of N SD °! po ° I I ° I I � I o I ,� c ..7 o, 0 N _+ 46 4b N _ - _______ 400.00' s I -- - -- - -- (" cn I I 1 I SDMH STORM DRAIN MANHOLE 0 T �� 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 D REVISION APPROVED B R.C.E. 33322 EXP. 06/30/08 REVISION - - APPROVED BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 �<91 ,a.M• '�6` _ -- - -- (�. INTERSECTION ABBREVIATIONS - . g FURNISH & INSTALL SEWER PER CITY STANDARDS 1 STA. 23+52.06 C.L., CENTERLINE INV 1 18" i PROVINCETOWN AVE.= SD STORM DRAIN 22 +00 TYPE "A" PER C.O.B. STD. SW-4- 1 ,RAIN 821.$3' 23 +aa 45.1.5 , S89 31 12 E-. STA. 12 +80.01 C.L., PILGRIM HEIGHTS DR. S 8" SEWER i S CO _ - _______ 400.00' s I -- - -- - -- PER C.O.B. STD. SW -6. SMH SCO SEWER MANHOLE SEWER CLEANOUT 1 I a SDMH STORM DRAIN MANHOLE 0 T EXIST -AL MANHOLE TYPE "B" PER C.O.B. STD. D -18. ELEV I C) I J R/W cr- C) 19 , © MANHOLE C) & U ° i! I - N w V) d- FLOWLINE �. c w N N ca CD w LY_ ¢ 1 Wo 0 w OD , 00 Lo �-- C-4 ' - - --"'- _ _ �- 1-'- Q O Z I UD I ° z� cv - C) ''� ;z V) I 0 of O I 1 43 + N O c� m N + U cn W 14 N J 00 Z �- „� 0 ,� � _ PI i d w U W d.d ° 5' ++ I 18 W �N i 5 � o I � w (n PILGRIM � O t1.. o ty HEIGHTS DRIVE SEE SHEET 11 d �� 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 D REVISION APPROVED B R.C.E. 33322 EXP. 06/30/08 REVISION - - APPROVED BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 �<91 SCT10N DESIGNATION: SECTION - LETTER A 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. roe 360 358 i t 356 354 L 352E i 3507, 348 s F 3460. 344 342 340 338 a 336! SECTION SCALE 1 " =50' HORIZ. 6 1" =5' VERT. { 358 $356 354 f ,352 350 348 3 5 346 344 t i 342 y s a 340 i 1338 4 r 336 360 1 358 356 354 352 350 348 346 344 342 340 338 336 SECT ON B SCALE 1 " =50' HORIZ. fi 1 =5 VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 360 358 356 354 352 350 348 346 344 342 340 338 336 SECTION Z SCALE 1"--50' HORIZ. 6 1 " =5' VERT. 358 358 354 352 350 348 346 344 342 340 338 336 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 24 +00 v 14 IT a 0 N 0 CD Of w (D W V C W cn z �M m� ,a.M• '�6` TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS - . g FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW-4- MH MANHOLE CB CATCH BASIN CO FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW -6. SMH SCO SEWER MANHOLE SEWER CLEANOUT - - ` D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D -18. ELEV ELEVATION J R/W RIGHT OF WAY "�" FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER C.Q.B. STD. D -14. FL FLOWLINE SCT10N DESIGNATION: SECTION - LETTER A 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. roe 360 358 i t 356 354 L 352E i 3507, 348 s F 3460. 344 342 340 338 a 336! SECTION SCALE 1 " =50' HORIZ. 6 1" =5' VERT. { 358 $356 354 f ,352 350 348 3 5 346 344 t i 342 y s a 340 i 1338 4 r 336 360 1 358 356 354 352 350 348 346 344 342 340 338 336 SECT ON B SCALE 1 " =50' HORIZ. fi 1 =5 VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 360 358 356 354 352 350 348 346 344 342 340 338 336 SECTION Z SCALE 1"--50' HORIZ. 6 1 " =5' VERT. 358 358 354 352 350 348 346 344 342 340 338 336 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 24 +00 v 14 IT a 0 N 0 CD Of w (D W V C W cn z �M m� W z J Lu w W zo 0 5W w �. ry z Q W Q a } W fY Q h � Q co C7. !! > W _J ' w Ln D! U I I-- i u. N U N _ , OR z J (< „ -! -; ....; HATCHVILLE AVENUE N , �: HATHAWAY AVENUE �! C U U SEE SHEET 10 0 �- o rn �- !!• SEE SHEETS 4 & 5 Ii. PF C I 0 w w i° 0 0 -t• {� 20' 2Q' jj N °• C> 0 ,t !I __j I t i I !! i t !! o SE CODA 0 0� 10_ ao �- I Ln w N LO N r 1 0 20 20 0 {-� ! t t � o SEE SyE VEND ¢ N °p �, o U mot• ca C5 .3c: !! w v- o i co o I I J I I ! J i i ,rj I 'ET 5 E + J U o ao LO 30 I 30 I z v d 0 v� w `� �ri w I 3Q' 30' , o `� w I i N o I I I a� o° i I Z J I 20' 1 ! ++ N O o w w w �.w ..w +..� O � w O J 2 V o w J LO Of J 2 J J (%i i / m C” LPL. e,,,, W t.,w 5 C w -� z W 5 ' 31 ° . 2 8 8 o 2 7 W o O 2 5 2 4 o f v 3a w tJ ((�� w w tr w {- O F N Z N U to {- U cn o V o o J ° O p ° O ' ' w F- z 5 zoo rn rn �,- w O w -, ¢ ¢ z ¢ - ¢ ¢ Z m cn = co ¢ .� U J w 5 ; — O C6 00 a' °' °' Z U tr) a� a' Z C.� twn a' m z N N � 15' DRAINAGE EASEMENT �w�//�� {-/�- i�'-/^-� w� {�-/'� f�-/-� ¢ cow 0 cv m c4 {� {° }- w o (0 00 w I z as oo `" I �" i `�' J w w I �" I i w �" N N ¢ • • I w N V/ N V/ U m w to � ++ + Z + (n 0! M 2 • w z ¢ ' o 00 00 J w w I i w w 8 BY SEPARATE INSTRUMENT _ I o o , U � N 11 ¢ 0 36 Z rn vi I {� < I w o0 00 I oo I _ I a; I cr I o 0 0 M i � I � J o o I iw ¢ u)W) d- ¢ J oo 00 00 NN ++ �rn w v- r-- o !'-- 1-- � t� w Q L 6 ¢ w c Z .-- r- w ''`� �,+�/ i� � U / i� w ¢ , g it Z N + -!- I N n U + + oo ¢ 0o 00 4 c z ton � N °' �' cn SEWER MANHOLE NO. 8 101 �► d' ¢ ¢ C3 ¢ U LL O M ►'7 0 �' N rn + + I� ¢ M r7 , co z {-- �-- o W j o N o, a o! + + + Ln L0 + + + + + + + a Q 5 i SEE SHEET 5 ©tA cn cn cn w cn c-� v):77 o m Q ¢ � to a Q I I �' Of © oo w {-- � I SUMP o) w t-- F-- w {- {- Q I i i W oo w z cn cn rn o ( cn cn Q f Q I Q w {- {- 1 Q I Q 1¢¢ I I BOTTOM OF SUMP: 334.55 � � R/W o � R W I-- m m cn I-- - SEE GRADING PLAN 20.00 , w � W / co co � N893112 "W -- -- -- -- w -- -- -- - -- -- -- -- - -- -- -- -- 42" DRAIN 6" SEWER 1 0O FL (n FL 4 LATERAL + S05'16'57 "E 18" DRAIN w w w ` SEE SHEET 5 N00'5T13 "E 37.88' g 95.01 N89 31 40 W 25.42 � `" " � � " ° ° " � " „ 1+ 00 • S00 28 48 W 8 SEWER 270.01 S00 28 48 W N 6 SEWER 172.30 S00'28 8 W SEWER 151.02' SOO' 8'48 "W 6 SEWER 175.00' 40 SOO *28 48 W-I-- ---I ----1- _ _ _ _ -7 I S05 »11' 119.8 ' " - +D 4 p - - 14 +00 S00'28'48 "W w w 15+ o - 221.33 6 +00 S00'28'48 "Wig T +- • 27 42 DRAIN 2 SO0'2 '48 "W 12 +00 36" DRAIN w 13 +00242.88' w o 0 17 +00 18 +00 338.69 19 +00 cq LO 0 000 ? FL S� ��TF� -! �,� a 12 J 23.31 !! LR/W !! > +-~ t! > ci " w d- = o i! 0 0 CD a !!• oC ¢ o o t • `� o R /WN M + 4 co Z I .,� cv 0O o I ° 1 I t ° i ° ° I O w I n j-- ° I °o I o V) w o >- o (D C) oO o �f /�'9 9A c �•, cv co w I ° i !� Q h o a� 07 rn o ¢ c3i 0i � w -� �,; I I I - 00 A 9 {-- orn oo +� -� ° U w O Z �r r7 I • o I ,� ►� I r� • o I Q� I ,.� I r� ;, o ,.� i i I a� i T j x �, -�- -}- w //+�� //+�� 6- U © t� �oo/ ° co z _,_; Q d" ,� z Z `� Z w z 00 ,rrte^^ o = Z ro V/ V/ w w 00 �.J w .J rn ° I °- 00 00 {- mot- � 'r' z ° �{- = o o � T - -� oC r � � --� 0! ¢ ¢ ,�, ,.�, � a, � `° 09-- ¢ ,o ¢ ¢ w n rn J ,d- �- o �- Z " o = cv o N o0 d- = U o m �, I 00 I ¢ cn o0 ,�. o {-- {--- Z F- {-- N o rn ° r� I ° + + g Q © Q � + - ¢ �►- o V) �n w V/ V/ V" (� 0 O a' O z W W i jlr w r_ N N t V CV Lr1 w w w w + I • • w ++ r LO II >� i W - vi v� a N i z rn 0) I I 00 00 1 ,i J d- r oa I N ¢ � z o0 0o I i � -� �- I - I i �- + 6 O o J > c.? ,.-1 p C7 ¢ �-- w + + w C3 Ia- < co co < Q Q ¢ ¢ Co co z U U ¢ Q f U U t-- f C] ¢ ¢ Z U W ? W rn+ iz { _ u) O o M U) + + (1 (j + + 0 fl000 M c) F--- F-- I 0 � 0 F- 1(�/ tom- 1�- z U) (n z wWOJ z e- e�-� nn 4 � � V1 i 5 i L e"� o V/ �// V 0 cD cn � _; a- �-�- a i o¢¢ i i w I I ce . I w co N i i I 20' 20' I w co O I I I co mto w V)V)� 14 (nV)� 13 12 37 i 38 t- - I-- I -I W �� 14p i 41 �(�� a 1 2 i 5 4 I 5 = cn to v) N 3 9 30 30 w r U +J°,:°(n I i Z .. i I {-- rn ¢ • w - ¢ ¢ z ¢ ¢ I 0 QX�a- 16 1 5 � U) ASHINTULLY czo(n U) 41 U) Z �' o AVENUE U SEE SHEET 5 1 T T • SCALE. 1 = 50' HORIZONTAL 1 = 5 VERTICAL s STALL 3.88 LF F- 358 356' � 1I mow_ "Mill i ! f , F immmom - 3-mom - _ f s / \ ( " e SE INVERT 8 �71 WER T 6 SEWER SEWER E INVER z ! _ _ .- v ._.._ .._ • i a r . • ..,._.- -_..�. �._P.... __ _w _.�.�.__.__. 336 ' NOTE: .� E o r {-' INS ERT 36 DRAIN a 0 1 rn o t -� i J { ° 00 ° r VERT SU o ': ONTRACTOR TO N RE cv o ��.�'.jij • Lri i � ? 1 j O � o • i Ln t� o j f Ln W! m o 4 DRAIN 0 R 2 ,. , . ( F . u• t .z" _s. 334 s � �o + L . J Z • co o i j p •w i z 00 i w -{$TORM DRAIN PIPE. T '^ z v •w w - U 1 Z F� + o �iw i i o • V J� f -wl w 2 S \,/ _J J • to U c0 t ~ N J♦■ co Z 00 Z : U /'� t t i �� w L 1 i 0 {- U CO CO U M ; v t o 0 /` ^ w Q ) : , , < . t r { is , r • rte/ {[ t ...., <,_.. _,_� ._-._ • _,`t"" _, •- '+ T ,_.. l.. ._'i.._ j ._.._ �._ _ .... ...__.. .._,.- _._..._.__ s o0 n W 40 Z 00 � t � � Z N 'E + ¢ � 00 0 00 r� .�n F M o _ j ¢ 00 ¢ of 00 W �t1 S -!- {-- U + I— Z i o L W n M Z + h- f T /� t � w � t A ! • , • ! t 3 . { _ r �.._ _ _ _ _ _ 330 F ; Orr 0 W ��_, > ui -- _ ¢ j '. . W • ¢> " ' /W/� ��/�Z Z - j t� �/�Z 1 U) (nz i i � j > W L ! i • i t i } , i f , u . s -. t 328 - I��TAL 61* EWER SEWER 2.04 , IN 'TA 271.01 LF F 8" SE R - . 35 tN STA .L 172.3 LF OF "SEWER; C� -1.Ot � INSTALL 1 1.02 LF OF 6 S WER 0 Oo 5O% INSTAL 175.00 LF OF � SEWED � 1.00 f i j t f S S t i i t I ) i _._ ._.._�_. _ „- _.__�____ .. __ ___. �._._._._ _ _ ..____ .__.___..__�_._,... _ 326 10 +00 11 +00 12 +00 13 +00 1 4+00 15 +00 16 +00 17 +00 18 +00 19+00 T•Q.lul• 3345'6 TOP of MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS • S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE SECTION LETTER INV INVERT FURNISH & INSTALL SEWER MANHOLE A SD STORM DRAIN TYPE "A" PER C.O.B. STD, SW -4. MH MANHOLE 2 CB CATCH BASIN FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN JB JUNCTION BOX PER C.O.B. STD. SW -6. SMH SEWER MANHOLE SCO SEWER CLEANOUT �" - " D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D -18. ' WITH 3.5 OPENINGS PER C.O.B. STD. D -14. ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. R/W RIGHT OF WAY °'�" FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. FL FLOWLINE 360 _ -__ ___ ._ ___ _ _: _ _ .._ _ . ......... __..._.••w 360 I NT►LL _ X5.4., LF . QF 358_ 358 3 _ __..__18” R1GJ -RCP 0 -0.51 358 356 J 354' ..__. _._, _ �4_.._._.�...._ _� �°" `- 354 C3, 11 t N , LO V) >: L03:: Z.- , i w • t. -U oo r � !!i w u w t„JC/ I .:_c._._...., _........ ; 352 352 - _ O z {. wJ ♦ w• i S Nwtt') w J • t N NBC) i V/Q •{� Q��! 350: N _wm N� w N� _ _ _.._ ___.:j 350 '''�+ SS r j r i +F- m: ( + t (f) +� 1 E ' �„ � �- � t-- Z � o j i 3481 . ¢ >�_ ¢, • o> » ; 348 }- {-- W I cnz mzo mzzz, t 348 E } � r 2 i ± 5 i f i I i i - 7 344 r ' - . _ __ _ 344 s t if j 342 42 t z i v 340 ?- ��_.... __.___._..._.._•�,.w _�.�__...�_._._. _�__.._...._.�_____._. ,�. __�. __.� _.._,..___...__. 34a INVERT , { 187 DRAIN ! 3 I 338 _. 338 Y 336 3 6 3 3 i ' s W W �W V) }>_ cn ;n 0 F ' r 334, 0- 0 CO T¢ uj = f : 3 ...... ...... -------- 332 32 C G � f I s s 3 r 30 3 a 3 i ? i t 2 , 328 SECTION SCALE 1 " =50' HORIZ. �7 1 " =5' VERT. m 0 �- rn D¢ v- 0 z U o d- Z u- < J w U W co J � W CD o Fl- QD W Ile m 6 U M 34M W� M { 4 co .e O A to --ta -fly UN rr t � m1 I Z O 'W ry w Q 0 O O A @" z_ w w z z w U cn J N co o �cN O N 0 O Z o a J �tn m Q w Q Lij o 4 _> U V Q `. w Q co z �c CO '` W. � W 0 .�. 1 a: Z a u°j <C. W r W a a W ' ao Q 0 r N N 0 vp- z o LLI Q J a 1*' .° W low UL I 0 v I 354 _.. , .y_ _.__� .. _, ... ,.._ _ _._ _ _.___._� � . .__ r r .. z tV � �rj G 352 W J w •w Ic 1 i i 350 CAM N � �r �� u u-�� 3481 t � _LJ O �> _ _ z 346 ' � � I 344 , mow_ "Mill i ! f , F immmom - 3-mom - _ f s / \ ( " e SE INVERT 8 �71 WER T 6 SEWER SEWER E INVER z ! _ _ .- v ._.._ .._ • i a r . • ..,._.- -_..�. �._P.... __ _w _.�.�.__.__. 336 ' NOTE: .� E o r {-' INS ERT 36 DRAIN a 0 1 rn o t -� i J { ° 00 ° r VERT SU o ': ONTRACTOR TO N RE cv o ��.�'.jij • Lri i � ? 1 j O � o • i Ln t� o j f Ln W! m o 4 DRAIN 0 R 2 ,. , . ( F . u• t .z" _s. 334 s � �o + L . J Z • co o i j p •w i z 00 i w -{$TORM DRAIN PIPE. T '^ z v •w w - U 1 Z F� + o �iw i i o • V J� f -wl w 2 S \,/ _J J • to U c0 t ~ N J♦■ co Z 00 Z : U /'� t t i �� w L 1 i 0 {- U CO CO U M ; v t o 0 /` ^ w Q ) : , , < . t r { is , r • rte/ {[ t ...., <,_.. _,_� ._-._ • _,`t"" _, •- '+ T ,_.. l.. ._'i.._ j ._.._ �._ _ .... ...__.. .._,.- _._..._.__ s o0 n W 40 Z 00 � t � � Z N 'E + ¢ � 00 0 00 r� .�n F M o _ j ¢ 00 ¢ of 00 W �t1 S -!- {-- U + I— Z i o L W n M Z + h- f T /� t � w � t A ! • , • ! t 3 . { _ r �.._ _ _ _ _ _ 330 F ; Orr 0 W ��_, > ui -- _ ¢ j '. . W • ¢> " ' /W/� ��/�Z Z - j t� �/�Z 1 U) (nz i i � j > W L ! i • i t i } , i f , u . s -. t 328 - I��TAL 61* EWER SEWER 2.04 , IN 'TA 271.01 LF F 8" SE R - . 35 tN STA .L 172.3 LF OF "SEWER; C� -1.Ot � INSTALL 1 1.02 LF OF 6 S WER 0 Oo 5O% INSTAL 175.00 LF OF � SEWED � 1.00 f i j t f S S t i i t I ) i _._ ._.._�_. _ „- _.__�____ .. __ ___. �._._._._ _ _ ..____ .__.___..__�_._,... _ 326 10 +00 11 +00 12 +00 13 +00 1 4+00 15 +00 16 +00 17 +00 18 +00 19+00 T•Q.lul• 3345'6 TOP of MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS • S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE SECTION LETTER INV INVERT FURNISH & INSTALL SEWER MANHOLE A SD STORM DRAIN TYPE "A" PER C.O.B. STD, SW -4. MH MANHOLE 2 CB CATCH BASIN FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN JB JUNCTION BOX PER C.O.B. STD. SW -6. SMH SEWER MANHOLE SCO SEWER CLEANOUT �" - " D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D -18. ' WITH 3.5 OPENINGS PER C.O.B. STD. D -14. ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. R/W RIGHT OF WAY °'�" FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. FL FLOWLINE 360 _ -__ ___ ._ ___ _ _: _ _ .._ _ . ......... __..._.••w 360 I NT►LL _ X5.4., LF . QF 358_ 358 3 _ __..__18” R1GJ -RCP 0 -0.51 358 356 J 354' ..__. _._, _ �4_.._._.�...._ _� �°" `- 354 C3, 11 t N , LO V) >: L03:: Z.- , i w • t. -U oo r � !!i w u w t„JC/ I .:_c._._...., _........ ; 352 352 - _ O z {. wJ ♦ w• i S Nwtt') w J • t N NBC) i V/Q •{� Q��! 350: N _wm N� w N� _ _ _.._ ___.:j 350 '''�+ SS r j r i +F- m: ( + t (f) +� 1 E ' �„ � �- � t-- Z � o j i 3481 . ¢ >�_ ¢, • o> » ; 348 }- {-- W I cnz mzo mzzz, t 348 E } � r 2 i ± 5 i f i I i i - 7 344 r ' - . _ __ _ 344 s t if j 342 42 t z i v 340 ?- ��_.... __.___._..._.._•�,.w _�.�__...�_._._. _�__.._...._.�_____._. ,�. __�. __.� _.._,..___...__. 34a INVERT , { 187 DRAIN ! 3 I 338 _. 338 Y 336 3 6 3 3 i ' s W W �W V) }>_ cn ;n 0 F ' r 334, 0- 0 CO T¢ uj = f : 3 ...... ...... -------- 332 32 C G � f I s s 3 r 30 3 a 3 i ? i t 2 , 328 SECTION SCALE 1 " =50' HORIZ. �7 1 " =5' VERT. m 0 �- rn D¢ v- 0 z U o d- Z u- < J w U W co J � W CD o Fl- QD W Ile m 6 U M 34M W� M { 4 co .e O A to --ta -fly UN rr t � m1 I Z O 'W ry w Q 0 O O A @" z_ w w z z w U cn J N co o �cN O N 0 O Z o a J �tn m Q w Q Lij o 4 _> U V Q `. w Q co z �c CO '` W. � W 0 .�. 1 a: Z a u°j <C. W r W a a W ' ao Q 0 r N N 0 vp- z o LLI Q J a 1*' .° W low UL I 0 v I 360 _ -__ ___ ._ ___ _ _: _ _ .._ _ . ......... __..._.••w 360 I NT►LL _ X5.4., LF . QF 358_ 358 3 _ __..__18” R1GJ -RCP 0 -0.51 358 356 J 354' ..__. _._, _ �4_.._._.�...._ _� �°" `- 354 C3, 11 t N , LO V) >: L03:: Z.- , i w • t. -U oo r � !!i w u w t„JC/ I .:_c._._...., _........ ; 352 352 - _ O z {. wJ ♦ w• i S Nwtt') w J • t N NBC) i V/Q •{� Q��! 350: N _wm N� w N� _ _ _.._ ___.:j 350 '''�+ SS r j r i +F- m: ( + t (f) +� 1 E ' �„ � �- � t-- Z � o j i 3481 . ¢ >�_ ¢, • o> » ; 348 }- {-- W I cnz mzo mzzz, t 348 E } � r 2 i ± 5 i f i I i i - 7 344 r ' - . _ __ _ 344 s t if j 342 42 t z i v 340 ?- ��_.... __.___._..._.._•�,.w _�.�__...�_._._. _�__.._...._.�_____._. ,�. __�. __.� _.._,..___...__. 34a INVERT , { 187 DRAIN ! 3 I 338 _. 338 Y 336 3 6 3 3 i ' s W W �W V) }>_ cn ;n 0 F ' r 334, 0- 0 CO T¢ uj = f : 3 ...... ...... -------- 332 32 C G � f I s s 3 r 30 3 a 3 i ? i t 2 , 328 SECTION SCALE 1 " =50' HORIZ. �7 1 " =5' VERT. m 0 �- rn D¢ v- 0 z U o d- Z u- < J w U W co J � W CD o Fl- QD W Ile m 6 U M 34M W� M { 4 co .e O A to --ta -fly UN rr t � m1 I Z O 'W ry w Q 0 O O A @" z_ w w z z w U cn J N co o �cN O N 0 O Z o a J �tn m Q w Q Lij o 4 _> U V Q `. w Q co z �c CO '` W. � W 0 .�. 1 a: Z a u°j <C. W r W a a W ' ao Q 0 r N N 0 vp- z o LLI Q J a 1*' .° W low UL I 0 v I SCALE 1 " =50' HORIZ. �7 1 " =5' VERT. m 0 �- rn D¢ v- 0 z U o d- Z u- < J w U W co J � W CD o Fl- QD W Ile m 6 U M 34M W� M { 4 co .e O A to --ta -fly UN rr t � m1 I Z O 'W ry w Q 0 O O A @" z_ w w z z w U cn J N co o �cN O N 0 O Z o a J �tn m Q w Q Lij o 4 _> U V Q `. w Q co z �c CO '` W. � W 0 .�. 1 a: Z a u°j <C. W r W a a W ' ao Q 0 r N N 0 vp- z o LLI Q J a 1*' .° W low UL I 0 v I W low UL I 0 v I 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 BOUNTY LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 +00 11+00 12 +00 13 +00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 32.8 326 324 T,0 M 4 ' TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS n 00 0 . J CL CENTERLINE o�Z PROVINCETOWN AVENUE z • Q J - r Mo o z Z CAFE COD AVENUE INVERT r SEE SHEET 6 , . . a = v ° _, � Q o SEE SHEETS 3 & 5 TYPE "A" PER C.O.B. STD. SW -4. MH i 20, I 20� } o z c; O I �i "i ' 20' 20' 1 CATCH BASIN 0 30 30 I ; O o } Z CO CO Q r.,: i � I 30 30 PER C.O.B. STD. SW -6. cJ6 w W l ° + + 00 �� 10 64 ° SCO SEWER CLEANOUT " - D I cv z SDMH NN g `' , 5 1 3 EXIST I � Q ° ° �F- I o <ra 5' 1 ELEVATION --- - - - - ---- - - 00 ` R W (n (n to w LLJ FURNISH & INSTALL CATCH BASIN 55 1 9 FL TYPE "A" PER C.O.B. STD. D -14. (n -CN FLOWLINE w >= z �j I 5 LLI �- 'oo� �° 1 30" DRAIN INTERSECTION _ STA. 10 +00.00 C.L., BOUNTY LN.= 5' I - - SO 3"W D w o " c°v n 1 30 DRAIN _ 252.8 ((nn S00'57'1 3 "W 27.17' 4 STORM DRAIN M.H. NO. 2 - STA. 14 +33.99 C.L., PROVINCETOWN AVE. I S - - -+ -- - - -- - STA. 12 +85.00, C.L. 5.00LT.= NORMAL F.L. ELEV. = 344.90 0 P.O.V.C. 1 S00'57'13 "W 11+00 8'" SEWER w • o w 12+00's o0 s o 00'ST13 "W 30" DRAIN 1' _ _ 1 +0 STA. 12 +85.00, DRAIN R W I 0 in Q . �w tv LO h-F Ck INTERSECTION SEWER MANHOLE NO. 12 Y FL 140.00 t I STA. 12 +80.00 C.L., BOUNTY LN.= STA. 9 +95.00, C.L. 5.00RT.= Z _ _ _ _ ` I _ _ ______ _ _ _ _ Lo o STA. 14 +37.18 C.L., CAPE COD AVE. STA. 9 +95.00, SEWER I ; cr_ R /W 18" DRAIN � i tow uO ° � � �'' ,, N89'02'47 "W 45.00' W. I 18" DRAIN 54 w K, .��- FL 1 o I � M SEWER MANHOLE NO. 3 } I ■f w S00'5713 "W 25.42' co 0 S00'5713 W_ ")W-4" DRAIN 135.00' w W w STA. 12+75.00, C.L. 5.00LT. = I w V, 0 1 30 • } F- � 29 © L0 �� S00757'1 3"W w w STA. 12 +75.00, SEWER s _ b)a I STA. 9 +79.58, C.L. 5.00LT.= ° � I . i I 5 1 � I I ,� �, + II Q co S STA. 9 +79.58, DRAIN 53 �A I o >.Uj u-i FL.. ---- -- -� -- -�- RAW I I ' 1 -- - - - - ----- - - _cL ..-Z �.J - - a- cn 0o w } I m + PROVINCETOWN AVENUE - �E oo L- oo '` m o -4o 6 i�' SEE SHEET 6 1\1 Jr) + z + u"� CAPE N 0 N J (n COD AVENUE SEE SHEETS 3 & 5 Z -~-1 r" , t-- �- < O w -! C) STA. 11+82.55 C.L., CAPE COD AVE. 1 . Q .mx I ¢ ° o z f.- O ' (n C-0 (n Z ° rr 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 BOUNTY LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 +00 11+00 12 +00 13 +00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 32.8 326 324 T,0 M 4 ' TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND: 362 360 -W-L-� OF _- -__,_. 18" RGJ -kCP CAD 0160% ! i t k 358 i 356. Locn •w JQ-dw ; w fi J � 00 354 . uu I V_ z V7 �00N-� Q 001- • F IJ .