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HomeMy WebLinkAbout1.2-6758 Ph 1 - 4 Record DrawingyF.ST. TE TATIV TRACT -1\A0- 6757 SEE TRACT 6757 FOR -'ZM UNE CONTINUARON ON STORM " POINT OF CONNEC71ON u � . � t27 f 26 t 25 i 1\4! , i6 e f 28 f s t 24 s 23 + 22 t 21 t 20 ' 49 ' t8 t t7 t **r{r{} NJ�' i 3 t CA $► 1 7 ! 5 s9y� i tQ _ D H 2 " CAFfE AVI40flX Q DIN 1 ' FD SMH38`sSM 4 IrS'81�W 7 }3 ss- - t4 6 65 64 t & 68 r 671 6 i t t + , t , t; 29 t 28 t 27 f 26 a f� ' r 30 s 39 r s 34 t 35 t i 3 #t t t2 60 ,t s 8Z ca -1- c i s t t wl 64 r �CyOq SiN7ff_ _-{j{� MH 2 H13 Hh Z I 4 MH 21 � 1 I � t -z M t 57 t 56 t 551 54t 53,1 S2 t Si'F1t LOT P MIN. MAX. U NOT A PART -- SEE TRACT 6757 FOR CONTINUATION ON STORM DRAIN t8 �+ 19 2t3 24 r 22 Cr � r 23 i ?4 t ' 26 1 r t 27 t 15 28 + 29 r 30 i 31 32 �� 83 b 13L8114 s 11 ' t 8 t T �� �� r, •rr •r # % $ 24D__ -D H5 DMH6 ShN -r M �- -r--- SMI 7 rCB3T-- _ _SCO7? `. TAFT HIGHWAY (SR -119) � , tYKEYNAP RA CT� t}}-�{{�r r �f+'''`') r ��''+'(°') {{'„1! r r�f t3 A J i1 )SEE -SEPARATE SEWER ANI? STORM GRAIN PLANS FOR TAFT HIGHWAY El SHEET N0. 'I =� 26)67 SumMARY QE_ IMPROV1EMENT4Z SEWER IMPROVEMENTS UNITS UNIT 1 UNIT 2 UNIT 3 UNIT 4 TOTAL 6" SEWERLINE 8" SEWER LINE LF LF 728 1384 459 2169 430 1836 829 614 2446 6003 4" LATERALS LF 1475 2341 1967 1472 7265 STANDARD_ MANHOLE EA 7 10 7 7 31 CLEANOUT EA 2 PROVINCETO'WN AVENUE 4 3 9 BOUNTY LANE, CABOT WAY 0 t- AND CALYPSO WAY 9. COASTAL LANE, 9R SURFSIDE STREET Q 3 STORM DRAIN IMPROVEMENTS HATCHVILLE AVENUE I I R211. PILGRIM HEIGHTS DRIVE STREET AND TONSET 18" STORM DRAIN LINE 24" STORM DRAIN LINE LF LF 113 100 89 929 412 136 552 -- 1172 1165 30" STORM DRAIN LINE 36" STORM DRAIN LINE 42" STORM DRAIN LINE STANDARD MANHOLE LF LF LF EA 910 715 - 6 976 - 6 667 -- 6 - 145 158 3 2553 860 158 21 CATCH BASIL# EA 5 3 8 5 21 OUTLET STRUCTURE EA _ _ - 1 1 t SEWER MAIN' I UTILITY TRENCH SIDE MULTIPLE UTILITY R/W I TRENCH I � I 5 r TYP. Ti FINISHED STREET COMBINATION COMBINATION qZ,� SIDEWALK SIMPWV ' 36" Ti i Ti } 1% MIN. x 1 1% µ1N. pill" Oli ON DEEP SEWER, SLOPE LATERALS TO LOT LINE SO THAT THE END OF LATERAL IS I (THIN REQUIRED # TOLERANCE. DETAIL TYPICAL SEWER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN, A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA 0900) PLASTIC PIPE OR EWVALENT, CENTERED ON THE PIPE BEING CROSSED. 0 REVISION APPROVED Q t R��l StoN APPR0V6t> 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 WATERLINE SIDE RfW r C _ WATERLINE J ' iYP•, LOT PAD 5' MIN. 0 TO 7' MAX. J 2 REV/S/ON APPI> b .%7 CITY 0F,BAKERSF11ELD SEWER AND STO M D AIN LANS 2-'ZS'f5 TRACT FOR NO. UNITS 1 H U 4 • (ROF4#rO2 A, KICAK'OS I .PA?E REVS Sf o� .- A.PPIzoY�D Pi = . MAt"t /J' SHAW C. F_ 1 V DATE a,c. . 32►�5 �x� ►z�3fl►� INDEX., --OF SI"I EETB �jHT TlTLE 1. COVER SHEET 2. SEWER AND STORM DRAIN NOTES 0 3. CAPE COD AVENUE (STA. 10+00.00 TO STA. 23+00.00) 3 4R2 4. HATHAWAY AVENUE (STA. 10+00.00 TO STA. 23+00.00) 5R2 5. CAPE COD AVENUE (STA. 23+00.00 TO STA. 26+32.94) HATHAWAY AVENUE (STA. 23+00.00 TO STA. 26+29.35) AND ASHINTULLY AVENUE 6. PROVINCETO'WN AVENUE 7. WAREHAM DRIVE 8. BOUNTY LANE, CABOT WAY 0 t- AND CALYPSO WAY 9. COASTAL LANE, 9R SURFSIDE STREET Q 3 10. HATCHVILLE AVENUE I I R211. PILGRIM HEIGHTS DRIVE STREET AND TONSET 12. WELLFLEET DRIVE ,1�R AND MIKASA LANE R.c.6, 333zZ Exp, c6/�/►6 REV/BION APPROVED BY= RIAN SHAW C.E. IV DA- M-R-C.E. 3x178 EAP, 12-A1If4 NCHM1ARK:- SET LATERAL PROVIDING PROPER BENCHMARK DISK STAMPED - Q 1157 RESET 1969 CLEARANCE UNDER WATERLINE AND AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER UTILITY TRENCHES ROAD, IN THE. TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE SOX CULVERT 8 11.44 OVER STINE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOU114, 64 FEET EAST OF THE CENTER LINT~ OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL WITH THE HIGHWAY. ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) BASIS O1= SEA-_- R�S: THE BEARING OF N. 89'04'33" W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. AS SHOWN ON SURVEY INVESTIGATION MAP NO. 7-1 BK. 6, PG. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENTS THESE PLANS AND SPECIFICATIONS WIRE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARD'S, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. UN rT 3 01.1 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 06--30-06 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSF'IELD PUBLIC WORKS DEPARTMENT. CL CENTERLINE vERT APPROVED BY: RAUL M. ROJAS . INV IN SD STORM DRAIN MH MANHOLE CB CATCH BASIN J8 JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUTv+� CONSTRUCT SEWER MANHOLE f --o) I C4 fo � to o 8Z co q J I � o � a r La W cn E cv w w PUBLIC WORKS DIRECTOR R.C.E. 39880 EXP. 72-31-07 i DMH STORM DRAIN MANHOLE BY: ASSISTANT PUBLIC WORKS DIRECTOR EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE O.M 363.22 TOP OF MANHOLE/TOP OF ELEVATION CLEANOUT .. --------It CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYKE "A' PER C.O.B. STD. S-7. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN "A" MANHOLE TYPE PER C.O.B. STD. S--7. CONSTRUCT CATCH BASIN DATE TYPE "A" PER C.O.B. STD. S-12. s-.----- -------- EXISTING SEWER LINE - -- EXISTING STORM DRAIN LINE EXISTING MONUMENT G EXISTING SEWER MANHOLE EXISTING DRAIN MANHOLE Q r� VIN IL 1 NO SCALE ,.- � � Q DATE W : I Z I z ca I II t IS FAIRIAEWOAD Xcc 24 0 216 i uj Ir- I CIV �� ���Z�\P T iP> z I -1 25 3Q OFC 0 Ho I. ul r I 36 99G- !'..__..._.. PON � U�1'tT 2 on►�`( � viF/ , IZ'; F I l- IIS to p VIN IL 1 NO SCALE ,.- � � Q 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-7, S-8, S-9, S-10, S-11, S-20, 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 SPECIFICATION D-2321. ONLY CLASS 1, 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 1, II, 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.B. 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 t5 (25'C t3 ). PROPERTY TENSILE STRENGTH INITIAL PAR. 1.0 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 f5 WEIGHT CHANGE f1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH 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 11ME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21- - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER. AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C t3 ). 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 SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5%** 17.** 1% 0.1% 0.1% BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULA11ONS 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. INSTALLA11ON 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 SEC11ON 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 UN11L 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. 1Hf 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 EN11RE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL. 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS 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 DESIGNA11ON "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION W. 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 D3212 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. PULLED THE MANDREL SHALL BE PU D 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-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING 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 SHORING 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 U11LIZAIION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR " SHALL PROVIDE FIRM BEDDING SUPPORT FOR THE PIPE BELOW THE S PRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. EXCAVATED AT PROPER INTERVALS SO BELL OR COUPLING HOLES SHALL BE CAREFULLY 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 EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. . BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SEC11ON 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 GRADA11ON REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPAC11ON WITHIN THE ROADWAY STRUCTURAL SECTION 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 INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED 'SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW 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 COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SEC11ON 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 N WITH 30" OF COVER AT FLOW LIN . OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LIE 4�,. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RI HT -OF i ; WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. - 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 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID 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 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 NTH 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 VARIA11ONS 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 INSTALLA11ON OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 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 TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WO K PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS ED BY A BDIVISION AGREEMENT, A DEPOSIT B ED ON A 0 IIIA OR THE WORK PERF M WI N ;, . " -� I T -OF- AY B STED PRIOR TO I UAN - ' �p q� tc, . M R ,I . �vlS.1 , . IT. P �A.� P r ya off/ m 16 7* LATERALS SHALL BEA MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LIN OR ,`"�`* IV11 �4 RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE.}- GAL\� I'll"M 0 i Z8' -t,& (/m rr '� o 0(t'i M rn 0 to V) �_ rn � Q d o z oo O af d - O z u- 1 Q i Ja- Ld w U co � o w t0 co o N � w Y Q m N C4 O � N O N 0 O Z .. m Q 0 o J U) m m o w Y a w 0 U A IN A-, 1' `' � Q > U 0 6 �.�P r \_�� J��� 14Vt ��` OF CALWF© � Qc Cjvo. ;.x � _ a , if UpJ%T 2 ONLi uAtT t o q. I ,, � hM1Laif� i N;4' .