� 352 i L6 �_� w x . LO F O -AZ z evO O 5 f 350 __.�h„_ _..�__. <�. �....��.��: > U) ( (-.0 "_ L41 (n Z � f 34 f 8 i : •O: £ t 346 _ APPR XIMATE s FINI HED t 344 7 i I , c r z £ 1 Y_ -0- ptptl 342 ! 1 � - T ._N 340 r" vtgT 18" RAIN s 338 __. ____ .__..._�_.._,____ w w + i £ v ) x 0 w O 336 � Q_ bs , i ! ; 1 334' r 3 SECTION A SCALE 1 " =50' HORIZ. 8 1 " =5' VERT. SECTION DESIGNATION: SECTION LETTER A L SHEET WHERE SECTION IS SHOWN 362 360 I 358 co i --�, 356 • �# w { J 354 wJ • ; ow-! °s • • I �� -- 352 Wt,_w cq __J ' r�w E Q--- 350 (nZD i 348 3 F £ . 344 i ,342 t t 340 t { 338 i } 1336 1334 r 332 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. ABBREVIATIONS - . g FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE J INV INVERT r FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE .< -J Cr CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW -6. SMH SEWER MANHOLE. 20 I 1 SCO SEWER CLEANOUT " - D FURNISH &INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE �j FURNISH & INSTALL STORM DRAIN EXIST EXISTING m ° 0-4-4- MANHOLE TYPE "B" PER C.O.B. STD. D -18. ELEV ELEVATION CD < 0 f 3Q R/W RIGHT OF WAY �° FURNISH & INSTALL CATCH BASIN M.H. MANHOLE CATCH BASIN NO. 1 TYPE "A" PER C.O.B. STD. D -14. FL FLOWLINE w >= z �j (n 69 362 360 -W-L-� OF _- -__,_. 18" RGJ -kCP CAD 0160% ! i t k 358 i 356. Locn •w JQ-dw ; w fi J � 00 354 . uu I V_ z V7 �00N-� Q 001- • F IJ .� 352 i L6 �_� w x . LO F O -AZ z evO O 5 f 350 __.�h„_ _..�__. <�. �....��.��: > U) ( (-.0 "_ L41 (n Z � f 34 f 8 i : •O: £ t 346 _ APPR XIMATE s FINI HED t 344 7 i I , c r z £ 1 Y_ -0- ptptl 342 ! 1 � - T ._N 340 r" vtgT 18" RAIN s 338 __. ____ .__..._�_.._,____ w w + i £ v ) x 0 w O 336 � Q_ bs , i ! ; 1 334' r 3 SECTION A SCALE 1 " =50' HORIZ. 8 1 " =5' VERT. SECTION DESIGNATION: SECTION LETTER A L SHEET WHERE SECTION IS SHOWN 362 360 I 358 co i --�, 356 • �# w { J 354 wJ • ; ow-! °s • • I �� -- 352 Wt,_w cq __J ' r�w E Q--- 350 (nZD i 348 3 F £ . 344 i ,342 t t 340 t { 338 i } 1336 1334 r 332 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CABOT WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ___ __ _ _ ___ _ __ _ ____ __ _ _ _ .__ _ w_ _ . 380 = � y _ _. 5 _ .� i.._ ___. , __._ �__ _ _.,__ _� _�__,.__ -__ __.�w___ -_ _._ .,.__ _ .,___... -__ ... ,.__ _ _ -_,__ ___,...__,. __w,�.._ _ . 0 INSTALL 25.42 LF OF 18" ROJ -RCP (P -0.63 INSTALL 135.00 L0 OF 4127.83 L OF 24" RGJ- CP. 0 0` 12% 24" GJ -RCP 10 0.12% 358 358 f j F SE CENTEC HOMES 4 TRACT NOe 6757 t 356 �- � � 356 4 r PLAN FOR C NTINUATI, N o t 1 4 ° f { } 354 _ f _ _ . _ 354 ui z s' -' I \% z (nw t i 9 U-j% f ` w e f w Ow r o' w' Z 'Zw = � £ ! ¢ 9 { t f 352 £ JJ_..___ �..� ___.N_.A._. -- _,__,._fi ___ »,,. - ___._._. __,______._ _.__ ? 352 06 M `iii O 0 Q J �?' •%� to ; CO LO F co C3� �. ; m n Q °M D M 350 t � + ,,�_.f. = J __._. _ +_�_.�__ �._.__._ 350 + , p� z �°- Q w gZ °Z Z1 Z >: 0 Q Q i t t 0 >>: 348 - w (n v Ln - - .. Z - 348 - z } f EXISTING FINISH p APPROXIMATE FINISHED t E GRADE 10 CEN LINE 11% � 3 6 46 -4- _ i 3 s` i y i t r ! f 3 44 344 �- I y 4 4 32 3 2 ' t £ C f� f E _ 3 0 340" 4 18 DRAIN # 1 -DRAW- 338 iNV T»F � INVERT 2A. 338 PROPOSED 8 SEWER c 3 36 � � 336 334 10 +00 11+00 Y 12 +00 co z I T co C) ° J ° J 0 J I T r ° uiZ z J LOZ ..� .< -J Cr AVENUE = U� CAPE COD AVENUE CO �- Q w w < o0 LLi SEE SHEETS 3& 5 w i•. 20 I 1 Q ,� LO 0 4 o 0 >- 1 20' 20' 1 N ac m ° 0-4-4- � 4- If- 6 8 CD < 0 f 3Q 3° W c co C" ¢ <c a + + CATCH BASIN NO. 1 Z X • ' -- w >= z �j (n 69 LLI �- P-�- R/W STA. 9 +80.009 C.L. 5.00LT. 18" DRAIN o FL FL ., N09 59 45 W 25.89 I �-- i _F (n (n -- -,- , -- -- --- NORMAL F.L. ELEV. = 344.90 0 P.O.V.C. I 1 } o 00'ST13 "W 30" DRAIN 1' _ _ 1 +0 30 DRAIN PER TRACT NO. 6757 135.00 SEWER AND STORM DRAIN PLANS. R W I 0 in Q D,t h-F DEPRESSED F.L. ELEV.= 344.73 END OF 18 PIPE Y S00 5713 W 140.00 t \ _ STA. 9+79.58, C.L. 0.08LT. = R/W Lo o ;n 0 STA. 9 +79.11, DRAIN a tow uO CATCH BASIN NO. 3 � � �'' ,, FL_ 18" DRAIN FL � .��- FL l 67 _ } I DEPRESSED F.L. S00'5713 "W 25.42' co 0 S00'5713 W_ ")W-4" DRAIN 135.00' 24" DRAIN PER TRACT NO. 6757 SEWER AND STORM DRAIN PLANS. END OF 18" PIPE ELEV. 345.85 S00757'1 3"W w w 11 +00140.00' 24 STA. 9 +79.58, C.L. 5.00LT.= Of 1 `""'v M I I `f' S STA. 9 +79.58, DRAIN 1 1 STA. 10 +00 .0a C.L•, CALYPSO WY.-- = ' FL.. ---- -- -� -- -�- RAW STA. 24 +93.18 C.L., CAPE COD AVE. � INTERSECTION m + 5' - �E R W / FL i�' STA. 10 +00.00 C.L., CABOT WY.= 1 cr Z -~-1 -! C) STA. 11+82.55 C.L., CAPE COD AVE. 1 w I ¢ ° o rr (r\ LLJ w w m • �. to I = � 0 © o IV- c �- + I I o© m I } CAPE COD AVENUE Z � o 0 L a Q -- SEE SHEETS 3 & 5 0 + cn lu 1\1 I o 0 �+ ¢Q Ln Ln i!? CABOT WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ___ __ _ _ ___ _ __ _ ____ __ _ _ _ .__ _ w_ _ . 380 = � y _ _. 5 _ .� i.._ ___. , __._ �__ _ _.,__ _� _�__,.__ -__ __.�w___ -_ _._ .,.__ _ .,___... -__ ... ,.__ _ _ -_,__ ___,...__,. __w,�.._ _ . 0 INSTALL 25.42 LF OF 18" ROJ -RCP (P -0.63 INSTALL 135.00 L0 OF 4127.83 L OF 24" RGJ- CP. 0 0` 12% 24" GJ -RCP 10 0.12% 358 358 f j F SE CENTEC HOMES 4 TRACT NOe 6757 t 356 �- � � 356 4 r PLAN FOR C NTINUATI, N o t 1 4 ° f { } 354 _ f _ _ . _ 354 ui z s' -' I \% z (nw t i 9 U-j% f ` w e f w Ow r o' w' Z 'Zw = � £ ! ¢ 9 { t f 352 £ JJ_..___ �..� ___.N_.A._. -- _,__,._fi ___ »,,. - ___._._. __,______._ _.__ ? 352 06 M `iii O 0 Q J �?' •%� to ; CO LO F co C3� �. ; m n Q °M D M 350 t � + ,,�_.f. = J __._. _ +_�_.�__ �._.__._ 350 + , p� z �°- Q w gZ °Z Z1 Z >: 0 Q Q i t t 0 >>: 348 - w (n v Ln - - .. Z - 348 - z } f EXISTING FINISH p APPROXIMATE FINISHED t E GRADE 10 CEN LINE 11% � 3 6 46 -4- _ i 3 s` i y i t r ! f 3 44 344 �- I y 4 4 32 3 2 ' t £ C f� f E _ 3 0 340" 4 18 DRAIN # 1 -DRAW- 338 iNV T»F � INVERT 2A. 338 PROPOSED 8 SEWER c 3 36 � � 336 334 10 +00 11+00 Y 12 +00 CALYPSO WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 3 60 r 1 ! ; Y 360 INSTALL 25.8 LF OF INSTAL! 135.00 ?LF OF 1 E 127.83 LF OF 18 RAJ -RCP -0.50 30" RG -RCP 0.12 r 30 " 00.12% R J -RCP 1 s t S { £ f ; 358 TRACT NO• s 6757 oo LO s SEWED AND S RM DR `IN s °O f PLANS FOR CO TINUATI N if . . t 356 a _ . _,_ , . _ ^ ._ . �._..... _ 356 { • a� i �•-�-� •f �V w lY w t 354 t V •J f 3 5 4 w/� � i • W ? '% o • Qw z w V Uw M : f Q-06 0 Li � ^ �� 1 iTl 3 352 w S co 0) ,,� Y o• o Q�� o © 352 coLti{.• i S V f rw{ f E Y J 1 1 £ V Q W Z Z M 350 f 350 0 Qj accra. oaj .j F Z F- F- O w# t- t- f y U w (f) ? (n Z ° Cn (n z ? Q aC ,: j EXISTINP FINISH D _ t Z 348 ;•. i ATE- 3 lRAt� £ 348 4 GRADE �0 CEN LINE a t ti a 346 t I »�._.w.u__.� .�. �� ____-__,__ R. �._.. �._ �__._ ...._.._..,._.wf.�__ «__,.ti�_.�_ �i_ w�}_�.__...___, �.._ _�.•.,_,_.� <._,...��.,_:_,_ �.__ �_�..__� .�M_.�. � �.�.�..,______�. _ .� � �_.-� 3 ` 1 A F f F i f r i ( _ 344 f -,._, . 344 { 342 �`� ,. -� �_.____w_.._.__. ___��_�._._ _�_- ,_�...__.__ _.�___._ ._._.__ _�___. __ >.. __ .,_ __ ».__._.�._._ �.__ -_. .__.____ _ �.._ � _ _n._._. -_ ..__ _T.__•n _,__ _,_.. - .,_,_., »._ _. __._ 342 1 INVERT , v ` 18 D t C .340 340 T i f r ( , 338 � .�._. �._ 338 o I VERT 3 f" DRAIN' INVERT 30 D AIN� CL I # � i t i w 1 336 7 336 10 +00 11+00 12 +00 to -,.16 -, ly Ut4 r t 0AL C, ' N Q �M �Cy) O zZ 00 0 Z 1 1 Q J w � w 00 w J �- W (0 o - (c) . U- 0 N � W Y 4 � M Ld tt . _.e cci Im1 U) 0 W lcwll Q ZR O 0 CSI O N O O z Q 0 J U) r m CD o z w LLI © v bi � Q w Q 0 co z I T co C) ° J ° J O LfiZ z Z .Q LOZ tr CAPE COD AVENUE = U� �Of ° CO SEE SHEETS 3 &5 Zo© w w < o0 LLi oc Q 20 f 20 I 1 Q ,� LO 0 4 z 0 0 CQ O >- I 30' 30' 0 ++ 0 0 (� o d- d- M + + 3: ac 51 If- %_ T_ T_ 22 CD < 0 23 5 W c �- ¢ <c a jam, I Z X I- cn to w >= z �j LLI R R/W R/W Tl� 18" DRAIN o FL FL ., N09 59 45 W 25.89 I -- -,- , -- -- --- ----- W } o 00'ST13 "W 30" DRAIN 1' _ _ 1 +0 30 DRAIN PER TRACT NO. 6757 135.00 SEWER AND STORM DRAIN PLANS. co 0 0 in Q D,t I D . END OF 18 PIPE Y S00 5713 W 140.00 t o STA. 9+79.58, C.L. 0.08LT. = I Lo o ;n 0 STA. 9 +79.11, DRAIN a tow v 0 CATCH BASIN NO. 3 � � �'' ,, FL_ �� {-- FL STA. 9 +80.00, C.L. 0.08LT. NORMAL F.L. ELEV. 346.02 w 1" l _ l--, DEPRESSED F.L. w M R/W / W ELEV. 345.85 J 24 (n En w t° Of 1 INTERSECTION I I S © 0 23 [� STA. 10 +00 .0a C.L•, CALYPSO WY.-- = zC:� ,� � 1---, STA. 24 +93.18 C.L., CAPE COD AVE. m + CAPE COD AVENUE Q SEE SHEETS 3 & 5 U 1\1 I f CALYPSO WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 3 60 r 1 ! ; Y 360 INSTALL 25.8 LF OF INSTAL! 135.00 ?LF OF 1 E 127.83 LF OF 18 RAJ -RCP -0.50 30" RG -RCP 0.12 r 30 " 00.12% R J -RCP 1 s t S { £ f ; 358 TRACT NO• s 6757 oo LO s SEWED AND S RM DR `IN s °O f PLANS FOR CO TINUATI N if . . t 356 a _ . _,_ , . _ ^ ._ . �._..... _ 356 { • a� i �•-�-� •f �V w lY w t 354 t V •J f 3 5 4 w/� � i • W ? '% o • Qw z w V Uw M : f Q-06 0 Li � ^ �� 1 iTl 3 352 w S co 0) ,,� Y o• o Q�� o © 352 coLti{.• i S V f rw{ f E Y J 1 1 £ V Q W Z Z M 350 f 350 0 Qj accra. oaj .j F Z F- F- O w# t- t- f y U w (f) ? (n Z ° Cn (n z ? Q aC ,: j EXISTINP FINISH D _ t Z 348 ;•. i ATE- 3 lRAt� £ 348 4 GRADE �0 CEN LINE a t ti a 346 t I »�._.w.u__.� .�. �� ____-__,__ R. �._.. �._ �__._ ...._.._..,._.wf.�__ «__,.ti�_.�_ �i_ w�}_�.__...___, �.._ _�.•.,_,_.� <._,...��.,_:_,_ �.__ �_�..__� .�M_.�. � �.�.�..,______�. _ .� � �_.-� 3 ` 1 A F f F i f r i ( _ 344 f -,._, . 344 { 342 �`� ,. -� �_.____w_.._.