* f a� .._ m I co G W g U) Q LJ.1 i- Z min Z z Z< Q X: cc 0 0 cr '* O X a) = W 11-- V_ > H Z Zza W w crW 00 ^' mW 3 N O cc Z o Hw J in Q Ix F_ o 0 La < a 0 9 �P e \_�� J��� 14Vt ��` OF CALWF© � Qc Cjvo. ;.x � _ a , if UpJ%T 2 ONLi uAtT t o q. I ,, � hM1Laif� i N;4' .* f a� .._ E I 0) I N 0 IV_ 0 /i2, 7_.___ - �_ I co Z a CL Z I co G W g �- Q LJ.1 i- Z min Z 0 Z< Q X: cc 0 W N cr '* O X a) = W 11-- V_ 1"' H Z Zza W o crW 00 ^' mW 3 N O ^ r Y/ N o Z o Hw J in Q Ix F_ o 0 < E I 0) I N 0 IV_ 0 /i2, 7_.___ - �_ I � \ \ .6,t;Uoo '0 � \ •L. ' CqA � r'� 7 I 6 WELLFLEET WAY N �` SEE SHEET 12 r 358 356 354 352 350 348 346 344- 342 340 338 336 334 332 330 328 326 324 J I INSTALL 254.63 LF OF 30" RGJ RCP ® 0.11% INSTALL 470.34 LF OF 24" RGJ RCP 0.10% I J 3 O CD NO h O�Z ~ 3 itLL ��Zs z�'Tis =U�ai'N `LIJ J lQ�� � Q.• z°° w� to ai°D v� o m- Z, o Cl IDN �I ro QM M 3 m + O N ��Zpt i O�> `"��`t m 04 W N 6�0 �;U' � Nzz -41 ernGRADE @ ENTERLIIIE --1---- -- ---- ---- ----- --------- -- ----- ��---- ----- ---- ----------------------- --------------------- ----------- -------------- �� - ---N N--- --- �� j 3 -- ---- ---- --- 3 - -- ---- ---- ' 1 3 -- jj -- - -- -- - -- -- - -- -- 3 - - - - - - - RAIN �1�VERT-2 ItV INVE T 30" DRAIN - •--___.. __ 3 -71N I "{ '- IN�/ERT 8 NISEI WER 3 I INVER 8 SEWER • �- f ^ ! " IN RT " S RT . 1N RT 8" S WER 3 C) j N roo a o 3 uC. wi 00 3 Z V JLu fnZ4� , Z��Op OQ O� tnZs �LI "J OJ�i ¢J p0 ZJ0O'W J z _ f `• L,.� ao N Z _ - cp 00'w °° jj z �P ? c i� v ° �D Lj 00 0(0 104 i In Cl 322 10+00 II uj CABOT OSHWA8 SEE E r-Io I I I I I SEE SHEET �� N I r z CAPE COD AVENUE (STA. 10+00.00 TO STA. 23+00.00) SCALE: 1, = 50 HORIZONTAL 1" = 5' VERTICAL COASTAL. LANE I q r - z U> N 0 O O N T � O 0 o O of n �z (D 11 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION a' O N Co c0 W -.-s-FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: Z N cy) J (3 J Z \ INVERT 00 J CN U SD STORM DRAIN o0 TYPE "A" PER C.O.B. STD. SW -4. 8 g z Q ✓> ,ted MANHOLE J MM Oi Z OND � \ \ .6,t;Uoo '0 � \ •L. ' CqA � r'� 7 I 6 WELLFLEET WAY N �` SEE SHEET 12 r 358 356 354 352 350 348 346 344- 342 340 338 336 334 332 330 328 326 324 J I INSTALL 254.63 LF OF 30" RGJ RCP ® 0.11% INSTALL 470.34 LF OF 24" RGJ RCP 0.10% I J 3 O CD NO h O�Z ~ 3 itLL ��Zs z�'Tis =U�ai'N `LIJ J lQ�� � Q.• z°° w� to ai°D v� o m- Z, o Cl IDN �I ro QM M 3 m + O N ��Zpt i O�> `"��`t m 04 W N 6�0 �;U' � Nzz -41 ernGRADE @ ENTERLIIIE --1---- -- ---- ---- ----- --------- -- ----- ��---- ----- ---- ----------------------- --------------------- ----------- -------------- �� - ---N N--- --- �� j 3 -- ---- ---- --- 3 - -- ---- ---- ' 1 3 -- jj -- - -- -- - -- -- - -- -- 3 - - - - - - - RAIN �1�VERT-2 ItV INVE T 30" DRAIN - •--___.. __ 3 -71N I "{ '- IN�/ERT 8 NISEI WER 3 I INVER 8 SEWER • �- f ^ ! " IN RT " S RT . 1N RT 8" S WER 3 C) j N roo a o 3 uC. wi 00 3 Z V JLu fnZ4� , Z��Op OQ O� tnZs �LI "J OJ�i ¢J p0 ZJ0O'W J z _ f `• L,.� ao N Z _ - cp 00'w °° jj z �P ? c i� v ° �D Lj 00 0(0 104 i In Cl 322 10+00 II uj CABOT OSHWA8 SEE E r-Io I I I I I SEE SHEET �� N I r z CAPE COD AVENUE (STA. 10+00.00 TO STA. 23+00.00) SCALE: 1, = 50 HORIZONTAL 1" = 5' VERTICAL COASTAL. LANE I q r - z U> N 0 O O N T � O 0 o O of n �z (D 11 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION a' O N Co c0 W -.-s-FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: Z N cy) J (3 + Z cli INVERT o 0 FURNISH & INSTALL SEWER MANHOLE CN U SD STORM DRAIN o0 TYPE "A" PER C.O.B. STD. SW -4. Q Q z ✓> ,ted MANHOLE J MM �' m NN CB CATCH BASIN U FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN' 0"3 3 Q ' JB H PER C.O.B. STD. SW -6. g NN � J , u No. 3 ��J J r off illel 12+00 13+00 14+00 15+00 16+00 i[-311,11 19+00 20+00 KM 1' 22+00 J0 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 23+00 0 M 45.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: m ABBREVIATIONS -.-s-FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE SECTION LETTER' Z INV INVERT ® FURNISH & INSTALL SEWER MANHOLE A SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE cn �' CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN' 0"3 3 yam JB JUNCTION BOX PER C.O.B. STD. SW -6. g_ 6 c. 3.32 � � , u No. 3 SMH SCO SEWER MANHOLE. SEWER CLEANOUT -" D FURNISH &INSTALL STORM DRAIN PER CITY STANDARDS - I' °, CIVl\- P �qTF 1 _1 Exp. SDMH EXIST STORM DRAIN MANHOLE EXISTING 0 FURNISH & INSTALL STORM DRAIN "B" NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" �P OFCgUF MANHOLE TYPE PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. , -; ;: GG ' os- _ R W / RIGHT OF WAY "8" FURNISH &INSTALL CATCH BASIN "A" 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 0 M.H. MANHOLE TYPE PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. `� t Go P FL FLOWLINE vm iT 3 oNL aQ(T 2 Opt0 vaLT I oNLl g; _ .g" ,'o k ii;;r.§ �. PAW ,` � � 'fit "( Li r7 ►- Q M tco( - I- tF M 3 �ZZ I w -� �� ZZo -- - o- �. �`�Z °?Zo �cv=pzz w a NZz��»a �» LQ Z LLX� . WIZ_ " 3 j INSTA 218.5 LF OF " SEWE ® -0.3�% INSTALL 218.56 LF OF 8" WER ® 0.35% m INSTALL 211,7.69 LF F 8 S WER @ -1.0.35% INSTALL 217.69 LF OF 8" SEWEi2 0 -0. 5% IN TALL 23 .21 LF F 8" SEINER 0 0t25% INSTALL 235.1 LF OF 8 SEWE ® 0.2 .% I 3 off illel 12+00 13+00 14+00 15+00 16+00 i[-311,11 19+00 20+00 KM 1' 22+00 J0 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 23+00 } 0 M 45.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: m ABBREVIATIONS -.-s-FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE SECTION LETTER' Z INV INVERT ® FURNISH & INSTALL SEWER MANHOLE A SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE cn �' CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN' 0"3 3 yam JB JUNCTION BOX PER C.O.B. STD. SW -6. g_ 6 c. 3.32 � � , u No. 3 SMH SCO SEWER MANHOLE. SEWER CLEANOUT -" D FURNISH &INSTALL STORM DRAIN PER CITY STANDARDS - I' °, CIVl\- P �qTF 1 _1 Exp. SDMH EXIST STORM DRAIN MANHOLE EXISTING 0 FURNISH & INSTALL STORM DRAIN "B" NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" �P OFCgUF MANHOLE TYPE PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. , -; ;: GG ' os- _ R W / RIGHT OF WAY "8" FURNISH &INSTALL CATCH BASIN "A" 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 0 M.H. MANHOLE TYPE PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. `� t Go P FL FLOWLINE vm iT 3 oNL aQ(T 2 Opt0 vaLT I oNLl g; _ .g" ,'o k ii;;r.§ �. PAW ,` � � 'fit "( } m Z 0 cn -> w w Q 1c, l� - i 5 j �� 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 10+00 11+00 12+00 13+00 14+00 15+00 WEL1fLEET WAY SEE SHEET 12R I 20'i ' - - 30' 30' I 3 I Ifd J 1\1 J 1 J �Q \� CONTRACTOR TO ENSURE NOTE: MIKASA LANE C ' � ALL SEWER LATERALS CLEAR 22 J SEE SHEET 12R <� II A PILGRIM E HEIGHTS DRIVE � STORM DRAIN PIPE. N HEET 11 o 20' 20' I a N l M � I I I I I N ( - J o z C) z00 I 30 30 a o 0 o I t Q u , o ,� a, t z l Co I I I 20' 20' 0 II I I ^ 'n I = c5 o z --c l� -5'� z �' Z ¢ M t' r= F- o 5 I 30� X30' z t- O v- 1 O O ( I J W CU O t '� O O N O O U U J 00 O O J J .� Z O d W Z I Q ' z I a ' 3 18 ' 19 120 + _ Z N� _ 3 a 23 124 0 , = Up 25 126 o �z� a 5 r- vcn 3 I i d 21 �Z NN 0 Z �, z N I 27 128 + 29 ' 30 Ja In N O ( J (W r I ` .. M % i+> t0 + r''1 I M 1- O O Q( Q �t2 W 1 m F- M I M O O 01 , ui (V I M , M m _ )- Cli W 0] F- 5' W M^ 1/ '- I� c0 co N N N I p i� t= ( S W d U 1n M c0 t� + 0o aD t Q U ( 3 z 1- _ J (V 'Q m (-- Q N 00 I M M M ' O� 0 1o'nn 16 0 n4 oo °° �p++zw ( p arnrn N I I Uo o -N �'_ _ �� vw -- -- Z rj O of = M :n O O + I -n :n U= N W f`� �.- 01 N N O 00 p N r H Q cn 014 15 N z of Ni �; In o co 00o N 00 � o a co ��= e o= W � �, r; +I (n � I+ N N N _Z M M in d 1 W V 6� i cD d' O O co 1 d N N N w 1� 1� O+ tf') U W 00 1 p I W UN Oi Q ++ O I Z M to + I to d + I + + 4 N co O 00� w CV ++ p ++ cV N O co N O_' dd� O N 00 N Q w t� U W I ! r 1 I I U w 1 to + + d N M N N O W n I I F_ 1 + + + p++ CON + ' (� (n e ; N C> Oo cci I M co d o Q Q�' x .-.- + + M - I I t-1- w m 1 o I I _ i + z¢ `� ' a I�,1 M I Q ' ( + cn cn cn cn G -y cn c -Y N -- z cn rn + N N N N Oo 11a. I <III ^ 3 vQ v� Q ¢ ¢ Q + o�tQ-� , - 1 N I N I N 1 N mNN 13 °° o° oo + w rQ- od c i 1a I, i v> c�-„ c�„ (%� R cFn \ ` i N c-� cn (n v) v) cn R/W c~n 0 v~i -ce � cn La i 18" DRAIN o co U �+ + N cn tncn cn _-L---JL__-- -- -- _ cn a' En SEE 0 N - - -- - - -� - j� _ � �, f I _ L _�1, _ � _ 1 _ - � - - L - �to � v, � SHEET ti oto a _ FL QQ t- - Z I FL u) V) V> Lu + -f 36" DRAT I _ 36" DRAIN i cn _ ��� ® N M SEE SHEET 12 S89'02'47"E " 2 0 SEE SHEET 11 v a R O 14+� _ S89'02 47 E t5+00 310.45' t7+00 _ t8+00 36 DRAIN 196.7 _S89'02 47 E 20+00 36" DRAIN M W N - - o _ _ �_ _ ��� _ _ -- - _._.� - _ 21 fQ0 - 330.35 22+00 N S89.02'4 "E » D AIN 107.0 ' - --I - - S89.02'47"E - --150.OQ' -i - S89'02'47"E - -� - �� " R o rn 100.00 S S S 16+00 S S S g - t - - 0-474.14'_ - - 6 SE E*E �" - S89'59'19"E 8" SEWER 286.34 'cow S89'02'47"E 18" D AIN 8» SEWER ;� 300.12' S89.02'47"E 8» SEWER 237.09' S89'02'47»E S F1 N81'� 183.71' 1 'n "� SEE SHEE 12 .n z� T.n 8 SEWER "cow 0 237.09 00� ii p II _ I Q d in r7 _j -- - - - 716 -- -r- - - Fl -- ! CkN -- �- a= (5CD o R/W '- T ~ I r= II I A 3 i W ZR/w �_ "b d to R/W 1= 1= 18 ORAIN ao o i wrn I ao I o10 , a Q I w ,� o0 0o no o W (J SEE SHEET 11 a_ voN 04NO) i� Q. t- 0 0 C� N I N I N I N o z ;n Q oc,.f W 1 of I of i ~ .- f\ d w Oi of I cn ' II O I IZ-C�9 00 Oi OO 00 O Q J O .T, O O M p I N 1 N I o N I N N O Z K p I rn o Li.1 O� O Q LY M to d of M - _' o Z Ef t[> FL W o rn I _ C-9: rn Iri3� 3 o o o� II o _ 1 0 0 1 =- a a� O 11 pj O I I f� I N O J 00 Z Q N ( NM> N �iaJ M O W O J of O O VI - p ++ i OI to Q r M I + + + IZ �� 00 n O Z I �Y 37 z -1R I It 0 JII J O OJi O 6 I z+ CC4 'o J_j MM 1 + , 45 +44 d 143 IW _ 421 41 1 + �nN+ _� �_� Q + Z�WW� + 35 134 + �Z�� + I -�1� _mW� ANN 'Jj Q ,; I M 46 I 1 -- IJ c; cr I Q w �. Q 1 Z 1 0 , o , W 33 , 32 , 31 N= N �, JW = W 30 z o as J o0� 4- Q O O O ( 07 '' -- 1 ( 83 O LtJ J M N CV o N N N U = Z U= I O 11114444 I I N Q Q Z 0 0 Q W 2 J c N Q I I M M I F- _� W U (n 1 M O N I t- F I I J J N N W rn Ii + I O I Q cn N N ^ In p Z n n �- 1- F (n M O 00 CO U W w d O Q Q W CU CU Z O'O to tD t- N 1 +_ I ~ N ++ N N 1V- = z ¢ n I a �, w cn cn Q o o in N d Q 1- V + J M M a Lu +o + + S + J to Q ( ! + + H Z d cj1 cn MO ' Z 1 3 Q� N 48 r ' I 1� I i cai N I cOvo 1 20' 20, oo ( 1 N N dd ' N± I 7 I a s a ' `1 c f' ��+ W w v ori o o co a� r `° °' Q w c'-i� N N 1 I Q I a+ .4. oN 1 =a I i ' 'wIQ-� cwn++ 38 3da ' Q o_ I M z cn c� cn 30 30 Iw rn 0w I I in �M I as I a 18 1 cn in in o 11 0 W F- t- o Ho w ( I I w a a i N N H F- W I I w cn in cn cnz p w 1- in + � i c� cncn U s 26 Z 1 _ z a d a� z I ( + cn in in � TONSET STREET I � cn I 26 0 0 0 1 I �- I- w In cn vZ� in 0 149 W v �� 1 J 1\1 1 1 �' in co SEE SHEET 11 36 32 PHILBIN STREET s �� �'-�� J 1\1 1 r 1 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 69.28' 34.70' 07'56'20" _(j5 500.00' 81.05' 40.61' 09-17'13- 35 9'17'13" HATHAWAY AVENUE (STATION 10+00.00 TO STA. 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 I 1196.75 L OF 36'� RGJ-RCP -0.{10% i INSTALL 334.35 LF (1F 36" RAJ -RCP -0.10% j INSTALL 107 LF OF 356 58; ; I I i I I i I I INSTALL ; ! I ! 5------------ 6 j I i j i i i I i ! t j i f ! ►_ f I ` 01-010% RCP NJ I I I I I MJ,Jci O I 54 : I ! w Lc)1 o ui v CA ! z o 1 Z(AZ(p (/) j i i i I ZJrMOMW'J W J 5 00 w 2!•�M '�;Sn ZMM I�Q N =�O p CV O �N j ! -ace z In { j + I i I i pNm O 1714 �+ 50: o I i i 1 I i ! g cv?o °D `�' M �.^-,•ZZD \ I ! i I •-ZZO i i I { i i j CC F= Q N I C i j ? f 1 I ; I i ! ,, .. I j f i (n N Z_Z_. N Q PROXIMATE-EINI_S ' zz_z_ ! i ! HFA ! ! 1 ! �H GRADE 0 CENTERUNE ! i I i g { I APPROXIMATE FINISHED; NNr�y1�i f 'r••" W N j j I S� I I i ytt5 j i y ! GRADE 0 CENTERLINE I ? ) i j I , ------------- ---- - --- ---- ---- --------------- --- ---- 44` DOTE' CONTRACTOR TO ENSURE 42 I ALL SEWER LATERALS CLEAR STORM DRAIN PIPE � � -t--- IN - : T ----yam • I ! j , ; ! � 1 i I � ; I j ' i i ; � f I 4 i I i SEWERI j I 1 ..`"-'1-',•'-� '�y+�--�{- . I• '"'�-'��� j. r .- 3 ' IN I I i j I j I I i INVERT 8"! SEWER - + - - - - T�--= �� • - -- -- - ----------- 8 --- iINVERT! 36" DRAIN INVERT 8"' i ! • -� . j 36 INVERT 36" !DRAIN INVERT 8" SEWER INVERT 3p" DRAIN 1 i I ! 34 I I I ! i r-�_-�_ j i --•�_- _ i ! o "► j I i 1 W (:Dec,e� i 000 I I l i i I �O ! i I ! IMO j I Z I NO j ; I i �O f I ! ! I i { '-Iti W / 1 i i I i 1 w ( ! i I ! ! ! ! Wi O I I I I 'W I i _� 32 z ao ! i I z oo ; Z I i Z ; J 1p t ; I i Z '""1 O` I i 1 ! i j W C3^ ° �% I j ! I i J C.i �� I ! ! ' ' i W �� W ; r- ! # o '. w ! i j ooi� i j ! i j o� I E I ; 'Jo i O i i a0 O i O r i Z 30 C f Z, -r z °I�sr�s-r s { i ! Q �"` I I 1 Q �. . rl i Q o c^ r Z r: LLI I i JAM i ! I � ¢+ ' ' ! j �aoZZ=c�? W I U W f ' I N Z "; i I ! ( ! 28 o- ! o ! i -; I { i 'LLJ a`> > I »> i j j W ! I.W{.1 I ! ��..-1 i ' '�Z i f 1 1 f I , k I Vn in- I ; I i I f i ! w1.A•ZZZ f i ! I ! �n �n-- Q i ! �'� ! ' ! 1 j Z Z ' ! 1 ' I i ZZI ( t cn to cwi> cn i cn N ? i to cn 1 26 INSTALL 100.00 LF OF j I i " WE -0.35% I I I 1 I ! I 4 ` INSTALL 300.12' LF OF SEWER! ®-0.3% I ;INSTALL 237.09 iLF OF 8` SEWER '0 -0.35% ! INSTALL 237.09 LF OF 8" SEWER ®-b.35% j SEE SHEET! 12 I i ! j 16 SEWER 0 -1.00% INSTALL 286.34 LF 8 SEWER 24 f), inn 994.nn 23+nn T 66 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS _s -FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERUNE SECTION LETTER INV INVERT ® FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. IL 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 FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE ® 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 m r1 FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE "A" PER C.Q.B. STD. D-14. UNLESS OTHERWISE NOTED. FL FLOWLINE 10+UU I / tuu 1 o-r�ry I.7T1/V rv. vv -• - -- A REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 4. REVISION 1 tk APPROVED BY - AW MA AN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 RF%ASItiN APPROVED BY: + R.C.E. 33322 EXP. 06/30/14 DAi>~ RION OVED BY: / " M AN SHA C.E. IV DTE R.C.E. 32178 EXP. 12/31/14 I! 348' 346 344 342 340 338 336 334 332 330 328 326 324 360 I 358 r i 356 I 354; ! 352 I 350 t_ I 348 346 i a," i 342 340 i 338 i 336 I 334'', 32 3 330 SECTION A SCALE 1"=50' HORIZ. 4 1"=5' VERT. 011-2s-1jo (/#41-T -) o" L� lJ6 �03�1'► LAN1i� dMiX DIRK R R' � i REVISION ,ft -•7-O 7 APPROVED BY: DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: MA AN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 0) O M M H O) o O d Z I,- I Q J W U 00 � j co to o tL .� N of w Y Q m CD w v, � b N N i t MM , Q • M� > U C o a U 4 O }==0mJ O] NNN vi CC J a 0 W Q U Q O Q = Z 0 W ZO U w ;C- Z " Z 12N w?zm <V) �000 N K p Ii 6 % a ce Z w 0 oaN �LuLd p � N N 0 c 0 0 z J CL z uj c �O 0 c o Z(:5 W�Wo �Z�N O�QQ IJJ W 0) v �. o x=a Lu o 91 CS Co zz=o W V to m Q �� M Z = 0 E- W o 1� a r!- o W !m I LL Q (cD s T 66 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS _s -FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERUNE SECTION LETTER INV INVERT ® FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. IL 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 FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE ® 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 m r1 FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE "A" PER C.Q.B. STD. D-14. UNLESS OTHERWISE NOTED. FL FLOWLINE 10+UU I / tuu 1 o-r�ry I.7T1/V rv. vv -• - -- A REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 4. REVISION 1 tk APPROVED BY - AW MA AN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 RF%ASItiN APPROVED BY: + R.C.E. 33322 EXP. 06/30/14 DAi>~ RION OVED BY: / " M AN SHA C.E. IV DTE R.C.E. 32178 EXP. 12/31/14 I! 348' 346 344 342 340 338 336 334 332 330 328 326 324 360 I 358 r i 356 I 354; ! 352 I 350 t_ I 348 346 i a," i 342 340 i 338 i 336 I 334'', 32 3 330 SECTION A SCALE 1"=50' HORIZ. 4 1"=5' VERT. 011-2s-1jo (/#41-T -) o" L� lJ6 �03�1'► LAN1i� dMiX DIRK R R' � i REVISION ,ft -•7-O 7 APPROVED BY: DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: MA AN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 0) O M M H O) o O d Z I,- I Q J W U 00 � j co to o tL .� N of w Y Q m CD w v, � b N N i t MM , Q • M� > U C o a U 4 O }==0mJ O] NNN vi CC J a 0 W Q U Q O Q = Z 0 W ZO U w ;C- Z " Z 12N w?zm <V) �000 N K p Ii 6 % a ce Z w 0 oaN �LuLd p � N N 0 c 0 0 z J CL z uj c �O 0 c o Z(:5 W�Wo �Z�N O�QQ IJJ W 0) v �. o x=a Lu o 91 CS Co zz=o W V to m Q �� M Z = 0 E- W o 1� a r!- o W !m I LL Q (cD s 10+UU I / tuu 1 o-r�ry I.7T1/V rv. vv -• - -- A REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 4. REVISION 1 tk APPROVED BY - AW MA AN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 RF%ASItiN APPROVED BY: + R.C.E. 33322 EXP. 06/30/14 DAi>~ RION OVED BY: / " M AN SHA C.E. IV DTE R.C.E. 32178 EXP. 12/31/14 I! 348' 346 344 342 340 338 336 334 332 330 328 326 324 360 I 358 r i 356 I 354; ! 352 I 350 t_ I 348 346 i a," i 342 340 i 338 i 336 I 334'', 32 3 330 SECTION A SCALE 1"=50' HORIZ. 4 1"=5' VERT. 011-2s-1jo (/#41-T -) o" L� lJ6 �03�1'► LAN1i� dMiX DIRK R R' � i REVISION ,ft -•7-O 7 APPROVED BY: DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: MA AN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 0) O M M H O) o O d Z I,- I Q J W U 00 � j co to o tL .� N of w Y Q m CD w v, � b N N i t MM , Q • M� > U C o a U 4 O }==0mJ O] NNN vi CC J a 0 W Q U Q O Q = Z 0 W ZO U w ;C- Z " Z 12N w?zm <V) �000 N K p Ii 6 % a ce Z w 0 oaN �LuLd p � N N 0 c 0 0 z J CL z uj c �O 0 c o Z(:5 W�Wo �Z�N O�QQ IJJ W 0) v �. o x=a Lu o 91 CS Co zz=o W V to m Q �� M Z = 0 E- W o 1� a r!- o W !m I LL Q (cD s 4 O }==0mJ O] NNN vi CC J a 0 W Q U Q O Q = Z 0 W ZO U w ;C- Z " Z 12N w?zm <V) �000 N K p Ii 6 % a ce Z w 0 oaN �LuLd p � N N 0 c 0 0 z J CL z uj c �O 0 c o Z(:5 W�Wo �Z�N O�QQ IJJ W 0) v �. o x=a Lu o 91 CS Co zz=o W V to m Q �� M Z = 0 E- W o 1� a r!- o W !m I LL Q (cD s z J CL z uj c �O 0 c o Z(:5 W�Wo �Z�N O�QQ IJJ W 0) v �. o x=a Lu o 91 CS Co zz=o W V to m Q �� M Z = 0 E- W o 1� a r!- o W !m I LL Q (cD s W !m I LL Q (cD s M CALYPSO WAY a J\1 1 1 J SEE SHEET 8 00 Lu I fl I ■ 1 11 1 , U J 20 20' I l - / ! W oo l '� o ~o I o o I 30' 3O' I c¢) c¢� O J r W I O .6 Z O m Z O O Z Q toz FI -1-1 00 1 6 ' o 1 1 -j�t z J¢ °i I r Uo 5 z uc� Cr ► / P m o 1 VI coo, = coo M 1 0 I 9 �� , 1� °^oo Or 8 17 / �0�� l z o I-7 ool z �OR cd m < 0000 z I li' I W T J r+7 LLJ + W o o Q ue r, ( ( O x 0000 z I^ W N o to _O W Z o o .n �n N r N W I N zi++1 0 ++ t 1 v- o NN a o Z `n I +`n ¢ r NNI NN �' I `„ o Ivor f -t- N ! N� v~i r¢- a o_ ¢ ¢ o r`C►¢- = f c) v) v> 22.42' Q ori /mac, v,,�� aQ �� 6 N I cn ¢ ►-� f -f- cn R/W v~i ��/ M 1 cn R/W O„I / ti 0 cn to N cn to _ cn z Vx x�, FL--\ �-S89'02'47"E " 30" DRAIN '� o 0 130.29 I _ -DRAIN ` 23+00 47(34' 24+ N S89'02'47"E 1 S89'02�4-7"E -470.38'- - --_ I _00S89'02'47"E _ 139.76' _ 26+100- 0 hr S8902'47"E"E 1 8" SEWER 235.21' S89 02'47"Eo ' 140,25' 6" SEWER 230.02' / I 'nN M S8902'47"E FL a FL\ 1100 i - - - elf'0018" DRAIN W C)a C3 >-R/W�W I \ 'No II o �W _ 11 S0959'45"E 25.89' 3 5 0 ao _+ aj -j � °`' w z " o ma a 0 2 3 Co Q C) F N I 00 O N N JW �¢ I ��il 02 N o0 0 24 w O IO + m N ' CU �1 W I ,(Y O J 3 O M N D 00 z ��yyv��� 0 N ~¢ = Oo'f N 0 W UN w W U I O _j 11 00 ��mj W I 1-7 o o n o J a c� a 1 z ci > W o 3 I In ! Q c' -n 129 u wool M o�� <cJ_ ao � zcjw z1.1 c± ' _z o0 5 z v �- --_ z owe tiv) ¢ =NNI '� CACn i"> = v w 5 aI ►0- ddl 3a' 3a' l W NN z U� 22 wo N 1 = d+J� Z r-^ � crit 20' I 20' V) ¢ +-1- cn cn N� F¢-• v N o Z F¢ 1 v N 2 5 of N N vwi I 30' 30' 1 I NN cw ++ W N l �Ow -- - -- �+cnzO Qa-- PILGRIM HEIGHTS DRIVE w N N SEE SHEET 11 Z a a J�� I WARS ME c�In DRIVE V) J CAPE COD AVENUE (STA. 23+00.00 TO STA. 26+32.94) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 INSTALL 470.34 LF OF 24" RGJ-RCP i -0.10% INSTALL 130.29 Ir Q 30"; RGJ-RCP 0 0.16. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 32 32 3 i 54 52 50 el$ 46 44 42� 38 36 34 32 28 26 360 o I ! �o --+--- 358 I to I o o Z .3 j i o �ci Z s 'zcn -! 356 co 110 z "'Z�n ,coIr i oa Ld W- I i 12 O U d O" {�) ! = 0 :o -r t� ' ZS U 000 i FURNISH & INSTALL SEWER CLEANOUT I T v ° 352 PER C.O.B. STD. SW -6. IQ o t �� Nozz. 350 -- o o + M 1 oma >» o i � i N Nzzz 348 - ---- I ; + M NZZ" X6'0 N NOzZ ! j LLJ W 0, Q' I ; j FINISHED ' TYPE "A" PER C.O.B. STD. D-14. 