__. ___��_�._._ _�_- ,_�...__.__ _.�___._ ._._.__ _�___. __ >.. __ .,_ __ ».__._.�._._ �.__ -_. .__.____ _ �.._ � _ _n._._. -_ ..__ _T.__•n _,__ _,_.. - .,_,_., »._ _. __._ 342 1 INVERT , v ` 18 D t C .340 340 T i f r ( , 338 � .�._. �._ 338 o I VERT 3 f" DRAIN' INVERT 30 D AIN� CL I # � i t i w 1 336 7 336 10 +00 11+00 12 +00 to -,.16 -, ly Ut4 r t 0AL C, ' N Q �M �Cy) O zZ 00 0 Z 1 1 Q J w � w 00 w J �- W (0 o - (c) . U- 0 N � W Y 4 � M Ld tt . _.e cci Im1 U) 0 W lcwll Q ZR O 0 CSI O N O O z Q 0 J U) r m CD o z w LLI © v bi � Q w Q 0 W I W V - - I t( f co z a. z tr CO LLi oc Q >- < 1 ca a >- 0 .< F 3: ac 0 ui 3: CD < 0 W c cl) m Q X w >= z �j LLI W co 0 0 in Q �: co N 0 N Y z o .__i a tow v 0 W I W V - - I t( f TAET HIGHWAY SEE SEPARATE STREET IMPROVEMENT PLANS 1\1 I T 2 w II J z o CAPE COD AVENUE o c uj w SEE SHEET 3 0 _; u . 24 30 z cn U cn d- as I 20' 20' 1 =°° o© i 1 I C) cli o ao + 24 -'z ton LO cb , ' 10 + + 8 SEWER PER TRACT © 2� 5 X V_ N0. 8757 - -SEWER AND LO Q CC W o W STORM DRAIN PLANS. a i I z Wo F-t- I I r � R W t� F-- cn � � 23 W v- R/W -� z oa rn FL _ 1--n }- o SEWER MANHOLE NO. 5 c°°n c~� " ` " - I '-, U- I i NOO 5713E "' S EWER z ' 0 1 1 STA. 9 +95.00, C.L. S.aOLT ♦= i � � � +oa 135.00 �'' .-, z � STA. 9 +95.00, SEWER I NOO'ST13" - - � _..� . _ . � � t1� I ¢ o E t E -140.00 --I -- -. (� _ �" 0 00`5713 E c7 © 24'� D 135.00 ° t RAIN a-- I I cn INTERSECTION I v z FL ■ FL STA. 10+00.00 C.L., COASTAL LN.= 00• o , w R/W RAW o STA. 18 +82.55 C.L., CAPE COD AVE. N c`w �-. ` 24" DRAIN PER TRACT 1 1 I u o .d- o °= NO. 6757 -SEWER T I '� _j E 2 2 I °° ©cat STORM DR AND ui � a AIN PLANS. ¢ Q c� I 5 1 z •— �,¢ � ' w tj,uiw O . rr 1 s v c3 Ow u-i f t� J0 OV) CAPE COD AVENUE z 00 0 ° a <t Q °D °z �;© ° C> SEE SHEETS 3 & 5 < CLe a � mot° c � can °W z w ©© ? � o to tnLo �- I T Q ++ + V o °- 1 1 Q,cz,` w o R <� �� ocI cn cn cn F- cn cn i(n Lq cncn n TA HIGHWAY FT W SEE SEPARATE STREET V) IMPROVEMENT PLANS COASTAL LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 ` z r I N $ TALL 13$.00 $ LF .. F f 150.00 LF OF 35$ _. __ w M.. _ _..�..= 2 ril J- RCP -.1 T � f l ! • i F � � 2 a E CEN X HOME - f is .._._�__u_ ..._._. _.. • ...,.._W♦ ....__ __. _. - -__... z_._. ..__ _ ...w:.�.__..._.._..._.._ ..._ _ �...____. � ACT N .6757 r 356E 115" 356 z = z PLA S FOR ONTINUAMON 3 354 " N Y 354 ^, •rte z i Ca co 352 Q »r F Q Q �•j i 350 �-�.- �- .._�__.___�.._ �_�.___._.______�_.a4_ �...__w.�_,_.. _._.,.µ�..._..��...�_ . t � .._�.,__._.._.__ �.� 2 ___._.___�._,^._. -._ �._.__�.�.______�..__�� ..__ -�� _.w_� i__ti.� __..___ ; 350 Z Af PROXIM TE FINISHED EXISTING FINISHED 34$ M .....r� _.. { ..._.. ,_C ADE � ENTERLI E _ _...__.._,...__ , - 6RABE-r0- r0 �.__.�_. 34$ Ji 3461 346 } f e ( k 344 344 342 t .4 R; 342 ..� 34fJ 340 dw 40D c ?- • ! 3 � x 338 _.... �...__..__ W.. '24"' a._.__ 338 'INVERT i4" DRAIN y � i 336, _,_....__ x r... ,�.. W _� _ ..... ..........�.... �__.. _. N_ ..._�...._ . __. u.. _ ...__._. r. __ �.� 'w _._. w __- ..._.. _ - _. n... _ __. _. - - -- -- ?. _ }_ _k 336 334 - ` ' f 3 i i r 332'! «� x z 332 x INVER SENIR IN1i RT EXISIC. WER 330 � 330 t � s z CON TR 1 CTOR TO VERIFY 3 � cn S � i o ` ww i LOCATI N AND I VERT EI EV. •x z E _ s 328 ty� ,.�W ._w-IN _wM.__._.._�- �.. _ �.__..___ _ ,.� .� __._N _. T 328 - z �,, m r W CO d- BEFOR a CONSTR CTII AND Q w° o NOTIFY ENGINE E OF c� _ ._r..._._ _ .� w_.. ANY DI CREPAN IES. _ N.. ? _...._t...� ° ! .,_ ........_.._._.. r ._....n:_� _.._ } _. ,._ _ -__.__ �. _ ..._._._ w_,n_ 32fi 1326 D W ° 3 cy z '' > pz 5 p t U `� z i 324 324 W> > P INSTALL 135.0 LF OF w F- zz 5 'z _Z 8 SEWER - '0.259 i cn -- EXIST. 8" SEWE a x--0.2 g 322 �..�_ . _.�__._._�� . � 322 Y AND S ORM DRAIN PLAN 320 � � � .� _ -_u� .__.��_.�.__w�_.. _ �..,�..._ w�._...._.,.��_.__.�._ _�.�....._o._.�e_.._._:.�__ 320 10 +00 11+00 12 +00 r n � LEGEND: OF MAMANHOLE/TOP OF Cl EANOUT ELEVATION 350 348 346 344 342 340 338 336 334 332 330 328 41 it J � cnW _ HATCHILLE AVENUE SEE SHEET 10 I 1 + u- U I ,o of N r-- — —.— — -- — 1 ¢ 1 I I �¢ I I F-: = I c i cn rn CD —J w c� o° © -�! —j z I w c6 25 26 N I I N °; z m to C� 2 1 2 8 o r. Q 1 r 1 c I a I _; a� I m I 4 unr-- I + C� Q + + + W�� UW . I I r 1 ' Z < W I--.— -- — ---- -- — ____ — -- t 1 1 Q C4 cn cn I SEWER MANHOLE NO. 26 j cn R/W ; v , 1 o STA. 12 +88.08, C.L. 5.00LT.= r —~ L3*E . STA. 12 +88.08, SENIOR i STA. 13 +17.08, 19.95LT. L�,� o N33 °34'22 "W 35.20' Na0 5713E 6 SE R 105. DO NO • N '� 1 ;,� 5 O 5 6 SEWER 1$8,0$ i NOQ 5713E 11+00 12+00 277.0$' w w to o C7 N n CATCH BASIN NO. 17 - - SEE SHEET 10 o I _ 1$ 1 1 � SE DRAIN �, m --FIR /W � F-: l E SHEET 10 f � 6 c, I C) I p�`�$ ,- I pq 1 STORM DRAIN M.H. NO. 19 + LO "� o 'n o - �' oo SEE SHEET 10 00 Ln ° `� � ce as z W cn LO tom- gyp" 1 o W v cn I + 1 - z N C� W t� r0 N 0 t ■ cj 00 � C) © Q ° Q m ri 000 23 + �8© mW , 1 MATER WELL I r- ++ 1 1= 1 I 7 z � SITE 1 I I cn 22 cn ¢Q 21 W U E w(n cn HATCHVILLE AVENUE W U \ I SEE SHEET 10 SURFSIDE STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12 +00 13 +00 350 348 346 344 342 340 338 336 334 332 330 328 NARRAGANSETT PLACE - SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 348 348 344 342 340 338 336 334 332 330 328 10 +00 11 +00 350 348 346 344 342 340 338 336 334 332 330 32$ 12 +00 le-tv —iy U m� AB_ BREVIATIONS .� • 5 FURNISH &INSTALL SEWER PER CITY STANDARDS DESIGNATION: CL CENTERLINE SEC11ON LETTER INV INVERT G FURNISH & INSTALL SEWER MANHOLE "A" SD MH STORM DRAIN MANHOLE TYPE PER C.O.B. STD. SW -4. 2 1 CB CATCH BASIN t FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SECION Is SHOWN JB JUNCTION BOX PER C.O.B. STD. SW -6. REVISION SMH SEWER MANHOLE APPROVED BY: SCO SEWER CLEANOUT D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ROGER A. McINTOSH DATE SDMH STORM DRAIN MANHOLE R. E C. . 322 EXP. 06 30 33 06/30/08 08 EXIST EXISTING 0 FURNISH & INSTALL STORM DRAIN "B" " NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE A " uj MANHOLE TYPE PER C.O.B. STD. D -18. WITH 35 OPENINGS PER C.O.B. STD. D -14. ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. R/W RIGHT of WAY • • FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS REVISION M.H. MANHOLE TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. APPROVED BY: , FL FLOWLINE W MARIAN SHAW C.E. IV DATE ` ^ V 7 R.C.E. 32178 EXP. 12/31,/08 m� w z uj 4n Q W ` ^ V 7 Q V W W � Q 0 CA Z t— C) W 0 ui o oco "_7 _e 45 J 11 - Ld U 1 4 O TONSET STREET 1\1 � w � ci - `-� SEE SHEET 11 -J w 6 I II• � II , ®r II• II l I` �I > U5 I r— J ao �►' --� ~ Ii WAREHAM DRIVE f w J p I I CC II ' N °0 1 I �� 1 ,-_� o po�I .-- o r o I I SEE SHEET 7 I ¢ cn I o N wi w o ,d p• I N o I o I l o o I I o I 11 0 0 f = wQNM> Z lO z I I M° , 5 -- C) oo z --� w o O w-1 O m Z -J w z -j II• _ j N Z J¢ J F- to W t-- ! 0 N L6 � I j' - ( ai w Ucn o o oi z (j c. Utn Z vw w coo in o =can °o o ° ;� o o °; o •w 20' '020' U-) _j ! N ( cv o ac> I I `�' _o moo ncvo r%: ¢►mow --! 2= cvr; oc. m NN of ° w uvw) ° o Z �� rn w r` ,°� I o z ! o , o r-- ©1 w cv = m = r-`' I �- °� �n` '�' I Z cn °' �" f �`' ! _' O o `� N _ j _ w ° 3Q < Lo to m c.� r� rri I z N In -� f- co o + co co o f I o M M F-- .. 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C.L., HATCHVILLE AVE.= cv 18 DRAIN 17 +00 STA. 11 +73.89 C.L. TONSET ST. -- N00 5713E 15.42 M IN 382.59 Lo _ � _ ! o - - - - - - - y w - - ---- - - -- -- _ _ _____ Fl. w z STORM DRAIN M.H. NO. 18 38 R/W - - _ I Z A _M i c" q STA. 17 +61.51, C.L. S.00RT.= r. - - - - ---- -- - _ _ c° w I ov R/W �- wi v I STA. 17 +61.51, DRAIN ry 1 w o LYE i Of 0 °o I o° ° e cv to Z coo M lo- ' � I � I o' t� • C5 co 1 29 0 ° o of I I o. II w 2 0 00 00 1 15 28 Ln x d- P� z __j • J _,J 37 1 , z N o°'�m•.M I 1 Z UWw cv N 00 � -- ---- -- -- --� w N Ii. N I` + ! + _ N w 11�g� , 18'17+ 17 r _! _..I -- -- U cn _ Z _i -w- - J 5' N m m w r� w o� I 1 1 1 o 0 o w _ _ • ..j 4 - . _ ----- z �o Lo z w , 20' 20' _ � LL w° —o- r*-_ - ` Q Q 1 ¢ r r cn wJ J J U + V) + c f- _ W N w -1 (13 -101 _~ I • `ter w V , � B f C_ , ! co 3d NN _ MAW rn ¢tea- a Q T_ V_ 1 I "� w 21 I ! • I— O w Z I-- Q e i-- N . -J � N � r� C4 to Z m W (n TONSET STREET W t-- I-- ¢ �-- ¢ w �. r- ci � SEE SHEET 11 cn c" cn U Q ir a Q SURFSIDE STREET ac 0 An lu A ° Z �' SEE SHEET 9 ' c� (nzm w U) in Z I r-- 4 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 ma HATCHVILLE AVENUE SCALE.* 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 +00 11+00 12 +00 EG LEND: T, .M• 345.6 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 13 +00 14 +00 15 +00 16 +00 17 +00 358 S < � � e 354 354 3_ € -[ ; # + � E t S ` # .< .j F .. r, .__ „•�_,.._..,W,.,.,.,._.....,. � _ a.......,M.v»- ._........- ..,,_, t f �. �,._ .,.,._......_...,...,.._...,:.. � .: ,..,- ,_....,».._._,,,.,,.... -M� .,.-•,-„” �•_ __,.�...,,n.v_......��...�...., 348 346 346 344 344 342 342 r r 3,40 s t INSTAL 48.35 L F OF 336 334 { 332 330 t 328 f f 8" RGJ CP 0 -0 21 INSTALL i 3 2.59 LF _ OF 18 GJ -RCP -a.1 R F e � � s » _.- ..,_.•..,_,..._... ,._mss,.•,......,. ....,..,.....,.. f � � i j t • �e'� 1 d Y f � � � : �. € t 1 i t � 7 t 4 F 3 � i # t p.}�t � i r I s s r• { w w to L w i i { { ff � j i d S x � f ! • ,� f t ' )¢ 1; j f t f i Q • —I • .J„ oo , < r • ,w �� $ S { } 3 co F 1 x t i ( 3 3 7f ; ^• i r + O to St T w w J cn • Q- w i = { U v— . 