344 rGRADE �-- H v) Nzzz ;� - APPROXIMATE FINIS'HE 0 PIPE { I ! W _5, z �s - - i-- ---- - - GRADE @ ;CENTERLINE BEFORE CONSTRUCTION AND: a -. ----NOTIFY ENGINEER -DF---- '►i ' I ! INVERT ANY DISCREPANCIES. 340 -;-- f 18" DRAIN - + -------- - -- ------------ -----------t -----�------ ---i----- i t -- ---- 338 30 DRAIN a i I _S89'30'05'E� 3361 -- ---a �- -- i - -- 336 EX. FL - _ - 334 •� t 1 EXIST. 8" rL SEWER 334 I A z SCALE 1"=50' HORIZ. 5 _ 1"=5' VERT. STA. 9+95.00, C.L. 5.00RT.= I I FL w - EX. FL ( a i t / / I 2 9 O I R/W -------- .� -- i --" I NVERT 3O" DRAIN M CONSTRUCT PIPE - INVERT 8 SEWER INVERT 36: DRAIN ! SADDLE PER C.O.B. STD DETAII -D-9 I ZU 0 INVERT 8 SEWER o N N 2 - ui3z INVERT 30 EO" DRAIN �i Z 3 o zLj " 24 DRAIN 0 J INVERT ( i Z� 00 O r� I E <�� ujV)oo 8 ! i Q ! �`!> cn t > WAREHAM DRIVE LLI cnv)zz i I f uj Uj ZZ VE k, 6" SEWER j NNOC 4 - INVERT muso 8" SEWER o W N U w0 O L -o y W, ! De�i�i� i f O W a- �� i Z -F� (n W U i ; j i i i I O Z Ja Z! i V co= I Q ^ a0 i� ; ! j i i i `-`'•�- _ Oa, Z� ---- V I ¢ +ton I I I ¢ + Q! �NO=ZZO=NOZ Q>» I 4il3 I 4 w r- I INSTALL 230.02 LF OF 6" SEWER 0 1.00% 1 2 TALI '235 21 LE OF o LEGEND: CL INV SO MH CB JB SMH SCO SDMH EXIST ELEV R/W M.N. FL 23+00 8" SEWER 0 0.25% 24+00 ABBREVIATIONS CENTERLINE INVERT STORM DRAIN MANHOLE CATCH BASIN JUNCTION BOX SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE EXISTING ELEVATION RIGHT OF WAY MANHOLE FLOWLINE 25+00 26+00 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 360 --INSTALL 25.89 LF OF ----- 360 187 RGJ-RCP 0 0.50% " INSTALL 280.01 LF OF 36 RGJ-RCP 0 -0.10% 358 � - --Y- --+--- 358 I to I FZ 356 - -o - ', -! 356 co 110 z "'Z�n ,coIr i oa } i 354 T- a ---- -,� n - 354 ' ZS U 000 W NM,j FURNISH & INSTALL SEWER CLEANOUT !-� All- ^ Z ' O352 - Z W 352 PER C.O.B. STD. SW -6. IQ o t �� Nozz. 350 -- m " r +``'uwJ +1- 350 1 oma >» a a NCj W� O 01 i N Nzzz 348 - ---- Iv i v �¢-ow Z - -;Elm ; - -348 X6'0 N WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 3 5' 1 3 GRADE 0 CENTERLINE 346 APPROX, I ; j FINISHED ' TYPE "A" PER C.O.B. STD. D-14. 344 rGRADE �-- - �- ' - 344 0 PIPE { I ! W _5, z 342 r----- ---� - - i-- 342 - - - - BEFORE CONSTRUCTION AND: a -. ----NOTIFY ENGINEER -DF---- '►i ' I ! INVERT ANY DISCREPANCIES. 340 -;-- f 18" DRAIN - + FL ` o -.t-------j--- 338iNVER -- -- ---- 338 30 DRAIN a i I _S89'30'05'E� 3361 -- ---a �- -- i - -- 336 EX. FL - _ - 334 ALL SEWER LATERALS ■ EXIST. 8" rL SEWER 334 SECTION A z SCALE 1"=50' HORIZ. 5 _ 1"=5' VERT. STA. 9+95.00, C.L. 5.00RT.= I NOTE: CONTRACTOR TO ENSURE © ALL SEWER LATERALS CLEAR STORM DRAIN PIPE. PILGRIM t2 _ in 1-- (w N HEIGHTS DRIVE o 0-8 1 5 .V z SEE SHEET 11 Z � �' �� � � � WAREHAM DRIVE z zcn I I 20 20o1<1 ,c, -� SEE SHEET 7 z Uo 0 W vzi 30' 30'_ o - - - - - - 1 20' I 20' 30z q o �Q N M w m w 5' 5' cry w Z_j� -- 30' 30 _��,1 oN - Iox 3 Z aN icio I I 3 5 1 40 z yrs oo Q l c� W 6 I 1 0 0++ o + to Q do 31 ao - ANN C-4ON + 'C-�N N s0 Irv) ? W 10D I�-- ¢ l rn C f¢- z N W = oo Jr. 1�0 + i r+i w 0 1 - - - N R/W NNI SEWER CLEANOUT N0. 6 FL / • �jp� F, - - - R/W - - SEE SHEET 7 FL ' 1 STORM DRAIN M.H. NO. 16 36" DRAIN 3 " DRAIN I STA. 26+34.31 C.L.5.QOLT.= 1 CSEE SHT. 4R2 1 - _ S89' 2447"E 107.0' _ _ - _ - - - �_p 24+00 D S8902'47"E 25+1 N M 36" DRAIN 280.013' 26+00 ' STA. 26+34.31, DRAIN S8902'47"E - -474.14'- - f--- S8902'47"E - 1- -280.01'- - --1-- _ 589'02'47"E 237.09' s +� S S s ' INTERSECTION 8" SEWER S8902'47"E 8" SEWER b ^ 280.01 .n I STA. 26+29.35 C.L., HATHAWAY Al FL STA. 13+64.85 C.L., WAREHAM DR. z� o ci W �W pN� 1 RW o I �< I38 _N Woo oo Q z 10crn < Chi O I N I N I N- Z O J 01 0 0 to S a0i t� O p, M Lc) J+ I N mw2x ¢ �l W 3 N l M l st O CA 0 i N c� N �n Z JJ = w F- l + I + 1 04,60: 1 v> � 1 N = big rI o I LO + O M � , o 0606 0 W' =4 + 33 ; 34 � N 35 ' 36 N W'w I N 1~ ¢ z 'tom c, rco �l z Uv N N `n l a' _ �� l I 5 I jj aI V) Ma '- l I ! QNN , 5. 37 31 } A N N i I d p N I 11 1 0404 co I 2-0 ' 20' Tj ' (n cvN~i , � ni 3 21�� 1 j' 'I (n WAREHAM DRIVE v~) cn 1 SEE SHEET 7 HATHAWAY AVENUE (STA. 23+00.00 TO STA. 26+29.35) SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL .,Q,,�4 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 30" RGJ-RCP 0 -0.10%I " INSTALL 280.01 LF OF 36 RGJ-RCP 0 -0.10% -S-FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: WAREHAM DRIVE FZ I SECTION LETTER ® FURNISH & INSTALL SEWER MANHOLE SEE SHEET 7 ■ J W! TYPE "A" PER C.O.B. STD. SW -4. -j CU 27 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 2 i PER C.O.B. STD. SW -6. o z o I I -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS O`�I I ! S m + 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" It c„ W~ (n MANHOLE TYPE "B" PER C.O.B. STD. D-18. X6'0 N WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 3 5' 1 3 GRADE 0 CENTERLINE UNLESS OTHERWISE SPECIFIED. ----- ---T--- FURNISH & INSTALL CATCH BASIN 2) E ELEVATIONS ARE INVERT ELEVATIONS ---- TYPE "A" PER C.O.B. STD. D-14. i UNLESSOTHERWISE NOTED' 35 �� 3 3 35 35 3 3 3 3 3 3 3 .33 33 33 32 3 32 INSTALL 107.00 LF OF 56 54 2 46 44 4: 38 36 4`_s 26 ' 30" RGJ-RCP 0 -0.10%I " INSTALL 280.01 LF OF 36 RGJ-RCP 0 -0.10% ui EX ---------- WAREHAM DRIVE FZ I {- -T- t--. -t�_ LLJ SEE SHEET 7 ■ J W! e p M O0 -j CU 27 �■ 00 W CJ j cV = p 1 O NDN ilk V) I '� ' - > �' N OP I i o ! z a d %° i ¢ o A o z o I I O■ N O O] N M m ' .�NZZZ_p O`�I I ! S m + Z'¢ N �� (� to j i I 0 i It c„ W~ (n i ;n N z 2K z APPROXIMATE FINISHED i X6'0 N z z N jOM 1 3 5' 1 3 GRADE 0 CENTERLINE O yXj ui aw0 ----- ---T--- 14 jJ a I t-- --1---�,i----- ------i ---- ` ---------j ---- �00 i I Ir ~ t INTERSECTION W _5, z z�_ U) 00 o N N, I�b - - - - BEFORE CONSTRUCTION AND: a -. ----NOTIFY ENGINEER -DF---- '►i - - '~ ANY DISCREPANCIES. ��t oor�i 1 'Ono) MM ' o + ! o> z a- FL j o -.t-------j--- NOTE: NN?? t i --�- I _S89'30'05'E� 140.03-11+00 CONTRACTOR TO ENSURE EX. FL - _ - I ----- - ALL SEWER LATERALS ■ EXIST. 8" rL SEWER SEWER MANHOLE N0. 28 z CLEAR STORM DRAIN _ ■ t STA. 9+95.00, C.L. 5.00RT.= I I FL w - EX. FL STA. 9+95.00, SEWER i t / / I 2 9 O I R/W -------- .� -- i --" I NVERT 3O" DRAIN M CONSTRUCT PIPE - INVERT 8 SEWER INVERT 36: DRAIN ! SADDLE PER C.O.B. STD DETAII -D-9 I ZU 0 INVERT 8 SEWER o N N 2 - ui3z 30 uj �i Z 3 o zLj - 0 J OOQ._ • >j i ! i ( i Z� 00 O r� I <�� ujV)oo 8 i Q ! �`!> cn t > WAREHAM DRIVE LLI cnv)zz i I f uj Uj ZZ INSTALL; 237.09 ILF OF 8" SEWER 0 -6.35% ! � ! INSTALL 280.0 LF OF r SEWER 00.35% NNOC 4 - 23+00 24+00 25+00 26+00 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 ASHINTULLY AVENUE SCALE: t" = 50' HORIZONTAL 1" = 5' VERTICAL 350 348 346 344 342 340 338 336 334 332 330 328 326 J APPROXIMATE DE-40CENTERLINE FINISHED I EXISTING FINISHED ui EX ---------- WAREHAM DRIVE i-- I r5ow �� � � � {- -T- t--. -t�_ SEE SHEET 7 F o W Z v) MLI _ >- -j CU 27 ' I I 20 30 . 20 I 30' 1J000 i z�co 00 o z o I I --- -- j O`�I I ! S m + 1 �+ +± I oo m } + 28 , 3 5' O yXj ui aw0 �•' Q 14 jJ a I t-- ' � ; �00 R/W c^ocl- cnv) Ir n EX. R/W --, INTERSECTION W _5, z z�_ U) 00 o N N, I�b - - - - BEFORE CONSTRUCTION AND: a -. ----NOTIFY ENGINEER -DF---- '►i - - '~ STA. 10+00.00 C.L., ASHINTULLY AVE.= ANY DISCREPANCIES. ��t oor�i 1 'Ono) MM ' o + ! o> z a- FL j o -.t-------j--- Z o z `-Z 0--+----r-- --I mzl NN?? STA. 15+86.17 C.L., WAREHAM DR. I I --�- I _S89'30'05'E� 140.03-11+00 N M EX. FL - _ - I ----- - I S89'30'O5"E - 8" SEkR 135.03'b- • �� ■ EXIST. 8" rL SEWER SEWER MANHOLE N0. 28 z L5 _ ■ ®- 0.3'5% STA. 9+95.00, C.L. 5.00RT.= I I FL w - EX. FL STA. 9+95.00, SEWER / / 2 9 O I R/W EX. R/w I M [-5 -0 ZU 0 N 30 uj I o . > V W ujV)oo i � t WAREHAM DRIVE SEE SHEET 7 ASHINTULLY AVENUE SCALE: t" = 50' HORIZONTAL 1" = 5' VERTICAL 350 348 346 344 342 340 338 336 334 332 330 328 326 10+00 11+00 12+00 350 348 346 344 342 340 338 336 334 332 330 328 326 D#•ZS-ly 616 -o,�'-�✓r V H rT 3 0 o L U p tT 2 O Iii L%` !a -!o (/rA IT I OOL- RAI A REVISION APPROVED BY: 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 J APPROXIMATE DE-40CENTERLINE FINISHED I EXISTING FINISHED ---------- i-- I {- -T- t--. -t�_ I Jcj I I ui M i j O`�I I ! S m + J d � - ---- NVVER�-8" t-- � ; i 1NOERfi LXIST cw o N NOTE: j ! j o 8; SEWER 0 ,ri I W CONTRACTOR TO VERIFY � - LOCATION AND- W _5, z z�_ c�'vo OE EXISTING SEWER- UNE �- I 1 W ¢ n of s BEFORE CONSTRUCTION AND: a -. ----NOTIFY ENGINEER -DF---- '►i Z W °D ; I o o -co --- ¢ ANY DISCREPANCIES. ��t oor�i 1 'Ono) MM ' + ! o> z a- ���mw+n1-I ; O UW I j o -.t-------j--- Z o z `-Z 0--+----r-- --I mzl NN?? I I i mwopoNzz --�- JANSTALI+-13503-'CF-OF SEWER ±E --0:35% -EXIST-8"-SEINER SEE'; TR. N0. ,6491 -SEWER -- --- ----- - ---- - - ---- L-- 1_ ANDL STORM DRAIN PLANS - - 10+00 11+00 12+00 350 348 346 344 342 340 338 336 334 332 330 328 326 D#•ZS-ly 616 -o,�'-�✓r V H rT 3 0 o L U p tT 2 O Iii L%` !a -!o (/rA IT I OOL- RAI A REVISION APPROVED BY: 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 J J J V)V)U) ui M J d 0 3 z L5 _ w W W O M ZU 0 N V) uj > V W ujV)oo NNOC muso o W N U w0 O L -o y W a- Z � Q Noa o o to 0 z to m CMN z CO + co �cyCJ CO) QD CC~ 1�- W WOZ �Zpo> 0 `` cl a = Lu C) 0) u C5 C4,4 j i � + XcccmC/)Z LuLu cr) 1-12 z ZE '.Wp Lu a >QQ U 110 o0Q � M ZV Q M J W Fes., ¢ Q � V = < N w CC to 0 II 360 p.M• '45'6 n a J„ IN J Q II t UNIT 3 I 1 _11+ 0 589'02'_4_7"E HEIGHTS 00 0 3 o I o - I I - - - - S� I Z to Q I I 20' ' 20' WELFLEEDRIVE o ,_ 0 589'02'47"E 0= � ^ 5 _j SEE SHEET 12 0 �. U M f om M _ 2 00 11 N a I w I �)> I JOJIk� I I 30' 1' 1 NZ N MW _ Q_ _ -L -- z� N �i�' Z > Iw U ULd ��Ennw�� M H 5'S 1 d 0n z c5U w w tin N a I FL c JJ dsfiN O On z w aNJL'_: t?°'L)oto O Nz a JwO I°°+_+�� I g Qd, M g ci } m ,� � 0 a0 to tri W p th w �- to ++ I , ,� p U o stn o t- Qw I o d a ao n o 1 ,n HclJthy, ++ W O �� 1IZ-- I U Wa-r- I to ZQ 0 + Q i� OfQQ - QQ L6 Z F-- fa -OW + W N (nzO(D , ( N a O + m U Q a-O O W Z z W to O LI) o i D o I O�d' NI`O NO o .`- - FL-�----�// -�-- + LOU) 0 M Q I Q z IQ- -- - / of \�� 1-{ �c'ood 'no I I o I C) I 18" DRAIN 360 p.M• '45'6 n a J„ IN J r BOUNTY LANE S68'3638"E 48.94' 9+00 1 I 1 _11+ 0 589'02'_4_7"E HEIGHTS 00 0 SEE SHEET 8 I I I I - I I - - - - S� I Z to Q I I 20' ' 20' 0 I F= 0 I ,_ 0 589'02'47"E 0= J cv o I 30' I 30' M M f I i 2"4 DRAIN 30' 30' 60 '1 61 I tr) 62 63 M z (,i (,i Q NN 5'S 1 0 40; 41 0 0 FL c 18" DRAIN S89'22'56"W 1542' .B C) + 00 C) LO + LOO C)0 + I - to C) _40 31: w r I I I I K) O QQ 012w N at0� N II R/W I , ( N a O I F- cn v~i o i D o I O�d' NI`O NO o .`- - FL-�----�// -�-- + N I d w N I \� 18" DRAIN 360 p.M• '45'6 n a J„ IN J r i0 N S68'3638"E 48.94' 9+00 1 I 1 _11+ 0 589'02'_4_7"E HEIGHTS 24" DRAIN �t3+0 _ SEWER MANHOLE HOLE NO. 10 I X8902'47"E 89'02'„47"E - - - + = - S - - - - S� SEE SHEET 12 24 DRAIN .t cq p �W NM> Nz 100.0 1 11 o I 589'02'47"E 8" SEWER S89'02'47"E 35.93' p u J I I I 0 f Q I i 2"4 DRAIN 30' 30' I I Q � cz_n °°w -I thNi 00 01 t` rL n n NOIl37'04 47 3' W J M 40; 41 r7 p") FL LANE 18" DRAIN S89'22'56"W 1542' .B C) Lu 00 _ _ II '- _ _ _ '- R - to C) I+ �� 10 C I o C) 6 ' I 56 I x II to H 11 uiw N d , ( N a O d ' N 1 ! I ' �cwlQ 3 an I O�d' NI`O NO o ZJW (n tb + N I d w N 133 �) pj M O O .0-0 3 N wl w U _j+ ot^nti z ' O rn 1-{ �c'ood 'no I I o I C) I dt)> ztnzztnzOO � o� o -ix -J J�-��Z-jW > Z"� � c� 59 I 58 157 tri .- n - - - '- `^ N t C,1-1 Z�� I O M O '") , 00n z w =tin_= cin -F- cn M I�Z J d O Q w (o ++ M ; M 38 139 st � p w 3 Z� C5 J > 2O > 20 w t7t) O n n T C> cn � � 0_ to z a00 a0o z r- r, z LO O Q J o Q 06061 W � to I to I ( cn w 5 5 w J z W w = ci -0 a WF -F- z a r Q Q. m N U- W 00 N Of 0 0 rr *.r � Coto W J U V) rn NO_ ^N I n d zciw a^ 30 30 =+ (5 +o++o++U++ cN(n N �� I aN JL- W)z-7 I m* Q W U= a� z (+ ao<uiooaooaoowoo Ld 00 + a0 + to + it 00o 0 zac3 ,� o f � + O I Mo 0 I v r p w z F- F -H 1-F- w F -1- N Inw tQ-FQ-� I o0 z u� to to a 1 I I a I V) z o o WELLFLEET + v +w DRIVE ej to z o to to to to to to to to to cn T Q I I N d o O a' a °' J a < SEE SHEET 12 N 46 ' 45 N N 44 ' 43 + m Q Q W �V)ZD + o ' 11 (n N +(OLnLn J \ �J _ J r i I N 332 330 32 32 324 C3 ( o M I t+0) cs Iq 30131 0 cn t0 < 1 <cn i 388.20'- 14+00 S89'02'47"E 5+ _ _ � i s+00 '`) 30" DRAIN 296.24' o 0 18 RAIN 433.99'- +- - - - _ _ --n 18+00 " N " 1 45.15' _-S89'02'47"E -296.24' I- _ _ _ 589'02'47 E 19 i o0 20+00 21+00 _ 22+00 _ _ _ _ _ � _ _ L 1 621.83' 23+00_ Sg9'31'12"E.. 270.43 S S89'02'47"E 6" SEWER S ,�- o 0 238.1$ t 7+00 3 589'02'47"E S 6" SEWER - 193.42' S S �S - s a (., S89 -02'47"E- o 8" SEWER 400 00' F_ 360 p.M• '45'6 n a J„ IN J r i0 N I o 1 o Q F- PILGRIM HEIGHTS N,4r I I ( dr 02i DRIVE t6 z ' Ld J .t cq p �W NM> Nz 3 11 o I i M L5' + 5;z p u J I 20' 20' I 0 f Q I i �a') _j J 1 z 3>w Cicr ol N a 30' 30' I I Q � cz_n °°w -I thNi 00 01 t` rL n n 00 W J M 40; 41 r7 p") Q 0 m O1.�0 ip ` 42' LANE 5' C) Lu 00 zN Lao: o QQN �N�� w- _ to C) I+ �� I C I II f oY I I I I N I ' 1 ! I ' �cwlQ I an I a i I I I ~ I 133 Cl I z i I c I o I C) I CD I o M'1 th '1 32 133 (n Z�� I O M O '") , 00n 34 ; 35 �"� ; rn 36 37 M ; M 38 139 M 0 (n dCa o m W 00 I M 0 0 M a WF -F- M W J U V) rn NO_ ^N I I tfi O I ( I �j N �� t0 +0LLJ t Q W U= a� z (+ ;Z 00 + a0 + to + it I + O I Mo 1 I N Inw tQ-FQ-� I o0 z u� to to a 1 I I a I r I a R I I <t I T Q I I N d o I 47 N 46 ' 45 N N 44 ' 43 + m I + o ' (n FL ++ I i 388.20'- 14+00 S89'02'47"E 5+ _ _ � i s+00 '`) 30" DRAIN 296.24' o 0 18 RAIN 433.99'- +- - - - _ _ --n 18+00 " N " 1 45.15' _-S89'02'47"E -296.24' I- _ _ _ 589'02'47 E 19 i o0 20+00 21+00 _ 22+00 _ _ _ _ _ � _ _ L 1 621.83' 23+00_ Sg9'31'12"E.. 270.43 S S89'02'47"E 6" SEWER S ,�- o 0 238.1$ t 7+00 3 589'02'47"E S 6" SEWER - 193.42' S S �S - s a (., S89 -02'47"E- o 8" SEWER 400 00' F_ 360 p.M• '45'6 T _ rt J„ IN J r i0 N I o 1 o Q F- PILGRIM HEIGHTS N,4r I I ( dr 02i DRIVE t6 z ' Ld J .t cq p �W NM> Nz SEE SHEET 11 o I i M L5' + 5;z p u J I 20' 20' I 0 f Q I i �a') _j J 1 z 3>w Cicr ol N a 30' 30' I I Q I 0 cz_n °°w -I thNi 00 01 t` rL n n 00 1 m M 40; 41 r7 p") Q 0 m O1.�0 ip ` 42' LANE 5' C) Lu 00 � Lao: o QQN �N�� w- Z Z to C) I+ �� I C w I II + NI \ N N t� tnzn w tntn N O ' 1 ! I ' �cwlQ I I N +.+y- c I i --ii I ~ I <e 133 1 IM 3 Q U 18" RG of M + QQ 356 1 4" RGJ-1tCP ®- I I �,; i 1 cooto0 F- -V))V)) 388.20'- 14+00 S89'02'47"E 5+ _ _ � i s+00 '`) 30" DRAIN 296.24' o 0 18 RAIN 433.99'- +- - - - _ _ --n 18+00 " N " 1 45.15' _-S89'02'47"E -296.24' I- _ _ _ 589'02'47 E 19 i o0 20+00 21+00 _ 22+00 _ _ _ _ _ � _ _ L 1 621.83' 23+00_ Sg9'31'12"E.. 270.43 S S89'02'47"E 6" SEWER S ,�- o 0 238.1$ t 7+00 3 589'02'47"E S 6" SEWER - 193.42' S S �S - s a (., S89 -02'47"E- o 8" SEWER 400 00' F_ 360 p.M• '45'6 T _ rt to M c, i0 N I o 1 o Q o I a N 1 N,4r I I ( dr 02i cj ( t6 z ' Ld J .t cq p �W t04 o I to o I i M L5' + 5;z z I0 ' 56I 55 �m of CNN Q I I Q I= V JUNCTION BOX JJ Q ( i 00 1 m ' I i z O cno mo 1 ' I LANE w M O Ld to Lu 00 + d i d 1 p N z �� "t tNll 296.214 II 52151"- \ Z � wo� p6t6Q M) to FURNISH & INSTALL CATCH BASIN 0V) F- PROVINCETOWN AVENUE SCALE: 1" 50' HORIZONTAL 1 = 5 VERTICAL 21 f_ T_TORM DRAIN M.H. N0. 20 STA. 23+56.88, C.L. 22.54LT.= STA. 23+56.88, DRAIN q INTERSECTION 20 STA. 23+52.06 C.L., PROVINCETOWN AVE.= STA. 12+80.01 C.L., I PILGRIM HEIGHTS DR. 360 p.M• '45'6 T _ rt to M .99% i0 N -- Of ' -- -- o I a -- -- - 1 -- O O to, MI `- O uj 0: I O t6 z ' ® .t cq p �W x o I I z a I o L5' I _j 060 � 50 ' 4900 c) of C14 f of CNN I m 1 20' I to u) I ��� JUNCTION BOX ( l. Z ( r+ �' I �, J N rJ N MIKASA LANE (n OMo d `nw Lu 00 I 1 d i d 1 i N z �� "t 54I 53 296.214 II 52151"- \ Z � wo� p6t6Q M) to FURNISH & INSTALL CATCH BASIN 19 F- F-- 1 ! I ' �cwlQ I +:r x +.+y- I I N I J I teQn�� II ujI 3 Q U 18" RG of M + QQ 356 1 4" RGJ-1tCP ®- I I �,; i 1 cooto0 F- -V))V)) 88.20 OF 24 RGJ-RC of 2% .1 m (n dCa o V) V) DRAIN I M m �Go 0�,_.t I Cc WF -F- Mcli W J I M No. I O (n NN N PROVINCETOWN AVENUE SCALE: 1" 50' HORIZONTAL 1 = 5 VERTICAL 21 f_ T_TORM DRAIN M.H. N0. 20 STA. 23+56.88, C.L. 22.54LT.= STA. 23+56.88, DRAIN q INTERSECTION 20 STA. 23+52.06 C.L., PROVINCETOWN AVE.= STA. 12+80.01 C.L., I PILGRIM HEIGHTS DR. 360 p.M• '45'6 T _ rt 1 LEGEND: � .99% i0 N x Of ' J N o I a -.-s-FURNISH o 1 I N N O O to, MI `- O uj 0: I O t6 z ' ® .t cq p �W QI �o SD I z rn I I L5' I _j 060 � 50 ' 4900 r+i ri FURNISH & INSTALL SEWER CLEANOUT _ w to N N N t6 20' 1 20' Q to u) I JB JUNCTION BOX ++ N l. Z r+ �' 30' 30' FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS tNS1A� 148..s4T.LE_ rJ �I MIKASA LANE (n V) U STORM DRAIN MANHOLE SEE SHEET 12 I o NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" PROVINCETOWN AVENUE SCALE: 1" 50' HORIZONTAL 1 = 5 VERTICAL 21 f_ T_TORM DRAIN M.H. N0. 20 STA. 23+56.88, C.L. 22.54LT.= STA. 23+56.88, DRAIN q INTERSECTION 20 STA. 23+52.06 C.L., PROVINCETOWN AVE.= STA. 12+80.01 C.L., I PILGRIM HEIGHTS DR. 8 6 360 p.M• '45'6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 1 LEGEND: � .99% i0 N roi SECTION DESIGNATION: E J N ABBREVIATIONS -.-s-FURNISH & INSTALL SEWER PER CITY STANDARDS 1 CL I o 344 SECTION LETTER INV INVERT ® FURNISH & INSTALL SEWER MANHOLE FL SD STORM DRAIN 0_ FL TYPE "A" PER C.O.B. STD. SW -4. - - - - 2 MH CB MANHOLE CATCH BASIN ® FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN e 0 � z m C> T--) PER C.O.B. STD. SW -6. WW JB JUNCTION BOX tO z to Q l. Z SMH SEWER MANHOLE _ _ _-p FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS tNS1A� 148..s4T.LE_ rJ �I • >> wo+o�rn SDMH STORM DRAIN MANHOLE 0 I o NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" II 1 o R/WI a I o ELEV INSTALL 296.214 LF OF 30" RGJ \ 0.10% 1 FURNISH & INSTALL CATCH BASIN 19 M.H. MANHOLE 1 ! I ' �cwlQ I I FL I I I o 1 J o II ujI 3 Q U 18" RG of u I -I IT Z o IJ LY 356 a; 4" RGJ-1tCP ®- I ai �,; ( of i of 88.20 OF 24 RGJ-RC of 2% .1 m DRAIN I M m �Go 0�,_.t I Cc I Mcli W I O I M No. I O Q m N �� J J Off# `_ O1__ - N ' ;Z I ' odi I v I d I cNo I Mo z 'n rn z '' I y0 I 48 ° o �� 47 N 46 ' 45 N N 44 ' 43 + m N ' 14 + o ' (n I n ++ I i I N I n Z:D I I => Q '*' I 5' ' 18 I - p rn cn I I f n f ; I 1 `n M M( 5' I � QQ I 1 1 I i T 3 N N I I 1 wZ I �o �� PILGRIM N 354 00o^ "' N HEIGHTS DRIVE Z SEE SHEET 11 Q JJ�JJ O N r J _ 8 6 360 p.M• '45'6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 1 LEGEND: � .99% 356 354 SECTION DESIGNATION: E J N ABBREVIATIONS -.-s-FURNISH & INSTALL SEWER PER CITY STANDARDS 348 CL CENTERLINE 346 344 SECTION LETTER INV INVERT ® FURNISH & INSTALL SEWER MANHOLE 338 SD STORM DRAIN 0_ FL TYPE "A" PER C.O.B. STD. SW -4. - - - - 2 MH CB MANHOLE CATCH BASIN ® FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN e 0 � z m C> o Q PER C.O.B. STD. SW -6. WW JB JUNCTION BOX tO z to Q l. Z SMH SEWER MANHOLE _ _ _-p FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS tNS1A� 148..s4T.LE_ rJ SEWER CLEANOUT • >> wo+o�rn SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" EXIST EXISTING cn z-- MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ELEV INSTALL 296.214 LF OF 30" RGJ RCP ® 0.10% 1 FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE 1 ! I ' �cwlQ TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. FL FLOWLINE I 1 1 DRAI DRAIN " ujI TJJo Q U 18" RG RCP ®-3.63% u I -I IT Z o IJ LY 356 8" RGJ- RCP f!�-L1.06% t 4" RGJ-1tCP ®- I .22% Q i STALL 88.20 OF 24 RGJ-RC 0 -0. 2% I 1 PA DRAIN Cc W No. W J J Off# `_ O N N O ff (n w Z:D - p Z >W 4 J wZ �o N 354 00o^ "' N Z Q O N N w N ' M N� O -4 11 J,- z U> w ZJ3 =UaoM; 1 a a 352 ^ CD cpv II '�`) 'o3tn o a z w , ■ ' Q ao UNt7 to �, 3zia Jo$o'' J> � �a a zd tJ N ■ r- 0 ■0 00� ,,� Q Owl a zOq m�0 IZ wo UmN = �a f�� M 0 0 N tip ■ go! 1� m p W Y� 350 NQ W ,�j1�.