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Jw•._._..•_.......... �:_.._,.,,.._..,., i.__......,__,.__......,....,.,.._,._:..«,...____.._ � __�..___......:..a1,_......__�. _._... 3 a _. u... .v._.__..- __.....`._2.�,�.�_.�- 2 10 +00 11+00 12 +00 EG LEND: T, .M• 345.6 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 13 +00 14 +00 15 +00 16 +00 17 +00 358 358 356 356 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 3,40 338 3,38 336 336 334 334 332 330 328 — 326 18 +00 INSTALL 80.100 LF s p-)> n w k w e 1 3 UWW 4 �c W( 1 Co Z Uw z 0) S N W 1 w N i w w J • /'lam + V) t\ a) cn N W . s Lu (/�/� w r- w N -! to N Of M M J q j r¢ r O I 3 F-- f¢ n= •Q j r O Q Q tY Il— c zo v~i? c� w c~n? t� z z i t` s � F s s f f o PPROXIM ATE f s x uJ W ( FINISHED s i c i S I W w { { 1 ¢ j ¢ 1.14 SECTION K*A SCALE 1 ” =50' HORIZ. 10 1 " =5' VERT. 358 358 356 356 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 334 334 332 330 328 1- INSTAL 15.42 L _. 0F� .�.�......�......�,..�,�_��,_. 17 18 RG -RCP 0, 0.20% a .00 L• ' of Lo a ft o L6LjJ I o z 00 e- M> z z � aw • II w i J w O J� • 'I- LLJ NCn . co (f} W _j I z_ 0) to Q V- Q f M OC U LLB _ �. -. 4 cn cn Z w ~iz c� z 0 # _ r i {47 j 3a s � = ( 7 f a '_, V) - S � a# w y M t E 00 $ I lmkxpT .,..,........,- t . . ................._....,_. -.,.. V) �0 1 R DRAIN } D , t pW i CL p > i CL J _. rr i d I I t } Y s 358 356 g }354 S 352 350 348 346 344 342 340 338 336 334 332 330 328 SECTION B SCALE 1 ” =50' HORIZ. 1 1 " =5' VERT. ABBREVIATIONS S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE SECTION LETTER INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE A " PER C.O.B. STD. SW -4. j }rrr jr MH MANHOLE 2 .r� 51 CB CATCH BASIN Q FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SEC11ON IS SHOWN JB JUNCTION BOX PER C.O.B. STD. SW -6. . SMH SEWER MANHOLE SCO SEWER CLEANOUT - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 3 2 SDMH STORM DRAIN MANHOLE Exp, 0 EXIST EXISTING FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE B PER C.O.B. STD. D -18. i> q . ' :, w , ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. WITH 3.5 OPENINGS PER C.O.B. STD. D -14 '" R/W RIGHT OF WAY FURNISH &INSTALL CATCH BASIN " " 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE A PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. FL FLOWLINE IT Nik, V s-- z W V) o Z U o� (n w U W ��`y F- lL V) T_ 0 Of W 0 w W 0 W F- < CD 0 j co ♦ ♦ • • ; L F r o ¢ 11 c cv w c cv 00 CJ Z s s SECTION K*A SCALE 1 ” =50' HORIZ. 10 1 " =5' VERT. 358 358 356 356 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 334 334 332 330 328 1- INSTAL 15.42 L _. 0F� .�.�......�......�,..�,�_��,_. 17 18 RG -RCP 0, 0.20% a .00 L• ' of Lo a ft o L6LjJ I o z 00 e- M> z z � aw • II w i J w O J� • 'I- LLJ NCn . co (f} W _j I z_ 0) to Q V- Q f M OC U LLB _ �. -. 4 cn cn Z w ~iz c� z 0 # _ r i {47 j 3a s � = ( 7 f a '_, V) - S � a# w y M t E 00 $ I lmkxpT .,..,........,- t . . ................._....,_. -.,.. V) �0 1 R DRAIN } D , t pW i CL p > i CL J _. rr i d I I t } Y s 358 356 g }354 S 352 350 348 346 344 342 340 338 336 334 332 330 328 SECTION B SCALE 1 ” =50' HORIZ. 1 1 " =5' VERT. ABBREVIATIONS S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE SECTION LETTER INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE A " PER C.O.B. STD. SW -4. j }rrr jr MH MANHOLE 2 .r� 51 CB CATCH BASIN Q FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SEC11ON IS SHOWN JB JUNCTION BOX PER C.O.B. STD. SW -6. . SMH SEWER MANHOLE SCO SEWER CLEANOUT - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 3 2 SDMH STORM DRAIN MANHOLE Exp, 0 EXIST EXISTING FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE B PER C.O.B. STD. D -18. i> q . ' :, w , ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. WITH 3.5 OPENINGS PER C.O.B. STD. D -14 '" R/W RIGHT OF WAY FURNISH &INSTALL CATCH BASIN " " 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE A PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. FL FLOWLINE IT Nik, V s-- z W V) o Z U o� (n w U W ��`y F- lL V) T_ 0 Of W 0 w W 0 W F- < CD 0 1- INSTAL 15.42 L _. 0F� .�.�......�......�,..�,�_��,_. 17 18 RG -RCP 0, 0.20% a .00 L• ' of Lo a ft o L6LjJ I o z 00 e- M> z z � aw • II w i J w O J� • 'I- LLJ NCn . co (f} W _j I z_ 0) to Q V- Q f M OC U LLB _ �. -. 4 cn cn Z w ~iz c� z 0 # _ r i {47 j 3a s � = ( 7 f a '_, V) - S � a# w y M t E 00 $ I lmkxpT .,..,........,- t . . ................._....,_. -.,.. V) �0 1 R DRAIN } D , t pW i CL p > i CL J _. rr i d I I t } Y s 358 356 g }354 S 352 350 348 346 344 342 340 338 336 334 332 330 328 SECTION B SCALE 1 ” =50' HORIZ. 1 1 " =5' VERT. ABBREVIATIONS S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE SECTION LETTER INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE A " PER C.O.B. STD. SW -4. j }rrr jr MH MANHOLE 2 .r� 51 CB CATCH BASIN Q FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SEC11ON IS SHOWN JB JUNCTION BOX PER C.O.B. STD. SW -6. . SMH SEWER MANHOLE SCO SEWER CLEANOUT - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 3 2 SDMH STORM DRAIN MANHOLE Exp, 0 EXIST EXISTING FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE B PER C.O.B. STD. D -18. i> q . ' :, w , ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. WITH 3.5 OPENINGS PER C.O.B. STD. D -14 '" R/W RIGHT OF WAY FURNISH &INSTALL CATCH BASIN " " 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE A PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. FL FLOWLINE IT Nik, V s-- z W V) o Z U o� (n w U W ��`y F- lL V) T_ 0 Of W 0 w W 0 W F- < CD 0 358 356 g }354 S 352 350 348 346 344 342 340 338 336 334 332 330 328 SECTION B SCALE 1 ” =50' HORIZ. 1 1 " =5' VERT. ABBREVIATIONS S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE SECTION LETTER INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE A " PER C.O.B. STD. SW -4. j }rrr jr MH MANHOLE 2 .r� 51 CB CATCH BASIN Q FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SEC11ON IS SHOWN JB JUNCTION BOX PER C.O.B. STD. SW -6. . SMH SEWER MANHOLE SCO SEWER CLEANOUT - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 3 2 SDMH STORM DRAIN MANHOLE Exp, 0 EXIST EXISTING FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE B PER C.O.B. STD. D -18. i> q . ' :, w , ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. WITH 3.5 OPENINGS PER C.O.B. STD. D -14 '" R/W RIGHT OF WAY FURNISH &INSTALL CATCH BASIN " " 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE A PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. FL FLOWLINE IT Nik, V s-- z W V) o Z U o� (n w U W ��`y F- lL V) T_ 0 Of W 0 w W 0 W F- < CD 0 IT Nik, V s-- z W V) o Z U o� (n w U W ��`y F- lL V) T_ 0 Of W 0 w W 0 W F- < CD 0 . i3+ S 11 +00 SO '28'48 "W � 8 ". SEINER 12 +00 280.01. S END OF 18" PIPE - - 00'28 48 W i - cn C - Ck INTERSECTION 280.01' "nc STA. 9 +79.6 ?, C.L. 3.71 LT.= " t in F- SOa'28'48 W 352 __._ 3fi" DR iA N STA. 9 +78.16, DRAIN I S87 *03 02 "E 15.43' 350 - -_ _ ____._ __ ___ ___ ,__ - - -_ _.__ �= <W.._. W 0?o - - 500'28'48 "1N 3 30" DRAIN � 33 18" DRAIN t -100 _ ... 348 262.7 I FL I STA. 23 +52.93 C.L., CAPE COD AVE. N? 976 55 E 26.80 STORM DRAIN M.H. NO. 15 w f W )-. =Q co w 1 I � � U - _ _.. _ -_ _ _ ___ _ STA. 10 +04 = .96, G.L. 5.00RT. -- c� ;t ` r-- 16, C) R/W I © I o 342 - _ STA. 10 +04.96, DRAIN m r• 00 Q a o - , 340 c*4 o Cox cr R 1 INVERT 18 [RAIN °0:: " 18 DRAIN - - 5 338:. -__ _ ___ .- __ _ _ _____ , - - -_ ___.._.._ - ___ .__ _ _ __. _ -_ -- _____ __ 34 dN•- C.4 C) 0M C) tp C) I o o i Q . 0 1 t ! W I + I— , o �ri z c co HATHAWAY AVENUE 0- -ii W N M ! o z Srz i v- L6 PROVINCETOWN w Z-> n n • J cr c n n Q cr uJ i Pei M 1\1 w + J J � t% , tip's LL w • Q • • 00 1—f t HATHAWAY AVENUE Q UU W c.� z U> W = A W U© U� AVENUE z 0a��aw z W CAPE COD A VENUE .... SEE SHEET 4 • z �,,� � Oro °- A Z (n w� -i � � cwL� w w oo� w --� o w w oa SEE SHEET fi z W � � w w SEE SHEET 3 20 20 I r� ° o°c �; d- m � z N N Q -* cv c�i I �- �" �.ri Sri n r- 20' 20' r'n i a °° � I c� o + 20 , 20 -am- m _vm _. .. 30' ; 30' vwi w + v- o+' 7 ,- VN o %_ tom.) w +Lu w cr C> -� zoo ° vQw d- m I 0 0 �- Q c i c i W-v - I 30 I 30 I I �c �' Z I I z M++ W) � + I 30 I 30 SEWER MANHOLE W ¢ Z.. o Q¢ ©.� H- F-- z .�,.��.. I -- ¢ , amc� ©�odQ ;- © W r P ;!- E- 14.. WaQ w I- ; i-- QVWX v Qw © 13 12 Wv-� w In� . . , 5 I NO. 20 W w w © c� cn cn w (n 0i cn z 0 � CD v) cn cn En cn cn 5 C , �' _ �,., w pp w I cw Q <_ 5' I O.L. 5.0OLT. -- STA. 9 +95.Q4, 95.04, SEWER CATCH BASIN I oo ° ,�, `� <-in I 15 R/y e � E'er' r cn t R/W rr !' r`' z - q NO. 14 z - - W STA. 9 +80.03, C.L. 3.71 LT. 5 5' FL cn � — � — — -- - - _.�._ — � o p I NORMAL F.L. ELEV.= 344.89 DEPRESSED F L ELEV' --344 72 °Q o I A w ca ao SO 2 d-I . i3+ S 11 +00 SO '28'48 "W � 8 ". SEINER 12 +00 280.01. S END OF 18" PIPE - - 00'28 48 W i - cn C - Ck INTERSECTION 280.01' "nc STA. 9 +79.6 ?, C.L. 3.71 LT.= " t " 18 DRAIN SOa'28'48 W 352 __._ 3fi" DR iA N STA. 9 +78.16, DRAIN I S87 *03 02 "E 15.43' 350 - -_ _ ____._ __ ___ ___ ,__ - - -_ _.__ �= <W.._. W 0?o - - 500'28'48 "1N 3 30" DRAIN � 33 18" DRAIN t -100 _ ... 348 262.7 I FL I STA. 23 +52.93 C.L., CAPE COD AVE. N? 976 55 E 26.80 STORM DRAIN M.H. NO. 15 w f w 1 I � � U - _ _.. _ -_ _ _ ___ _ STA. 10 +04 = .96, G.L. 5.00RT. -- c� ;t ` r-- 16, C) R/W I © I o 342 - _ STA. 10 +04.96, DRAIN m r• Q a o - , 340 c*4 o Cox cr R 1 INVERT 18 [RAIN °0:: " 18 DRAIN - - 5 338:. -__ _ ___ .- __ _ _ _____ , - - -_ ___.._.._ - ___ .__ _ _ __. _ -_ -- _____ __ 34 it m K)OO 00 00 w z N I of 0 �! 0 1 c 04 N 17 I 18 r'' � ! 10- 19 I o o i Q . 0 1 N �� 0o d- o r c i 4 II. t ! W I + I— , o �ri z c co HATHAWAY AVENUE 0- -ii W Q M ! Q Q _ ____ - - _ _- _ _ _ __ -- _ __._ _ _ _ __ _ _ _ _ __ __ _ _ ___ _ _ -_- - __ _ ___ _ ____ _ _ ___ __ _ {n N SEE SHEETS 4& 5 w Z-> n n • J cr c n n ? � Pei M w + J J � t% , tip's LL w • Q • • 00 _ M ? Q z O F= . - f- 0a��aw A et U <t�CLL tW- W V) V) Z tt"W1 eo U 1\1 IT -L-1 V Z t 1 + �o I w o01++ oN i �' I I � is i I Q Q Q CAPE COD AVENUE SEE SHEETS 3 &5 -' -4 o �c (j Q �-- i-- �-- T , ,_(0 to 4a C5 00 N � lam-;5 cncn 360______'_.-__- i3+ S S " S0078'48 "W 1 14+,00 8" SEWER ` o c p 2 280.01'• C cn C C4 Ck INTERSECTION 355 - - © � o C> if " t 1- . ts 352 __._ , 352 STA. 15 +60.02 C.L., PILGRIM HEIGHTS DR.= X42 - 350 - -_ _ ____._ __ ___ ___ ,__ - - -_ _.__ �= <W.._. W 0?o - - 500'28'48 "1N 3 30" DRAIN � �~ w w w w - 2 _ ... 348 262.7 I 345 I STA. 23 +52.93 C.L., CAPE COD AVE. 346 - - _ � 346 w 1 344 I � � U - _ _.. _ -_ _ _ ___ _ 3" 10 �. • 342 - _ \---FL - 5 5' S \ - , 340 _ ; -_, _ -_ -_- ____ __ -_ _____ __. ____ _ INVERT cr R 1 INVERT 18 [RAIN °0:: " 18 DRAIN - - 5 338:. -__ _ ___ .- __ _ _ _____ , - - -_ ___.._.._ - ___ .__ _ _ __. _ -_ -- _____ __ 338 STA. 15 +64.98, G.L. 5.00RT.= © I N ,a c o I I C) I I o o i i o o c ,_ _ _ -__ _ __ _ -- - ...... ___ ,_ - - _ ___ _ _ _ . _ _ -_ -_ _ __ _ ._ _ _ __ __ _ _ _ ___ ,_ -__ - W I I S I— , o �ri z c cn ! 0i i M ! c� { _ ____ - - _ _- _ _ _ __ -- _ __._ _ _ _ __ _ _ _ _ __ __ _ _ ___ _ _ -_- - __ _ ___ _ ____ _ _ ___ __ _ {n N W op • • J cr c cb 4 ? � Pei M � - 4m M ? Q Z t 1 + �o I w o01++ oN i �' I I � is i I Q Q Q CAPE COD AVENUE SEE SHEETS 3 &5 -' -4 o �c (j Q �-- i-- �-- T , ,_(0 to 4a C5 00 N � lam-;5 cncn 360______'_.-__- ---_ -__- _ -_ -_ ,_ _ _ -_ _ - -- ___ ----- ___ _ - _L - - _. _ 360 INSTALL ;:25.42 LF OF - INSTALL 15.43 LF OF 18 RAJ -RCP 0.84 358 _ __ 18 RGJ -RAP -0.51% ____ __ _. __ -__ ___ _ _ 58 3561 __ ___ _ -. ___ ._ _ ___ . _ � - _ _ _ ._ __ __ ___ -_ _ _ _ � _ _ _ __- 0 355 © � o C> if 354 -_ __ �- -_ ___ _ _ .__.._ __ _ - - .___. _-_ �, ;�, __ _ __ _ -- �: _.- _ ��^+�� , - - -Z CJO U W U Z U w 354 352 __._ W W U- c) _..__ -.. ..._. _ __ _ •.. '- - J •._��¢ - C3 ' Li +� L4. �* o 352 Z .� ao ,d. ; . ,¢ m ,,�. c 350 - -_ _ ____._ __ ___ ___ ,__ - - -_ _.__ �= <W.._. W 0?o 350 z �-- z H- . W z z i-- O w Z _ ... 348 w u�} _. c- cnzo _ z a — _..__ _. _ ___ ,_ _ __ _ .__. _. -.___ .. _ - __..__ -. ..._ "__.. _ to cn _- _ _ __- _ -- _ - -- _ __ _- -_ __ -__ _ _ -- 345 346 - - _ � 346 344 I � � U - _ _.. _ -_ _ _ ___ _ 3" FINISHES --� - GRADE �. • 342 - _ 0 PIPS __ __ - -__ _ _ _ __ _ _ __ . _ _ - -- _. _- __� _ _ �. - a __ _ _ _ - _ _ 342 340 _ ; -_, _ -_ -_- ____ __ -_ _____ __. ____ _ INVERT 1 INVERT 18 [RAIN °0:: " 18 DRAIN 338:. -__ _ ___ .- __ _ _ _____ , - - -_ ___.._.._ - ___ .__ _ _ __. _ -_ -- _____ __ 338 lam-;5 cncn 360______'_.-__- ---_ -__- _ -_ -_ ,_ _ _ -_ _ - -- ___ ----- ___ _ - _L - - _. _ 360 INSTALL ;:25.42 LF OF - INSTALL 15.43 LF OF 18 RAJ -RCP 0.84 358 _ __ 18 RGJ -RAP -0.51% ____ __ _. __ -__ ___ _ _ 58 3561 __ ___ _ -. ___ ._ _ ___ . _ � - _ _ _ ._ __ __ ___ -_ _ _ _ � _ _ _ __- 0 355 © � o C> if 354 -_ __ �- -_ ___ _ _ .__.._ __ _ - - .___. _-_ �, ;�, __ _ __ _ -- �: _.- _ ��^+�� , - - -Z CJO U W U Z U w 354 352 __._ W W U- c) _..__ -.. ..._. _ __ _ •.. '- - J •._��¢ - C3 ' Li +� L4. �* o 352 Z .� ao ,d. ; . ,¢ m ,,�. c 350 - -_ _ ____._ __ ___ ___ ,__ - - -_ _.__ �= <W.._. W 0?o 350 z �-- z H- . W z z i-- O w Z _ ... 348 w u�} _. c- cnzo _ z a — _..__ _. _ ___ ,_ _ __ _ .__. _. -.___ .. _ - __..__ -. ..._ "__.. _ to cn _- _ _ __- _ -- _ - -- _ __ _- -_ __ -__ _ _ -- 345 346 - - _ � 346 344 I � � U - _ _.. _ -_ _ _ ___ _ 3" FINISHES --� - GRADE �. • 342 - _ 0 PIPS __ __ - -__ _ _ _ __ _ _ __ . _ _ - -- _. _- __� _ _ �. - a __ _ _ _ - _ _ 342 340 _ ; -_, _ -_ -_- ____ __ -_ _____ __. ____ _ INVERT 1 INVERT 18 [RAIN °0:: " 18 DRAIN 338:. -__ _ ___ .- __ _ _ _____ , - - -_ ___.._.._ - ___ .__ _ _ __. _ -_ -- _____ __ 338 �K ct oo 336 _ _ __ _ _- _ ;_ . __ _ �_ ___ __. -_ - _ _ �_ ._. _ _ ,__ _ _ _ __ __ _ _ - - -- _ �_ -_ _ _ _ _ _ __ 336 334 ,_ _ _ -__ _ __ _ -- - ...... ___ ,_ - - _ ___ _ _ _ . _ _ -_ -_ _ __ _ ._ _ _ __ __ _ _ _ ___ ,_ -__ - 334 p 332 , J _ - - 330 __ _ ____ - - _ _- _ _ _ __ -- _ __._ _ _ _ __ _ _ _ _ __ __ _ _ ___ _ _ -_- - __ _ ___ _ ____ _ _ ___ __ _ - -_ 330 SECTION A SECTION B SCALE 1 " =5Q' HORIZ. 11 SCALE 1 " =50' HORIZ. 11 1 =5' VERT. 1 " =5' VERT. J � 34 cp o_ 33 STA. Sl5•172 s, 9'4-49 48 47 43. ' 14.46L T / rn 6 .. --.........-- t N rO b G x� •'S�� • j 00 32 ©x' co 1 ��l l 7 %f CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 500.00' 64 ♦95' 32.52' 07 *26'36" U? Z U U � oa W �0 0 C-.*j to cn TONSET STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL cc HATHAWAY AVENUE SEE SHEET 4 20' ' 2Q' rn 30' I 30' 1 qd- I 5' 23 5' ta !�— W Z �_- i W o En 24 co 270.00', INTERSECTION STA. 14 +53.89 G.L., TONSET ST.= r STA. 18+75.20 C.L., HATHAWAY AVE. TRAIN :ET 4 W cW p. Z T'w - w 25 I co o 0 cmb Z I W Z cow in' _ ..�.._ at = W HATHAWAY AVENUE SEE SHEETS 4 do 5 I T 350 350 348 FINISHED _ _ _. __ -- _ __ - -- _ _ _ -_ -- 3 48 APPROXIMATE S E GRADE 0 CENTERLINE 't 346 - - �- - - -�- - - -- - - -- - - -- - - -- _ _ 34 i f I 1 A ■ 1 __ 34 0106 W v_ _ __ m o 42 342 1 :340 340 _ - �. =.:=- - , • INVERT 6 SE 338 _ • 338 mono , .J INI�ERT 8 SEWER- o 336 - -- __ _ z - - -- - - -- - - -- -- - - _ ._ - - - - -� -.z , ir Lu .� U�po Z Oo 334 W h - O dr - c6 b"ca +cfl 00 00 z Orr) •- I Z i I 332 _ _ W mzo ` -Z0 7 ' V 1 • ., Zito i S - i Lu , W ZZ 330 ;. - _ - -- - . - ...Y•.. -- - 330 __ , ZZZ INSTALL 184.25: LF OF 6i" SEWER' -1.00% INSTAL!;. 270.00 : LF OF 8" SEWER t -0.35 , " 328 - -_- _____ ____ - -_ ___ _._ __ __t - _ ____ ____ __. _ -- - _- _ -____ ___ ,. __ "_. _ __ _______ _ __� __ ___ _ �__ -- -- ______ �____ __ _____:, . - __._._ __ ___._ -._ - _ _ _ _ 328 10+00 11+00 12 +00 13 +00 14+00 15 +00 O REVISION APPROVED ROGER A. MciNTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION .. APPROVED BY: MAFTI AN SHAW .E. !V DATE R.C.E. 32178 EXP. 12/31/14 r n 4� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS __.__ . S FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE GB CATCH BASIN � FURNISH &INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.Q.B. STD. SW-6. SMH SEWER MANHOLE a FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT - - SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. Dr-18. ELEV ELEVATION R/W RIGHT OF WAY FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER G.O.B. STD. D -14. FL FLOWLI NE SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN �1 V ; z ui Ur 4 la -01owt NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. U tq IT- 1 ?4 Los IN E 01 R A, If C3� 0 o U � d- z LL- I W W A 00 w tD 0 in N Ix W m I Q o N o N 0 o Z 0 J U) r m m o YWY �V D b.� C.! 0 J_ ul W W z 0 in _ z > W , -,� - LLJ � 0 w W IV W (n CL W CL C� W 'C) G 0- W W � OC W � OQ a 4C ~ UJ � LLB z cr. o�c � 0 � � H W W z � Zoo� m all °z uiQ � W X W''-O r Z � Z uJ W V � _ m � � z � � w � J W N � w � r cvqm IL 1 ��l l 7 %f CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 500.00' 64 ♦95' 32.52' 07 *26'36" U? Z U U � oa W �0 0 C-.*j to cn TONSET STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL cc HATHAWAY AVENUE SEE SHEET 4 20' ' 2Q' rn 30' I 30' 1 qd- I 5' 23 5' ta !�— W Z �_- i W o En 24 co 270.00', INTERSECTION STA. 14 +53.89 G.L., TONSET ST.= r STA. 18+75.20 C.L., HATHAWAY AVE. TRAIN :ET 4 W cW p. Z T'w - w 25 I co o 0 cmb Z I W Z cow in' _ ..�.._ at = W HATHAWAY AVENUE SEE SHEETS 4 do 5 I T 350 350 348 FINISHED _ _ _. __ -- _ __ - -- _ _ _ -_ -- 3 48 APPROXIMATE S E GRADE 0 CENTERLINE 't 346 - - �- - - -�- - - -- - - -- - - -- - - -- _ _ 34 i f I 1 A ■ 1 __ 34 0106 W v_ _ __ m o 42 342 1 :340 340 _ - �. =.:=- - , • INVERT 6 SE 338 _ • 338 mono , .J INI�ERT 8 SEWER- o 336 - -- __ _ z - - -- - - -- - - -- -- - - _ ._ - - - - -� -.z , ir Lu .� U�po Z Oo 334 W h - O dr - c6 b"ca +cfl 00 00 z Orr) •- I Z i I 332 _ _ W mzo ` -Z0 7 ' V 1 • ., Zito i S - i Lu , W ZZ 330 ;. - _ - -- - . - ...Y•.. -- - 330 __ , ZZZ INSTALL 184.25: LF OF 6i" SEWER' -1.00% INSTAL!;. 270.00 : LF OF 8" SEWER t -0.35 , " 328 - -_- _____ ____ - -_ ___ _._ __ __t - _ ____ ____ __. _ -- - _- _ -____ ___ ,. __ "_. _ __ _______ _ __� __ ___ _ �__ -- -- ______ �____ __ _____:, . - __._._ __ ___._ -._ - _ _ _ _ 328 10+00 11+00 12 +00 13 +00 14+00 15 +00 O REVISION APPROVED ROGER A. MciNTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION .. APPROVED BY: MAFTI AN SHAW .E. !V DATE R.C.E. 32178 EXP. 12/31/14 r n 4� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS __.__ . S FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE GB CATCH BASIN � FURNISH &INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.Q.B. STD. SW-6. SMH SEWER MANHOLE a FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT - - SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. Dr-18. ELEV ELEVATION R/W RIGHT OF WAY FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER G.O.B. STD. D -14. FL FLOWLI NE SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN �1 V ; z ui Ur 4 la -01owt NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. U tq IT- 1 ?4 Los IN E 01 R A, If C3� 0 o U � d- z LL- I W W A 00 w tD 0 in N Ix W m I Q o N o N 0 o Z 0 J U) r m m o YWY �V D b.