` m ■+ N�4 r°'i� Q M }'U ■ + 17 U NJ NOt F- QgaA O O NZZ �m � n .dM +� rn� o p o zz M � zzp }1 ♦-. mezzo APPROXIMATE FINISHED ■N � Qo� z �> �FQ--» -- 348 opo _ d-- '■a o a» k» z■� o■± �» zz Q inz S' _ __ is U d� O > o APPROXIMATE NISHED to --- 9� ---- ----- ---- --- ----- ---- - - ---------- ----- ---- ---- ----- ■ (n ■ ---- --- � t�ttnz _ tn� to__■� GRAD GRADE 0 CEN RLINE - - ---- ---- ----- y 3'�D�O ---- ----- ---- ---- ----- --- - ----- - - --- _� 34E S o N -___- ---- ---- --- 1 ---- ---- ---- ---- 344 _ _ __ ---- -- ■ 1 ■ 1 ' 1 34" i ' ■ ■ ' 1 1 11 _ 34( I VERT 18* DRAIN rnrvERr 1$ " DRAIN--/ INVERT -- -- -- -- -- "" -- 3 3E -- -DR-KIN- 1 VERT 2 "DRAIN IN RT 30" RAIN o • - � I VERT 6- N RT 8 - 33E 33A IN WER I 6! o f VERT 8 SEWER I �! N stn o 0 o z to w '� tra w z 33. --tri t zIL to3¢ 0i3a z�'3to� z Jr Z w J i o + 1-M �0 z _� QO W.- m CO (i �? O zp 0.-pz a- J (pa 1p,o CC)(h+F- cp0 -j--jr, cia to MSM t� 1nM~ AZO O a>> Z Z Q O_! a 00 01" C9� O ,ZO K>> J _ry. Z ��ZZp W-- 3�c a s C .•. 33t 321 OIC Qm fjfDQom? JOIE 1 J Uo IN TALL 19 .42 LF ()F 6" SE R 00% to _ INSTALL 0.00 L OF 8" EWER -0.35% zzz 3, wF-, INS ALL 10000 LF 0v ? 1 NSTAIL 38.18 OF 6" EWER 1.02% ( �'rn 6" SEWER -1.00 INSTALL 270.43 OF 8" SEWER -0.35 t i ..., ...� , a�nn 1 7 -nn 18+00 19+00 20+00 21+00 22+00 23+00 4+0 10+00 A REVISION APPROVED B 1 I+VU IYtVV 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 41 ItolkAl! 1 •rT vv 360 358 356 354 352 350 348 346 344 342 340 338 336 360 p.M• '45'6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 1 LEGEND: � .99% 356 354 SECTION DESIGNATION: E J N ABBREVIATIONS -.-s-FURNISH & INSTALL SEWER PER CITY STANDARDS 348 CL CENTERLINE 346 344 SECTION LETTER INV INVERT ® FURNISH & INSTALL SEWER MANHOLE 338 SD STORM DRAIN 0_ FL TYPE "A" PER C.O.B. STD. SW -4. - - - - 2 MH CB MANHOLE CATCH BASIN ® FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN e 0 � z m C> o Q PER C.O.B. STD. SW -6. WW JB JUNCTION BOX tO z to Q l. Z SMH SEWER MANHOLE _ _ _-p FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ,o SCO SEWER CLEANOUT • >> wo+o�rn SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" EXIST EXISTING cn z-- MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ELEV ELEVATION W W UNLESS OTHERWISE SPECIFIED. R/W RIGHT OF WAY .Bt■ FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE 1 ! I ' �cwlQ TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. FL FLOWLINE I 1 1 360 358 356 354 352 350 348 346 344 342 340 338 336 SEC11 N A SCALE l"=50' HORIZ. 6 1"=5' VERT. 360 360 IN 11 1 " RGJ- CP ®- .99% 356 354 354 J N 352 350 350 348 348 O N 346 344 344 t0 stn d- O N it O J Wz 338 w > 11 !J a 336 0_ FL C14- Z�N i to °l�'t`jtw z Z II 3 00 e 0 � z m C> o Q d ZII•w N U WW .t10 - O tO z to Q l. Z rn Q m _j a W a N Oto 0 ,o Q U aix}t • >> wo+o�rn ED inZ to ia to w � o 1- 0 C3 cn z-- ,"',, tnzz No. 3 2 - W W VOK L4 (n2pn to I 1=2 _ (!� W U- CIVIC• P���P 'OF 1 ! I ' �cwlQ 11.2 " J I 1 1 DRAI SEC11 N A SCALE l"=50' HORIZ. 6 1"=5' VERT. 360 360 IN 11 358 358 356 356 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 INSTALL 25.51 L OF IN 15.42 LF OF " RGJ- CP ®- .12% 18 J -RCP . 0.19% 352 352 350 350 M yr 348 346 346 344 344. 342 342 340 340 o �rt1l/► C> to C3 w .•3 W r II O Z -2 Z II 3 2 e 0 � z 1 W J= J Ua d ZII•w N U WW .t10 - a d tO z to Q l. Z rn Q m _j a W a N Oto *ODCDn m 0 Q O N •0 DO NM wo+o�rn t /0 U O o a'" to w � o 1- 0 C3 cn z-- ,"',, tnzz No. 3 2 - W W VOK L4 (n2pn to to _ (!� W U- CIVIC• P���P 'OF I 11.2 CAI_ J I 1 1 DRAIN " ujI Q U � u I -I IT Z o IJ LY W Q O 1 1 1 1 1 1 z I 1 PA DRAIN SECTION B SCALE 1"=50' HORIZ. 6 1"=5' VERT. 360 360 358 358 356 356 354 354 352 352 350 350 348 348 346 346 344 344. 342 342 340 340 338 338 336 336 SECTION SCALE 1"=50' HORIZ. 6 1"=5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 0 M F- ty) Q .d O co O z u- I'I rJ co c , W to v N w W Y MQ W W 0 r- INSTALL 4T.73 LF OF 24" R J -RCP 0 0.34% J Is m i I C4_ c o - I_ .+ F, C3 w .•3 ZZ � -2 y I 2 _j4, a' O < > Z wQ W Z zzp i �zlp t /0 o (1 ti'T� z cn z-- to tnzz No. 3 2 W z ~' W V xp. 0 1 t` ca Z CIVIC• P���P 'OF I 11.2 CAI_ J I 1 1 DRAIN " a SECTION SCALE 1"=50' HORIZ. 6 1"=5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 0 M F- ty) Q .d O co O z u- I'I rJ co c , W to v N w W Y MQ W W 0 r- � r • � P. ��rej a` � �� J Is m i I C4_ c o - N C3 0 Oti-Z�S- l y Z rr 3 o�►c l� a' O < > Z wQ W Z W g t /0 o (1 ti'T� z x ~ No. 3 2 W z ~' W V xp. 0 1 t` ca Z CIVIC• P���P 'OF Z 11.2 CAI_ J = it w I Go a Q U � u I -I IT Z o IJ LY W [Y O z PA Cc W No. W N O (n w Z:D 0 i >W wZ �o Z Q N w N N z Q 0 r- 0 wo 0 0 t3T IVII• �P fj irW,r, iJ co r U rA IT ( putt 1 �o ,? Rev � r • � P. ��rej a` � �� J Is i I C4_ c o - C3 0 Oti-Z�S- l y Z rr 3 o�►c l� a' O < > wQ W Z t /0 o (1 ti'T� x ~ No. 3 2 W z ~' W V xp. 0 1 t` Z CIVIC• P���P 'OF Z 11.2 CAI_ = it w I Go a U � u I -I IT Z o IJ LY O z PA Cc No. t3T IVII• �P fj irW,r, iJ co r U rA IT ( putt 1 �o ,? Rev i I C4_ ! o - C3 U y a' t3T IVII• �P fj irW,r, iJ co r U rA IT ( putt 1 �o ,? Rev 15' DRAINAGE EASEMENT BY SEPARATE INSTRUMENT SUMP BOTTOM OF SUMP: 334.55 SEE GRADING PLAN 42" DRAIN - N00'57'13"E 37.88' oO z pom Kid J� JQ cio _a OC �d"� a�a N IR 2" r< cc !o t< + + ,l + 4 F- 0)0) 00)a dd oda r- i-- z F- r O (n In W (n V. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 HATHAWAY AVFNIIF J N 1 r CAP f sl C�� s A �N I I NEEt g U£ W _. I j 3 20' 3v) I 30' .w 8 SEWER MANHOLE NO. 8 I SEE SHEET 5 1 4" LATERAL SEE SHEET 5 7 2s- 2�9 U Z J > V J r- vi W O+ U Q) Z Q Imo- 0 .+ F-- .+ + O a to O F- -� ! JJ 00 4 N N F-- Q Q Q 6 6 (0 to++ U M cr Oi UO Z W U�pr�O -' -: - I .-- ' + U U I 00 Z J> r M WpJ z Q !n (n Cl O �� M N U) NL�w D++ N �� 4 � � !- o ++ to rn 0 to u Fa-- �M U) Fa- N 3".88 Q I "' OF a�Z N- I Z d � I F I-_ U I \ US ^ a-i� d 1 o d d 1 ,�;: .SY /14 Rn 1 I v 4 of ® FURNISH &INSTALL SEWER MANHOLE "A" , 11� yf �� 5' F , o .- o U) r,o N W I in ®W N U) En I �� i I uj 14 ' �� 13 ' 12 37 38 ��i M� i 39 40 I 41 20' 20' I ++ I I I 2 3 1 `� 5 U 00 RGJ-RCP @ 0.1 I SHEET WHERE SECTION IS SHOWN I I V) (n (n .-N I H oCD 30' 30' W ^0 1 1 I 14 lu) ZMo 16 15 (-.:)I V)N I ASHINTULLY I I I a '�•" SCO SEWER CLEANOUT D VSHE UE c--#'N� J r �o O �► EXIST SEE ET 5 J J�J J r J /1r ! WAREHAM DRIVE ELEVATION MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. D��ZS�I pb -65 . X . s ' 1 SCALE: 1" = 50' HORIZONTAL W I { RIGHT OF WAY MANHOLE �' FURNISH &INSTALL CATCH BASIN " " 1" = 5' VERTICAL s T CIVIL- '1j pNl gr�OFCAJ f XPi aruu I u-ruu I I tUU 11+uu 13+00 14+00 15+00 16+00 imfill 18+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 19+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 INST ILL 25. .L�OF 18" RGJ-RCP 0 -0.51 -� ! JJ 00 4 z ow ! M O� II rfl o cn M cr Oi UO Z W U�pr�O R- pNjp N ONi d �M-.tco W .+ (V mi ±_ NL�w NMS ±ZZo T•0 M' 4.6 4 <1±QW `-o V Q S INSTALL_ 3".88 LF OF a�Z N- t-OwIii-zzz tnzo cni v>--- INSTALL IL7.13 LF OF ABBREVIATIONS I FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: ,�;: .SY /14 Rn Ll N N I CENTERLINE INVERT ® FURNISH &INSTALL SEWER MANHOLE "A" SECTION LETTER A 11� yf �� ,,,INVERT RAII I W STORM DRAIN TYPE PER C.O.B. STD. SW -4. �� ;� � T uj U MH MANHOLE 42" RGJ-RC 0.20 6 -RCP @ 001% I (n INSTALL 242.88 F OF 36 RGJ-RCP @ 0.1 FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN _ OFtS y E. p. 0 6 aF 6 � �.' D� 2 W H oCD Q JUNCTION BOX PER C.O.B. STD. SW -6. 3 0 SEWER MANHOLE � . , � , C 10- �P a '�•" SCO SEWER CLEANOUT D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS t V li �? .. , ,�� �� �� T�rOFMYp4e �o O p EXIST EXISTING U NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" /1r ! ELEV ELEVATION MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. D��ZS�I pb -65 . X . s ' 1 W I { RIGHT OF WAY MANHOLE �' FURNISH &INSTALL CATCH BASIN " " UNLESS OTHERWISE SPECIFIED. 2) ARE INVERT ELEVATIONS s T CIVIL- '1j pNl gr�OFCAJ f XPi I N j FL FLOWLINE cc TYPE A PER C.O.B. STD. D-14. r-trr— vr4I'T � j 1'r 'L ONL� L01 W M 1% �� �� >I-Vm O Wj(A � VNO L U? c"I0 sF O IL co UO� z N :�Y.;. ,., 0 � W J W J. Z jUw pM d•�O O + .� - a'4 o C -4c aotfl Z <n wQ J a� 30 -(&")L oi,��co p-�'NT coMocoi z i F- M N^POP N'3 m C +F -M 4 +F• -rte") F Z ,Q- rY �o L.L: W W O z:)LLJ H +0 0 + 0 + U + <r- M-01- 0- ~�o� < ���a Vzz SNzz » PPROXIMATE FINISHED vi? -w cn o z Cl zz RADE ®CENTER NE �t �. o w cn 0� APPROXIMATE FIN SHED --- ---- ---- - GRADE CENTERLINE I - -- - - ----- I -- IyER - --- -- - INVERT -RT 8 8" --"-- SEWER _ - __ ----- - ----t----_ -_-- ^ �� INVERT �� 6" SEWER ----- ----- INVERT 6" SES i - - BOTTOM OF SL MP � IN RT 36 DRAIN OTE: � ►= � J J J EL V. 334.5 -- UgVER . 2 DRAT �o -� o ONTRACtOR TO ENSURE _ o NLoN o no O ALL SE FR LATERAM-9-CiUR ;o coo !c°D•i��w O cis -'L0 5 z oZ�= i�o� TORM DRAIN PIPE. o am_ Z -'=o Jz-�zool W Z zUco_ 0 O 0 WU cba0 M ZU ,L-1 i -U M �J w0c0 i-0 Imo, =� Z•- O r W _jO c0 N 000 N z W o M o. ZO) o� 00 moi 2� . a z000i <o6n .o ft1 ZN , WnM ) Ih Q {yam to Ism J OM U+�- f < + h- !n Al g +F- ��- A� F` _j O va+,� I zof ,n-�� ' � 0 d (iJ�Z �`'do 3d>; 13d» 3d> WHZ p11 o wf"" » ?iii WF"Z INSTALL 172.3 LF OF " SEWER ® -1.00% V)V) INSTALL 1 1.02 LF OF 6" S WER ® .50% NNZZ INSTALL175.0 LF OF " SEWER® 1.00% �V) 6" SEWER -2.04% IN ALL 27 .01 LF F 8" SEWER @ - .35% aruu I u-ruu I I tUU 11+uu 13+00 14+00 15+00 16+00 imfill 18+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 19+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 INST ILL 25. .L�OF 18" RGJ-RCP 0 -0.51 -� ! JJ 00 4 z ow ! M O� II rfl o cn M cr Oi UO Z W U�pr�O R- pNjp N ONi d �M-.tco W .+ (V mi ±_ NL�w NMS ±ZZo T•0 M' 4.6 4 <1±QW `-o V Q S al .�� a�Z N- t-OwIii-zzz tnzo cni v>--- 3 ABBREVIATIONS I FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: ,�;: .SY /14 Rn Ll N N I CENTERLINE INVERT ® FURNISH &INSTALL SEWER MANHOLE "A" SECTION LETTER A 11� yf �� ,,,INVERT RAII I W STORM DRAIN TYPE PER C.O.B. STD. SW -4. �� ;� � T uj U MH MANHOLE _ _ _ _ _ 2 � {: �ri1 0 32° 0. 3 3 P ao (n 0 CB CATCH BASIN a 00 FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN _ OFtS y E. p. 0 6 aF 6 � �.' D� 2 W H oCD Q JUNCTION BOX PER C.O.B. STD. SW -6. 3 0 SEWER MANHOLE 3fi0 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 SECTION A SCALE 1"=50' HORIZ. 7 1"=5' VERT. r Z z m cr + I W z T•0 M' 4.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION V Q S 0 3 ABBREVIATIONS g FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: ,�;: .SY /14 Rn N N CL INV CENTERLINE INVERT ® FURNISH &INSTALL SEWER MANHOLE "A" SECTION LETTER A 11� yf �� Z 2 W STORM DRAIN TYPE PER C.O.B. STD. SW -4. �� ;� � T U MH MANHOLE _ _ _ _ _ 2 � {: �ri1 0 32° 0. 