� C.! 0 J_ ul W W z 0 in _ z > W , -,� - LLJ � 0 w W IV W (n CL W CL C� W 'C) G 0- W W � OC W � OQ a 4C ~ UJ � LLB z cr. o�c � 0 � � H W W z � Zoo� m all °z uiQ � W X W''-O r Z � Z uJ W V � _ m � � z � � w � J W N � w � r cvqm IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 500.00' 64 ♦95' 32.52' 07 *26'36" U? Z U U � oa W �0 0 C-.*j to cn TONSET STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL cc HATHAWAY AVENUE SEE SHEET 4 20' ' 2Q' rn 30' I 30' 1 qd- I 5' 23 5' ta !�— W Z �_- i W o En 24 co 270.00', INTERSECTION STA. 14 +53.89 G.L., TONSET ST.= r STA. 18+75.20 C.L., HATHAWAY AVE. TRAIN :ET 4 W cW p. Z T'w - w 25 I co o 0 cmb Z I W Z cow in' _ ..�.._ at = W HATHAWAY AVENUE SEE SHEETS 4 do 5 I T 350 350 348 FINISHED _ _ _. __ -- _ __ - -- _ _ _ -_ -- 3 48 APPROXIMATE S E GRADE 0 CENTERLINE 't 346 - - �- - - -�- - - -- - - -- - - -- - - -- _ _ 34 i f I 1 A ■ 1 __ 34 0106 W v_ _ __ m o 42 342 1 :340 340 _ - �. =.:=- - , • INVERT 6 SE 338 _ • 338 mono , .J INI�ERT 8 SEWER- o 336 - -- __ _ z - - -- - - -- - - -- -- - - _ ._ - - - - -� -.z , ir Lu .� U�po Z Oo 334 W h - O dr - c6 b"ca +cfl 00 00 z Orr) •- I Z i I 332 _ _ W mzo ` -Z0 7 ' V 1 • ., Zito i S - i Lu , W ZZ 330 ;. - _ - -- - . - ...Y•.. -- - 330 __ , ZZZ INSTALL 184.25: LF OF 6i" SEWER' -1.00% INSTAL!;. 270.00 : LF OF 8" SEWER t -0.35 , " 328 - -_- _____ ____ - -_ ___ _._ __ __t - _ ____ ____ __. _ -- - _- _ -____ ___ ,. __ "_. _ __ _______ _ __� __ ___ _ �__ -- -- ______ �____ __ _____:, . - __._._ __ ___._ -._ - _ _ _ _ 328 10+00 11+00 12 +00 13 +00 14+00 15 +00 O REVISION APPROVED ROGER A. MciNTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION .. APPROVED BY: MAFTI AN SHAW .E. !V DATE R.C.E. 32178 EXP. 12/31/14 r n 4� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS __.__ . S FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE GB CATCH BASIN � FURNISH &INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.Q.B. STD. SW-6. SMH SEWER MANHOLE a FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT - - SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. Dr-18. ELEV ELEVATION R/W RIGHT OF WAY FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER G.O.B. STD. D -14. FL FLOWLI NE SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN �1 V ; z ui Ur 4 la -01owt NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. U tq IT- 1 ?4 Los IN E 01 R A, If C3� 0 o U � d- z LL- I W W A 00 w tD 0 in N Ix W m I Q o N o N 0 o Z 0 J U) r m m o YWY �V D b.� C.! 0 J_ ul W W z 0 in _ z > W , -,� - LLJ � 0 w W IV W (n CL W CL C� W 'C) G 0- W W � OC W � OQ a 4C ~ UJ � LLB z cr. o�c � 0 � � H W W z � Zoo� m all °z uiQ � W X W''-O r Z � Z uJ W V � _ m � � z � � w � J W N � w � r cvqm IL U? Z U U � oa W �0 0 C-.*j to cn TONSET STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL cc HATHAWAY AVENUE SEE SHEET 4 20' ' 2Q' rn 30' I 30' 1 qd- I 5' 23 5' ta !�— W Z �_- i W o En 24 co 270.00', INTERSECTION STA. 14 +53.89 G.L., TONSET ST.= r STA. 18+75.20 C.L., HATHAWAY AVE. TRAIN :ET 4 W cW p. Z T'w - w 25 I co o 0 cmb Z I W Z cow in' _ ..�.._ at = W HATHAWAY AVENUE SEE SHEETS 4 do 5 I T 350 350 348 FINISHED _ _ _. __ -- _ __ - -- _ _ _ -_ -- 3 48 APPROXIMATE S E GRADE 0 CENTERLINE 't 346 - - �- - - -�- - - -- - - -- - - -- - - -- _ _ 34 i f I 1 A ■ 1 __ 34 0106 W v_ _ __ m o 42 342 1 :340 340 _ - �. =.:=- - , • INVERT 6 SE 338 _ • 338 mono , .J INI�ERT 8 SEWER- o 336 - -- __ _ z - - -- - - -- - - -- -- - - _ ._ - - - - -� -.z , ir Lu .� U�po Z Oo 334 W h - O dr - c6 b"ca +cfl 00 00 z Orr) •- I Z i I 332 _ _ W mzo ` -Z0 7 ' V 1 • ., Zito i S - i Lu , W ZZ 330 ;. - _ - -- - . - ...Y•.. -- - 330 __ , ZZZ INSTALL 184.25: LF OF 6i" SEWER' -1.00% INSTAL!;. 270.00 : LF OF 8" SEWER t -0.35 , " 328 - -_- _____ ____ - -_ ___ _._ __ __t - _ ____ ____ __. _ -- - _- _ -____ ___ ,. __ "_. _ __ _______ _ __� __ ___ _ �__ -- -- ______ �____ __ _____:, . - __._._ __ ___._ -._ - _ _ _ _ 328 10+00 11+00 12 +00 13 +00 14+00 15 +00 O REVISION APPROVED ROGER A. MciNTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION .. APPROVED BY: MAFTI AN SHAW .E. !V DATE R.C.E. 32178 EXP. 12/31/14 r n 4� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS __.__ . S FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE GB CATCH BASIN � FURNISH &INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.Q.B. STD. SW-6. SMH SEWER MANHOLE a FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT - - SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. Dr-18. ELEV ELEVATION R/W RIGHT OF WAY FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER G.O.B. STD. D -14. FL FLOWLI NE SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN �1 V ; z ui Ur 4 la -01owt NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. U tq IT- 1 ?4 Los IN E 01 R A, If C3� 0 o U � d- z LL- I W W A 00 w tD 0 in N Ix W m I Q o N o N 0 o Z 0 J U) r m m o YWY �V D b.� C.! 0 J_ ul W W z 0 in _ z > W , -,� - LLJ � 0 w W IV W (n CL W CL C� W 'C) G 0- W W � OC W � OQ a 4C ~ UJ � LLB z cr. o�c � 0 � � H W W z � Zoo� m all °z uiQ � W X W''-O r Z � Z uJ W V � _ m � � z � � w � J W N � w � r cvqm IL TRAIN :ET 4 W cW p. Z T'w - w 25 I co o 0 cmb Z I W Z cow in' _ ..�.._ at = W HATHAWAY AVENUE SEE SHEETS 4 do 5 I T 350 350 348 FINISHED _ _ _. __ -- _ __ - -- _ _ _ -_ -- 3 48 APPROXIMATE S E GRADE 0 CENTERLINE 't 346 - - �- - - -�- - - -- - - -- - - -- - - -- _ _ 34 i f I 1 A ■ 1 __ 34 0106 W v_ _ __ m o 42 342 1 :340 340 _ - �. =.:=- - , • INVERT 6 SE 338 _ • 338 mono , .J INI�ERT 8 SEWER- o 336 - -- __ _ z - - -- - - -- - - -- -- - - _ ._ - - - - -� -.z , ir Lu .� U�po Z Oo 334 W h - O dr - c6 b"ca +cfl 00 00 z Orr) •- I Z i I 332 _ _ W mzo ` -Z0 7 ' V 1 • ., Zito i S - i Lu , W ZZ 330 ;. - _ - -- - . - ...Y•.. -- - 330 __ , ZZZ INSTALL 184.25: LF OF 6i" SEWER' -1.00% INSTAL!;. 270.00 : LF OF 8" SEWER t -0.35 , " 328 - -_- _____ ____ - -_ ___ _._ __ __t - _ ____ ____ __. _ -- - _- _ -____ ___ ,. __ "_. _ __ _______ _ __� __ ___ _ �__ -- -- ______ �____ __ _____:, . - __._._ __ ___._ -._ - _ _ _ _ 328 10+00 11+00 12 +00 13 +00 14+00 15 +00 O REVISION APPROVED ROGER A. MciNTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION .. APPROVED BY: MAFTI AN SHAW .E. !V DATE R.C.E. 32178 EXP. 12/31/14 r n 4� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS __.__ . S FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE GB CATCH BASIN � FURNISH &INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.Q.B. STD. SW-6. SMH SEWER MANHOLE a FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT - - SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. Dr-18. ELEV ELEVATION R/W RIGHT OF WAY FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER G.O.B. STD. D -14. FL FLOWLI NE SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN �1 V ; z ui Ur 4 la -01owt NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. U tq IT- 1 ?4 Los IN E 01 R A, If C3� 0 o U � d- z LL- I W W A 00 w tD 0 in N Ix W m I Q o N o N 0 o Z 0 J U) r m m o YWY �V D b.� C.! 0 J_ ul W W z 0 in _ z > W , -,� - LLJ � 0 w W IV W (n CL W CL C� W 'C) G 0- W W � OC W � OQ a 4C ~ UJ � LLB z cr. o�c � 0 � � H W W z � Zoo� m all °z uiQ � W X W''-O r Z � Z uJ W V � _ m � � z � � w � J W N � w � r cvqm IL 350 350 348 FINISHED _ _ _. __ -- _ __ - -- _ _ _ -_ -- 3 48 APPROXIMATE S E GRADE 0 CENTERLINE 't 346 - - �- - - -�- - - -- - - -- - - -- - - -- _ _ 34 i f I 1 A ■ 1 __ 34 0106 W v_ _ __ m o 42 342 1 :340 340 _ - �. =.:=- - , • INVERT 6 SE 338 _ • 338 mono , .J INI�ERT 8 SEWER- o 336 - -- __ _ z - - -- - - -- - - -- -- - - _ ._ - - - - -� -.z , ir Lu .� U�po Z Oo 334 W h - O dr - c6 b"ca +cfl 00 00 z Orr) •- I Z i I 332 _ _ W mzo ` -Z0 7 ' V 1 • ., Zito i S - i Lu , W ZZ 330 ;. - _ - -- - . - ...Y•.. -- - 330 __ , ZZZ INSTALL 184.25: LF OF 6i" SEWER' -1.00% INSTAL!;. 270.00 : LF OF 8" SEWER t -0.35 , " 328 - -_- _____ ____ - -_ ___ _._ __ __t - _ ____ ____ __. _ -- - _- _ -____ ___ ,. __ "_. _ __ _______ _ __� __ ___ _ �__ -- -- ______ �____ __ _____:, . - __._._ __ ___._ -._ - _ _ _ _ 328 10+00 11+00 12 +00 13 +00 14+00 15 +00 O REVISION APPROVED ROGER A. MciNTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION .. APPROVED BY: MAFTI AN SHAW .E. !V DATE R.C.E. 32178 EXP. 12/31/14 r n 4� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS __.__ . S FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE GB CATCH BASIN � FURNISH &INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.Q.B. STD. SW-6. SMH SEWER MANHOLE a FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT - - SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. Dr-18. ELEV ELEVATION R/W RIGHT OF WAY FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER G.O.B. STD. D -14. FL FLOWLI NE SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN �1 V ; z ui Ur 4 la -01owt NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. U tq IT- 1 ?4 Los IN E 01 R A, If C3� 0 o U � d- z LL- I W W A 00 w tD 0 in N Ix W m I Q o N o N 0 o Z 0 J U) r m m o YWY �V D b.� C.! 0 J_ ul W W z 0 in _ z > W , -,� - LLJ � 0 w W IV W (n CL W CL C� W 'C) G 0- W W � OC W � OQ a 4C ~ UJ � LLB z cr. o�c � 0 � � H W W z � Zoo� m all °z uiQ � W X W''-O r Z � Z uJ W V � _ m � � z � � w � J W N � w � r cvqm IL O REVISION APPROVED ROGER A. MciNTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION .. APPROVED BY: MAFTI AN SHAW .E. !V DATE R.C.E. 32178 EXP. 12/31/14 r n 4� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS __.__ . S FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE GB CATCH BASIN � FURNISH &INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.Q.B. STD. SW-6. SMH SEWER MANHOLE a FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT - - SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. Dr-18. ELEV ELEVATION R/W RIGHT OF WAY FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER G.O.B. STD. D -14. FL FLOWLI NE SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN �1 V ; z ui Ur 4 la -01owt NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. U tq IT- 1 ?4 Los IN E 01 R A, If C3� 0 o U � d- z LL- I W W A 00 w tD 0 in N Ix W m I Q o N o N 0 o Z 0 J U) r m m o YWY �V D b.� C.! 0 J_ ul W W z 0 in _ z > W , -,� - LLJ � 0 w W IV W (n CL W CL C� W 'C) G 0- W W � OC W � OQ a 4C ~ UJ � LLB z cr. o�c � 0 � � H W W z � Zoo� m all °z uiQ � W X W''-O r Z � Z uJ W V � _ m � � z � � w � J W N � w � r cvqm IL SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN �1 V ; z ui Ur 4 la -01owt NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. U tq IT- 1 ?4 Los IN E 01 R A, If C3� 0 o U � d- z LL- I W W A 00 w tD 0 in N Ix W m I Q o N o N 0 o Z 0 J U) r m m o YWY �V D b.� C.! 0 J_ ul W W z 0 in _ z > W , -,� - LLJ � 0 w W IV W (n CL W CL C� W 'C) G 0- W W � OC W � OQ a 4C ~ UJ � LLB z cr. o�c � 0 � � H W W z � Zoo� m all °z uiQ � W X W''-O r Z � Z uJ W V � _ m � � z � � w � J W N � w � r cvqm IL 4C ~ UJ � LLB z cr. o�c � 0 � � H W W z � Zoo� m all °z uiQ � W X W''-O r Z � Z uJ W V � _ m � � z � � w � J W N � w � r cvqm IL W N � w � r cvqm IL 13WAN 0 4920 0 c j 4(a, u %0 40 9,9 494 4b go e 51 bo u ............... 00 CMD v STA. 9+24.32s 15.31L3. 50 N27'22'1 1 "W 27.289 SEWER CLEANOUT NO. 1 STA. 9 +87.60, C. STA. 9 +4t. SLWLK J J�1 1 � PROVINCETOWN i\l I T AVENUE SEE SHEET 6 v- it C) Cl c; z C> C.> in z Of (j tx Q CNI z CD n . _;t 53 10-0j 54 llc-� 55 CD u� -4w C4 6 1 0 Pei C) LO to Z (.> C) 4 14V 40 r ad (3i cl*4 co rn 0 + + I't ft W g dcrl m C4 rj w V- IAJ w 0) X: 0 co 3 C) co 00 O o6 < 14C (A < (A w- Z v- LO C) m + + < eq + + + W 0 uj to it! to + + C) + LAJ ce w U) 1 04 0<5 130 U) W (A • 14C (—R/W col 5 R/W I 'T" ............... F co w 4O0`3rO4lwW S 12+ 24Z97* C> 8w 2 SAMM SEWER 300-0wv- f 400"37"04*W s 15+ 16+ 00 1+00 14+00 N002526E Will 4 - 335.771 W,3790eW 18* DRAIN 8" SEWER CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA OF RGJ— 500.00 69.28" 34.70' 07*56'20" i0D 500.00" 9.09" 4.5V t 1*02'3 358 356 354 352 350 348 346 344 342 344 338 336 334 &32 330 328 326 LEG CL INV SD MH C8 JB SMH Soo SDMH EXIST ELD 9/w M.H. FL . cc 1;1<5 WELLFLEET DRIVE SCALE: 1" = 50' HORIZONTAL 1° dwellm d� 51 VERTICAL r iI Anco 2V 00 v— V� 4-0 coce CAPE COD AVENUE • SEE SHEET 3 IN IT ABELRLV-IATIONS CENTERLINE INVERT STORM DRAIN MANHOLE CATCH BASIN JUNCTION BOX SEWER MANHOLE SEWER CLEANOU T STORM DRAIN MANHOLE EXISTING ELEVATION RIGHT OF WAY MANHOLE FLOIALINE 11+00 12+00 14+00 TOP OF MANHOLE/ OP OF CLEANOUT ELEVATION FURNISH & INSTALL SEWER PER CITY STANDARDS SEC71ON LEM FURNISH & INSTALL SEWER MANHOLE TYPE '*A*- PER C.O.B. STD. SW-4. FURNISH & INSTALL SEWER CLEANOUT SWET WH'E"K SECT 10N IS SHOW PER C•O.B. STD. SW-6- wff FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS FURNISH & INSTALL STORM DRAIN *A'* 0 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE k MANHOLE TYPE *B* PER C.O.B. SM. D-18. WITH 3-5* OPENINGS PER C.O.B. SM. D-14. UNLESS OTHERVASE SPECIFIED. or FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE ae PER C.O.B. STD. D-14• UNLESS OTHERWISE NOTED. 16+00 358 356 354 352 350 348 346 344 34-2 340 338 lxxa %ON&~ 334 332 330 328 326 A I T 3 HATHAWAY AVENUE SEE SHUT 3 1w 42 too I STORM DRAIN .H• NO. 12 w T,= 4! STA. 10+05-00m, C.L. 5-001- w I it STA. i o+05. DRAIN W1 It < IS* DRAIN OD 141041 0!,32W 25-190 a C> I I g C> El )F 1 jr PIPE C.L. STA. CL CATCH BASIN No' 10 S 000 C.L rjiik. gl� NORMAL F.L. ELEV. 344., F.L. ELEV.-344.10 D w Sc:� cx OD 00 (n �d � 37 d� � cn <jE 5* -TAN REVISION .-'7 APPROVED A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY.- MARIAN SHAW C.E. IV DATE R•C.E• 32178 EXP. 12/31/08 C> cq uw) c 4 C> r., COCA 360 358 �iI 3561 354 352, 350 348 346 . ........... 3401 338' 336 .8 3 MIKASA LANE SCALE: 1 = 50" HORIZONTAL t" = 5' VERTICAL U I T 2 MOVINCETOWIN AVENUE 0 C> )If,% SEE SHEET6 32 33 1 CATCH BASIN NO. 5 S * 13+00-00s C.L. 15.T4["T—. NORMAL F-I - ELEV.= 345.70 0 P.O.v C. oo: DEPRESSED Fl- ELEV.-345.53 EN �D�QF 18" PIPE STA. 13+00-42, C.L 15.24LT. 18m DRAIN N32*,M`l WOW 18.51 34 SEWER MANHOLE NO. 14 SEE SHEET 6 35 lit 36 + C%11*1-. R-OVIN AVENUE SEE SHEET 6 J N 1 7 INS-- Imo. -LE OF --L RGJ—IRCP 0 40-51 X 2 INSTALL 36* RG%;—RCP 0 0.11% 1 INSTAL4 24,3-251LF OF RGJ— cp- 0 010% 354 LL 8* RGJ-FRCP t i0D 1352 ma S T CK mc�, F 346 0z Co C)a cnza sits. It- 0 in cj :ro 03t z ab 1�- 5 -_' • 4 338 C> in %gruj �- W cj..— w LLI w (-)ODqo V P"*$ QC> CL Owl 4b . d—1 (L - V-" 0) :z GO OD ILL C I CL kL: aDC LL. 0 C"14 Q- zz zz AP N OXIMAV FIISHED' v) AL F,- La I U) W v) ,r. ZZ J GR E TERLINE 4 t C� z Lai z z A 3E L-Li c!) . ..... > 3= Lj NVEFLT OAF z QD RAIF DRAIN INSTRU PIPE' ml -0. D. DEVIL D--9 } 3 T- - # � ,i i APPR n r.R MATE E _ 111 L�LINE S �IHED - � "It. w - T 36" RRAIN : # , --D f lc� Lai tJ a- CL LLJ L6j 9=3 LAJ Lai INVERT 6* SEWS � C� Q L �VERT 8f SEWER © • INVERT I 8n %WE #-- IN 24* CRAIN C4 z z ODI L.—A to LLJ V.: C> 9 OD 4 mm C4 z (n &a n z co 110 X CO) + c>4" (0 w-2! z z i f STALL 0 .00 LF S. WE 0. 35% STALL 2 1108 its 0- L F V cnw- 1 TALL IL L INSTALL 89.00 0 —1- OF f;i Z '� , i ; , 1 i ABELRLV-IATIONS CENTERLINE INVERT STORM DRAIN MANHOLE CATCH BASIN JUNCTION BOX SEWER MANHOLE SEWER CLEANOU T STORM DRAIN MANHOLE EXISTING ELEVATION RIGHT OF WAY MANHOLE FLOIALINE 11+00 12+00 14+00 TOP OF MANHOLE/ OP OF CLEANOUT ELEVATION FURNISH & INSTALL SEWER PER CITY STANDARDS SEC71ON LEM FURNISH & INSTALL SEWER MANHOLE TYPE '*A*- PER C.O.B. STD. SW-4. FURNISH & INSTALL SEWER CLEANOUT SWET WH'E"K SECT 10N IS SHOW PER C•O.B. STD. SW-6- wff FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS FURNISH & INSTALL STORM DRAIN *A'* 0 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE k MANHOLE TYPE *B* PER C.O.B. SM. D-18. WITH 3-5* OPENINGS PER C.O.B. SM. D-14. UNLESS OTHERVASE SPECIFIED. or FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE ae PER C.O.B. STD. D-14• UNLESS OTHERWISE NOTED. 16+00 358 356 354 352 350 348 346 344 34-2 340 338 lxxa %ON&~ 334 332 330 328 326 A I T 3 HATHAWAY AVENUE SEE SHUT 3 1w 42 too I STORM DRAIN .H• NO. 12 w T,= 4! STA. 10+05-00m, C.L. 5-001- w I it STA. i o+05. DRAIN W1 It < IS* DRAIN OD 141041 0!,32W 25-190 a C> I I g C> El )F 1 jr PIPE C.L. STA. CL CATCH BASIN No' 10 S 000 C.L rjiik. gl� NORMAL F.L. ELEV. 344., F.L. ELEV.-344.10 D w Sc:� cx OD 00 (n �d � 37 d� � cn <jE 5* -TAN REVISION .-'7 APPROVED A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY.- MARIAN SHAW C.E. IV DATE R•C.E• 32178 EXP. 12/31/08 C> cq uw) c 4 C> r., COCA 360 358 �iI 3561 354 352, 350 348 346 . ........... 3401 338' 336 .8 3 MIKASA LANE SCALE: 1 = 50" HORIZONTAL t" = 5' VERTICAL U I T 2 MOVINCETOWIN AVENUE 0 C> )If,% SEE SHEET6 32 33 1 CATCH BASIN NO. 5 S * 13+00-00s C.L. 15.T4["T—. NORMAL F-I - ELEV.= 345.70 0 P.O.v C. oo: DEPRESSED Fl- ELEV.-345.53 EN �D�QF 18" PIPE STA. 13+00-42, C.L 15.24LT. 18m DRAIN N32*,M`l WOW 18.51 34 SEWER MANHOLE NO. 14 SEE SHEET 6 35 lit 36 + C%11*1-. R-OVIN AVENUE SEE SHEET 6 J N 1 7 INS-- Imo. -LE OF --L RGJ—IRCP 0 40-51 X 2 INSTALL 36* RG%;—RCP 0 0.11% 1 INSTAL4 24,3-251LF OF RGJ— cp- 0 010% 354 LL 8* RGJ-FRCP t i0D 1352 ma S CK mc�, F 346 0z Co C)a cnza sits. It- 0 in cj :ro 03t z ab 1�- 5 -_' • 4 338 C> in %gruj �- W cj..— w LLI w (-)ODqo V P"*$ QC> CL Owl 4b . d—1 (L - V-" 0) :z GO OD ILL C I CL kL: aDC LL. 0 C"14 Q- zz zz AP N OXIMAV FIISHED' v) AL F,- La I U) W v) ,r. ZZ ■ GR E TERLINE 4 Lai z L-Li c!) . ..... > 3= Lj NVEFLT OAF RAIF DRAIN INSTRU PIPE' ml -0. D. DEVIL D--9 } 3 T- - # � ,i i • \INVERT » 36 INVEE T 36" RRAIN --D lc� Lai tJ a- ,l 11+00- it 360 .358 0 356 ,.M.... �..__._- ._..._.r....._.[ 354 i0D 1352 ma f 346 t '344 4A q. ....__.... # -- - --_. __ ._. -_' • 4 338 336 12+00 13+00 360 3w _0 ---j 3=95 18* RGJ RCP 0 -t'O.84% 18* RGJ RCP 0 .51% 1 4-jo 3561-- '- .... -.� _.._...._ _._....M....... �__.._r._. -W_ ...._ .. - __� __...__..___._ _. _. _.._..._._......� _...._.._..._......_ { 3w 3541 354 5C4 44- 01w C> C> C>3c, C4 Qi ��'"�, J 352 t3coto Q • z 6 UJwaft It z —NA $1 • a- 0 - 4 1 A% 30- CO co a + c>-j C� C> C> C) 348 348 < CL ct 4c LLJ p--; Z z Lij 346 ...... J .346 X 344 AA 342 1342 '340 INVE9T 18m I R 18 PRAIN INT ........ 1 338 3W! 4 3 336 36 3 334 34 SECTION SCALE 1 = 50s HORIZ. \,%12 1"-5" VERT. t 0 *140 Ur4 rT I OPALto :z __j -4c Lai OC Lai z L-Li c!) > 3= Lj LLJ lc� Lai tJ a- CL LLJ L6j 9=3 LAJ Lai #-- CD L.—A