3 3 P _j Q c CB CATCH BASIN © FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN _ OFtS y E. p. 0 6 aF 6 � �.' D� H oCD Q JUNCTION BOX PER C.O.B. STD. SW -6. 0 SEWER MANHOLE � . , � , C 10- �P a '�•" Z z cr + I W T•0 M' 4.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION V Q S LEGEND: 3 ABBREVIATIONS g FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: ,�;: .SY /14 Rn N N CL INV CENTERLINE INVERT ® FURNISH &INSTALL SEWER MANHOLE "A" SECTION LETTER A 11� yf �� Z 2 SD STORM DRAIN TYPE PER C.O.B. STD. SW -4. �� ;� � T U MH MANHOLE _ _ _ _ _ 2 � {: �ri1 0 32° 0. 3 3 P _j Q c CB CATCH BASIN © FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN _ OFtS y E. p. 0 6 aF 6 � �.' D� H oCD JB JUNCTION BOX PER C.O.B. STD. SW -6. SMH SEWER MANHOLE � . , � , C 10- �P a '�•" SCO SEWER CLEANOUT D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS t V li �? .. , ,�� �� �� T�rOFMYp4e SDMH STORM DRAIN MANHOLE FURNISH &INSTALL STORM DRAIN Wy ® EXIST EXISTING NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" /1r ! ELEV ELEVATION MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. D��ZS�I pb -65 . X . s ' 1 W I R W / M.H. RIGHT OF WAY MANHOLE �' FURNISH &INSTALL CATCH BASIN " " UNLESS OTHERWISE SPECIFIED. 2) ARE INVERT ELEVATIONS s T CIVIL- '1j pNl gr�OFCAJ f XPi I N j FL FLOWLINE TYPE A PER C.O.B. STD. D-14. UNLESIS OTHERWISENNOTED vr4I'T � j 1'r 'L ONL� W 1% � VNO L IL :�Y.;. ,., 0 4� E rr- 3 Y TAFT HIGHWAY _ SEE SEPARATE STREET J 1\1 J J /I ~¢ HATCHVILLE AVENUE J 1 \1 I r IMPROVEMENT PLANS f to J J\� I I U)= SEE SHEET 10 HATHAWAY AVENUE La I I i I wo I o z o J I J 1 �- N I C"' -- -` -` SEE SHEET 4 CAPE COD AVENUE om �m I I o I I co J I F-: I N= i o w I I I t rn SEE SHEET 3 osw�' �k3w' M M o0 o I a J z I R I I I3 i { `� J I 30' 30' aN cicn I j ' 24 j ao 25 26 I o0i z v� uz-i o co t I - 00 } I I w� o I i N 2 7 12 8 N 0 CO r. ¢ .- o 20' 20 1 0 0 0 I I a rN t 0° 1 o I F. o I to I ¢. o I ,� I l a 2 qI o 0 0 + I ``� 0 ao 1 cw U M r� W I I 4 N -4 �� I Fn J 1 0�4/11 I rLZ MM a n O+ O O W DOM 1 V W Lu UM _ I O m I N NM 1 45 44 143 z 19 0 rn 1 0 r- +_+ '� � 8 SEWER PER TRACT t � � � � �c,2� Q o I � � o �o o, - - - - - - o- N0. 6757 -SEWER AND + ¢ - - - - t o w I 'n I 5, Ow STORM DRAIN PLANS. c I I z (n r 1 I N z 0 W o- I I M ¢¢ � �� (n - i - ¢¢ w I— -_- I o oN Do I I^ \ R W it U)� w I I 1 Q I Q I En ( +corn ad 00 I w d \ / R/W z r d I SEWER MANHOLE N0. 26 ov 43-80' 1 _a I N 1 2 3 t o _ _ _ _ _ ► 3 `n R/W �' cn o STA. 12+88.08, C.L. 5.00LT.= Ln I I + 1 o I - - 0 STA. 12+88.08, SEWER �� w ►Q- z cn I H FL - i -, LSA } 1 1 SEWER MANHOLE N0. 5 ao v`°i o - _ " -` " - -- - �) Q - - - - - - - m L o to ¢ - - - - 1 r �� STA. 13+17.08, 19.95LT. E a J0 I r N33'34'22"W 35.20' u' R/W � i a I 20 STA. 9+95.00, C.L. 5.00LT.= 1 I N00'57'13"E c" M 8" EWER»+oo 135.00' ■ m �� 3 _ I2 STA. 9+95.00, SEWER I S—^-- - . S �� z' vwi I I NOQ'5T13"E 6" SEWWE�R 105.00' NO-j57'13"E `" M 6" SEWER I 1 rn 5 - - FL - _ N00'5713"E - 140.00'-I - � = i 1 0 � �i S - 188.085 I /' i INTERSECTION 24" DRAIN 135.00 = - >� o NOO'5T13"E 11+0 - —1— 0 3 i r mN M a I I o b 12+00 277.08' ' - - - - _ rr / < o o STA. 11+73.38 C.L, NARRAGANSETT PL= ' jll I CATCH BASIN NO. 17 0 � 1 N 11+00 173.38 t STA. 15+65.09 C.L., HATHAWAY AVE. I Z N00'S7'13"E M w I z �� _ ~ SEE SHEET 10 00 i + - - I � INTERSECTION 1 m w a _ ■ 4 FL � } Q � I \ � - _� �18" DRAIN �, m i N00'S7'13"E "c0� 0 6"WER 168.38 SEWER MANHOLE N0. 18 STA. 10+OO.QO C.L, COASTAL LN.= Co.v o 7 W w \ SEE SHEET 10 / r- M STA. 18+82.55 C.L, CAPE COD AVE. R/WJ - R/W N ` �R W � � 0 o II ti I I I 00 Qiw r tJi 24" DRAIN PER TRACT I o I I p I I / o i o \ I ¢ \ j FL STA. 11+68.38, C.L 5.00RT.= 22 i rno 0 1 1 0 1 5 1 N0.6757 -SEWER AND a _j V) B6 1 I I o IY + ___ I STA. 11+68.38, SEWER 0 0 STORM DRAIN PLANS. a=' I I o,o w �`�' J ,•� of STORM DRAIN M.H. NO. 19 I o -- -- -- 5' I z m Fn a 0 t i 3 w o ,�pf U 00� I o N f C M aD SEE SHEET 10 + n - R/1IY � \ 3 I 5' cr -1 w m+ Y o 1 I z ¢ r' ao ori rr I o f a6 z w o i o o- �; �; � I o o � 21 la c5 0 ci o 1 0 I I r- -'w i' !�' "' I M z I co I Fri o f-- - - - - - - CAPE COD AVENUE _z 00 0 0 o a s mow o ""' o ao I o, j, owl i + I + z 1 o T,, °o I M M N to �o I 0 0 o z Q o 38.30' I o SEE SHEETS 3& 5 ¢ o o M 6 ci t(nn o Z Q oo o Ni O poo `^' N o I rb, cn Z ' 3 n I Fb m -- -- M p std 11 Euj n w Frim o co F' o = 00 Q + a �, Do w - d I ao m Iz M r o 0+0+ m ++ ! aJ I lu C730)++ o + 00 0 23 + ¢ 00 (n I � m „ I cn 1 j c�cn n co I v"' i � I L-5 I- m (� ��� == o_ ++ 0 cn� I M+± � zw 0000rn + rn J \J J J o Q a a Q Q Z w 11of CD W WATER WELL 1 I F= t I 7 z o 0; r ,� 0 0 41 t 2Q 20 I a� 13'¢Q F- SITE 1 d ��I I ¢ w oco �� 42 30' 30' I O Z (n En V) to 3 (war- w 22 W aQ 21 20 w � �+ Q I Q 22 U tr cn tnM oto w r �- I w( ' o++ Z M U) I+ o o I Z o TAFT HIGHWAY W `� �'�' Q i (n I I J J SEE SEPARATE STREET HATCHVILLE AVENUE N N "' HATHAWAY AVENUE w v IMPROVEMENT PLANS J J\1 , r �I SEE SHEET 10 \ w � � � J SEE SHEETS 4 & 5 = 3 0 COASTAL LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 10+00 11+00 12+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 350 348 346 344 342 340 338 336 334 332 330 328 SURFSIDE STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 13 .00 LF t F 150.00 LF OF M APPROXII IATE 24 ; RGJ-RCS"-® 0.1 F - Z RADE @ FINISHED LINE SEE CENT�X HOME - - - 00 JNc - -------------- ---- ----- 0 SEW PLANS TRACT N -R AND FOR 6757 ON� UAMON RUNE -__- r- �� J = N 0 F o Dd OD cq w)o - - - - - - o ab rn ---- ----- - uiM c6ZI O M �"� Z OC5 p l M �.-OZ O WER N > MO O¢ ; ¢ ¢ > Cp: — — z IN VERT 6" SEWER 1 p J ~-IC A PROXIMATE FINISHED o� EXISTI G FlNISH D oD G ADE 9 ENTERU�JE J =DD Mjl�cO, CO _j U +r z� ¢ M � +1 OD ,7M M� 0) C5 to N 0 tf1 1 T PIPE TD. DETAIL ADDLE D-9 > tn? Ii o JR`' wff% Q: zz J oo� �z INSTALLI 168.38 If OF 6" SEWER -1.00 D Z III 4 J 00 C� 1 J �c I' O � Q O kcP 0VcOI�dO jtn R N O O c)00a�p_rA cqM ¢Od Q C:) moa INVERT 247 DRAIN cdIn INVL I Z4- DRAIN 4 ¢t7MM� M± d '- ¢DOM•M MN F ma O tr O � Z Z0 Z � Z O � z IN ALL 10 00 LF INVER 8" SE R INVERT EXIST. NNz,zz 6" SEWER 8" EWER INSTA. L 188.08 LF OF " SEWE 0 -0.5)% J 'O 3z CONTRACTOR T VERIFY I tot) o w_ LOCATI N AND I VERT ELEV. z i m^ X18Tf BEFORE CONSTR R k CTION z ND ¢ v �0O O 0004 NOTIFY+ENGINEE OF c9 o0c ioa- _ M ANY DI CREPAN IES. => M Z �-►M� a +1-r7 a1Zp Oz gip? w z INSTALL 135.0( LF OFF w -ZZ tn-- " 8" SEWER 0.251 EXIST. SEWE 0-0.25% ANDS ORM DR IN PLAN 10+00 11+00 12+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 350 348 346 344 342 340 338 336 334 332 330 328 SURFSIDE STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL itint ill 11+00 12+00 350 348 346 344 342 340 338 336 334 332 330 328 13+00 350 348 346 344 342 340 338 M: a �.r _.. SCALE: 1" = 50' IZONTAL .1" = 5' RTICAL Z., M APPROXII IATE SHED F - Z RADE @ FINISHED LINE - - - - - -------------- ---- ----- /-APPRCXIMATE GRADE 0 CEN RUNE -__- r- �� N 0 F - - - - - - - - - - ---- ----- - T 6" Z r WER N > MO t CID Cp: CID- Z0 z IN VERT 6" SEWER p J ~-IC o� 3 z w(3 oD z QOdam' J =DD Mjl�cO, CO _j U +r z� ¢ M � +1 OD ,7M M� 0) C5 to N 0 PER ONSTRU C.O.B. T PIPE TD. DETAIL ADDLE D-9 > tn? N o JR`' wff% Q: zz J oo� �z INSTALLI 168.38 If OF 6" SEWER -1.00 D Z 00 J 00 C� J �c =I O � Q O kcP 0VcOI�dO jtn R N O O c)00a�p_rA cqM ¢Od Q C:) moa oD =p cdIn 0 4 ¢t7MM� M± d '- ¢DOM•M MN -7 ma O tr O � Z Z0 Z � Z O � z IN ALL 10 00 LF N"-zzz NNz,zz 6" SEWER -1.00 INSTA. L 188.08 LF OF " SEWE 0 -0.5)% itint ill 11+00 12+00 350 348 346 344 342 340 338 336 334 332 330 328 13+00 350 348 346 344 342 340 338 M: a �.r _.. SCALE: 1" = 50' IZONTAL .1" = 5' RTICAL 1 i! 11+00 EE7 ELI M / VA7-;F—.D pE' APPR01l�D 12+ 350 348 346 344 342 340 338 336 334 srz Vr.l1� 3 o r-` L CAP iT Z LY U041T ( 00LI LEGEND: ' C^CA'n• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ABBREVIATIONS —.—S—FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE SECTION LETTER INV INVERTFURNISH & INSTALL SEWER MANHOLE Q / SD STORM DRAIN ® TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE 2 Q CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WOE SECTION IS SHOM JB JUNCTION BOX PER C.O.B. STD. SW -6. REVISION SMH SEWER MANHOLE R$VISION � �- Vt' % ' APPROVED BY: SCO SEWER CLEANOUT____D—FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS RPPt�b\!ED gY: Z - Z�7 " !s SDMH STORM DRAIN MANHOLE RdCE/Z A. Mc -1 SH DA- C- R.C.E. 33322 A. 1NTOEXP 06/30/08 DATE EXIST EXISTING 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" P-C.E, 33322 EYP. 0r!ol3o�l�0 ELEV ELEVATION MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 4 R/W RIGHT OF WAY FURNISH &INSTALL CATCH BASIN UNLESS OTHERWISE SPECIFIED. MANHOLE �' 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS REVISION M.H.M. MANN NE TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 1ZEvlSlorl t APPROVED BY: FILAPP2bvED 8`( MA 1A16 N SHAW G . E. l DA's R CRE. 32178W EXP. 12/31/08 All DATE Z., M APPROXII IATE SHED F - Z RADE @ CEN LINE - -------------- ---- ----- W -__- r- �� N 0 F (n W INVE T 6" Z r WER N > MO F CID Cp: CID- Z0 z M O p J ~-IC o� z w(3 oD z QOdam' �< =DD Mjl�cO, CO _j U +r z� ¢ M � +1 OD ,7M M� ;:::z Z' cn > tn? wff% Q: zz J INSTALLI 168.38 If OF 6" SEWER -1.00 1 i! 11+00 EE7 ELI M / VA7-;F—.D pE' APPR01l�D 12+ 350 348 346 344 342 340 338 336 334 srz Vr.l1� 3 o r-` L CAP iT Z LY U041T ( 00LI LEGEND: ' C^CA'n• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ABBREVIATIONS —.—S—FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE SECTION LETTER INV INVERTFURNISH & INSTALL SEWER MANHOLE Q / SD STORM DRAIN ® TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE 2 Q CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WOE SECTION IS SHOM JB JUNCTION BOX PER C.O.B. STD. SW -6. REVISION SMH SEWER MANHOLE R$VISION � �- Vt' % ' APPROVED BY: SCO SEWER CLEANOUT____D—FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS RPPt�b\!ED gY: Z - Z�7 " !s SDMH STORM DRAIN MANHOLE RdCE/Z A. Mc -1 SH DA- C- R.C.E. 33322 A. 1NTOEXP 06/30/08 DATE EXIST EXISTING 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" P-C.E, 33322 EYP. 0r!ol3o�l�0 ELEV ELEVATION MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 4 R/W RIGHT OF WAY FURNISH &INSTALL CATCH BASIN UNLESS OTHERWISE SPECIFIED. MANHOLE �' 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS REVISION M.H.M. MANN NE TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 1ZEvlSlorl t APPROVED BY: FILAPP2bvED 8`( MA 1A16 N SHAW G . E. l DA's R CRE. 32178W EXP. 12/31/08 All DATE Clio M F - Z W N 0 (n W Z r N > 9W CID- Z0 o� �< z� a� J =I Q N Q C:) moa Clio U��1 1 J TONSET STREET II V II I J I O I i r0� O I N rriw I, a� N 5 o O SEE i EET 11N 711 N 8 �I U)Zp W & I 0 110 0 IQ I .4 In + t\ I 2 To I ci v' ^ L0 + w cD I pOMI 1 L O O U' U' " I I cj o 11 JO O I O w d of H I FZ ' J C) r_ O �W NM>I NZ O I Z rnZ I STORM DRAIN M.H. NO. 17 I I QQ �v' J -1 I O N Z U N Z --r > -� w- O Z -j Ld U O O 0 U U rJ W Z U W (W U p 6i 60, J o0 6) N 6i N I Z C) to �") ff)NJ nn N W-� a Nr 06 No I I I I I 2 b 3 14 C)CNV 0) --mom L�In-rnLn WNZ NN r,: 000 aoo W M= 00 + IzCD I Q Sao 0 w ( coto + r7 `- c' n r p + + o: W + O+ ( + W �� d d M m� I rte-) LLJ 1 z d w U ,��a3 a¢ Qira o as 'F"�p 3 o cd 39 Q `-Q 3 W Lo I zo_Q~ Q Q � ;u) Q> V)z U) = O z \ (~ R/W�-- ( j U SEWER MANHOLE NO. 23 I I FL L0 STA. 9+95.00, C.L. 5.00LT.= r- - STA_9+95.00, SEWER - - c_ I 6" SEV�R 156.50' -S89'02'47"E S89'02'47"E 11+00 _ INTERSECTION U.j • O N STA. 10+00.00 C.L., HATCHVILLE AVE.= I w ;� WI U) O u') ,�' 1\1 1 r Ae II II V II I ^ U I O I i r0� O I N rriw I, a� N 5 o O Z JW O I O CU V) 711 N 8 O) I aD a0 N I N m: 9 U)Zp W & I 0 110 0 IQ I .4 In + t\ I 2 To I ci v' ^ L0 + w cD I pOMI 1 L O O U' U' " I I cj U� I H� .�- F-tp O JN O d6 II nI JO O I O w d of H I FZ I Q =U) I O �W NM>I NZ O I Z rnZ I STORM DRAIN M.H. NO. 17 i U) I QQ �v' J -1 I O N Z U N Z --r > -� w- N -� o_ JO O O 0 U U rJ W Z U W (W U p -- I U p CD 6) N 6i N I Z C) to �") ff)NJ nn N W-� a Nr 06 No I I I I 6j N W 3 14 C)CNV 0) --mom L�In-rnLn WNZ NN r,: 000 aoo W M= 00 + IzCD I Q Sao 0 w F W U) M 00 + + r7 L, LL, M r-) s N+ Q N �.,-) + + U + (n + + 00 Z r7 `- c' n r p + + r7 + + �.- o d- -- � n H M J U) L, M M d' Q A �w(O� Q M m� I rte-) p 1 z d w U ,��a3 a¢ Qira o as 'F"�p � o cd + J 1\1 1 r Ae II I INV II I ^ U I O I i r0� O I N rriw I, af J ' O Z JW O I O CU V) 711 N 8 O) I aD a0 N I N m: 9 U)Zp W & I 0 110 0 IQ I .4 In + t\ I 2 To I ci v' ^ L0 + w cD �- �- I (nU)w F--owlz F-� ,nom I r- f-►- - I I 3 dd - I Q I Q C-ir UI U) I �N c (n Z p l w N (n U) N w (n w r-- F- L_ cn _ L- ' I I U) cnN F- I _I R/W `n -- — — L _� _t _1 I 32.17' • - FL-� 100.00' 6" SEWER S89 -0'47"E til+oo S89'02'47"E 8" SEWER � 209.63' 1 + 0 337.17 - - 18" DRAIN - — S89'02'47"E - - - I— - S89'02'47"E 80.00' 14+00 18" DRAIN D;n o _ t 5+0o S8 N00'57'13"E 15 42' L,)`� ro STA. 11+73.89 C.L., TONSET ST. FL -- D w, o �---- -- -- -- -- 38 I (Wir 10, - - `° I ' 29 28 37 I I I I I ' 27 30 TONSET STREET �r SEE SHEET 11 J 1\1 1 1 /I 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 --- — A \\ M /� -- -- -- — — I^ of 10 3 Io m'0 of �' � o rl N Z `- o,`n. M I M co o� 20 1 O != w F t� N M > N 00 O 4C) F64 x I I Z -1 II w J Z J?i Lu N p� N I I af Z UWW U + W NV) N Q NW -r N I 19 Lo - j U U)- _ O _M-t>iF- N m rn li W O I z� (-5' r 46 J a 06 z Lo Lo z U J w v I 20' 20' I v + L` (Wn 0- + - - - ('-n I ,n ,� Q �i w 1 30' 30' I ci g M Q N o :6 1 S89.02.47"E S 8° SEWER I S— _ - 419.30' - —1 - 02'47"E 1s+0o D 18" DRAIN 17TOO FL VRIW o I o I O I o co00 18 ; 17 ± I UNN mui-to _Or+W WAR EHS MEDRIVE CENTERLINE INV II T 7 ^ U 1 O N rriw I, CATCH BASIN ' -- -- INSTAL 48.35 OF 6' Z � W U)Zp W 20' c 20 W IQ -Fa- Q I .4 w ci v' ^ RIGHT OF WAY 30' 30, I FL 1 Zw U' U' " a x a p Q SURFSIDE STREET ib M cj U~i z o w vV) SEE SHEET 9 '- ++ pU) 1 w d of /I r r j -10 I Q rQ- �� �w 1 V) N r p I STORM DRAIN M.H. NO. 17 i U) HATCHVILLE QQ �v' SCALE: 1" = 50' 00 0' to SEE SHEET 7 1" = 5' VERTICAL O ¢ QWZ 0 t`r —� -- �� -o Z eo Q 1 14 :6 1 S89.02.47"E S 8° SEWER I S— _ - 419.30' - —1 - 02'47"E 1s+0o D 18" DRAIN 17TOO FL VRIW o I o I O I o co00 18 ; 17 ± I UNN mui-to _Or+W an a� CENTERLINE INV INVERT SD ^ U Of IoW z� 21 I o-�� CATCH BASIN JB JUNCTION BOX INSTAL 48.35 OF SEWER MANHOLE W� C� U)Zp W U) W IQ -Fa- Q NQW N ELEVATION I RIGHT OF WAY CL r- FL 1 V' U' U' " a x a p Q SURFSIDE STREET ib M cj U~i z o w vV) SEE SHEET 9 '- J j\1 1 cqc%j({i /I r r j -10 z rQ- 8" RGJ CP ® -0.21% 1 _ (6 w (n HATCHVILLE AVENUE SCALE: 1" = 50' HORIZONTAL coU 1" = 5' VERTICAL O ¢ of I 1 p 3' M q INTERSECTION STA. 17+56.47 C.L., HATCHVILLE AVE.= STA. 10+84.84 C.L., WAREHAM DR. 3 STORM DRAIN M.H. NO. 18 w ? N a ' STA. 17+61.51, C.L. 5.00RT.= wi o STA. 17+61.51, DRAIN I 10+00 LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX INSTAL 48.35 OF SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE 328 328 326 CV 6,4- NM 15 it Z >W00 cqc%j({i O Z r r j -10 Z OO W C6 o- 8" RGJ CP ® -0.21% Li0 -j _ (6 INSTALL 332.59 LF OF 18" GJ -RC 0 -0.12% coU Z Uu O ¢ QWZ 0 t`r N XD_ D- V)N -o Z eo Zp? rn .� I I I I _ r W C)CNV 0) ^ �Jp nr) w F j an0- NJN NO o 00 M M r7 -r p Qw O �i m Z Q `-Q o n- W zo_Q~ d> O J p w Q> V)z > Z~o QI U (n �- L0 r- N c_ N rl')ZI LLL PPROXIM kTE U.j Lu O N INISHED MADE 0 PIPE Of o J> Ld w �- r I oc or = I r _ 1.14' Z'n 3 o INVERT 8" DRAT o 0 cc �JD N NcocO 0 =U� V) m .-- L: p on- d O O) O c0 00t0M -O toI(S M ! to.nJ tD r� n rU-MQ WO- :3MO r+� M = U mLc (if Z PPROXIM TE FINI ED c� (nz p w �' �z z 3¢ APPROXIMATE INISHED N z z 0 ADE ENTERLI E GRAD ® CENTERLINE 3 �� ---- ---- ----- ---- ---- -------------- --- ---- ---- ----- ---- ---- ----- ---- I I � I I ----------- r . r •EDT s*..!;FWER. IN VERT SEVER _I INVERT VERT YE " M o o m o C NSTRUC Q PIPE SADDLE M J o r- 0 (1' z(�' ui3 rri3 `�'rri P R C.O.B. STD. D AIL D 9 to w Z W (D Jap ZJ Z -j O U- J3(ns W C) t� U O cairn U or" W pr�w� U� W oo O r LL Us s 00 t0 - aor wi Lo Po Z ro AMMO Q 5po d- "' 00 00 ?)'`� +jr"� Nj MMM �� F - r1) r1) �oZ o- o? > W - w� -zz -- w V) zz o Nzz INSTALL 00.00 L OF �? N(~"ZZ " SEWER" U'�' Z " cnzz 10+00 LEGEND: 11+00 12+00 13+00 14+00 TOS 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 (D 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. gir FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 15+00 16+00 15 16 358 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 11+00 12+00 13+00 14+00 TOS 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 (D 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. gir FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 15+00 16+00 15 16 358 358 356 356 354 354 352 352 350 350 348 348 346 346 344 34,4 342 342 340 340 338 338 336 336 334 334 332 332 330 N W 04,N3 328 328 326 CV 18+00 SECTION A SCALE 1"=50' HORIZ. 10 1"=5' VERT. 358 IN " R0j— TALL 80.00 LF 0 —. 354 354 352 o 350 350 H co L r- 34.6 F- 344 342 342 OOpM17 340 338 338 336 .- 334 r p rri Z 332 cq II NM> N W 04,N3 U) 328 OD O CV 6,4- NM 15 it Z >W00 cqc%j({i O Z r r j -10 Z OO W C6 o- CO QCr ro Li0 -j _ (6 (j�W v� uj WI M -co coU Z Uu O ¢ QWZ 0 t`r N XD_ D- V)N -o Z eo Zp? rn .� I I I I _ r W Q 0) �Jp nr) w F j an0- NJN NO o 00 M M r7 -r p Qw O �i m Z Q `-Q o n- W zo_Q~ d> J p w Q> V)z > Z~o QI U (n L0 c_ PPROXIM kTE U.j Lu INISHED MADE 0 PIPE Of r I oc or = I r _ 1.14' Ld o INVERT 8" DRAT o 0 SECTION A SCALE 1"=50' HORIZ. 10 1"=5' VERT. 358 358 356 356 354 354 352 352 350 350 348 348 346 34.6 344 344 342 342 340 340 338 338 336 336 334 334 p rri Z 332 330 U) 328 INSTALL 15.42 L OF 18" RG -RCP 0 0.20% 00 z LLJ i— r It I ' z °D � II p rri Z s Z rh>3 U) J _ OD O II L Z >W00 cqc%j({i O Z r r j -10 Z OO W C6 o- CO QCr ro Li0 -j Q (6 rM O M -co U) �r Z O ¢ QWZ 0 p U XD_ D- V)N Z W Z eo Zp? I I I I _ r o- w F ER o z 18* DRAIN o_ m 0 n- W J QI U 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 SECTION s SCALE 1"=50' HORIZ. 10 1"=5' VERT. M 0] J (n z LLJ U) C, Z v O Y LW > v w F cn m 0 U L0 c_ 0 W Of 0 Ld o o 0 0 04-28-11 SIN IT 3 UN� ,46 N -to -1(/ LA lT 2 o N LY Ur+IT 1 DOS u 0 w} x¢ �¢ J 1 w 11 co F II p7 4 '* _j II cJ�¢ o Nap '-a coo 0 LLx N •- Nn> O LO '6'r m o UNITr_-� _j o n w z J a o_j W PROVINCETOWN r ^ 0 J HATHAWAY AVENUE w ci z c>> W = c� o W c� vwi AVENUE z J .IN 1 J 1 Z J� J�\l IT � SEE SHEET 4 oz a o 9: ao z ao w -� Nd of of -' ,�; ,r; SEE SHEET 6 z Q (n CAPE COQ AVENUE 20' 20' F o "� a o Q o U- ,ri z a a y o o v� .w. F SEE SHEET 3 U O CA s CV m CV J N ¢ CV C-41 Z Ln to 20' 20' ' ¢ o t� CO 30' i 30' (wn ++ + x +U` w W v( Q^^ I I m co I z to LO 20 o O20 co ��, o N o o ;c o a av o o 30' I 30' I I= Q W ' ++ I 30', I 30' SEWER MANHOLE N0. 20 x z Z a a o Q U¢ a a Q;r7 o a d 14 3 d a ¢ �' v=i 13 12 F 321 Q 2 F- f- Z F- �- o w ►- F- w F- F- U w o N - m c� v> rn w cn c� ur z o V) cn (n, (n cn cn 5 c� Ld Co w I v' -i (i 5�5' I 00 STA. 9+95.04, C.L. 5.00LT.= o �V) 1 t^ r -(n I STA. 9+95.04, SEWER w CL CATCH BASIN N0. 14 z 10) _+_ - v <STA. 9+80.03, C.L. 3.71LT. 5, FL a- - - - FL _ x -c' I NORMAL F.L. ELEV.=344.89 I00 rn a DEPRESSED F.L. ELEV.=344.72 1 i S SOSQ'28'48"W 8" SEWER 12+005 280.01' t3+ 0 S SOO'28'48"W — 11+00 14+ 0 8" SEWER `� �' 0 280.01' N N - _ E - - -'T _0_0'28'48"W f- _ _ S INTERSECTION END OF 18" PIPE - - - - - — 280.01' - -X00'28'48"W- - i- 280.01'- - STA. 15+60.02 C.L PILGRIM HEIGHTS DR.= STA. 9+79.61, C.L. 3.71LT.= "—'� ^`� -- Q D - ' STA. 9+78.16, DRAIN 18 DRAIN S00'29Z8 W 36 DRAIN 26 .42 S00'28'48"W 30" DRAIN o - 26217 I STA. 23+52.93 C.L., CAPE COD AVE t S87'03'02"E 15.43 �'� N „ 1 0 18" DRAIN 1 _ _ _ _ _ _ ff5'S' STORM DRAIN M.H. NO. 5 33 N19'26'55"E 26.80' _ _ _ _ F� _ _ FL STORM DRAIN M.H. NO. 15 _ /�� 1 �! R/W 1 II 1 �T�\ I STA. 15+64.98, C.L. 5.00RT.= STA. 10+04.96, C.L. 5.00RT.= w G ¢^ o I N o , o o STA. 15+64.98 DRAIN 3 zM 16 I o I o I o otr 1. � R wF , STA. 10+04.96, DRAIN , or> Q , o , o , o QI ao 0 o i o I o N z -- -- __ `` Qi of of v) �ci of 1 rn 1 rn , '0 sr -- -- �i N r .Z p cot p`7 n p7 F- z M M 1 M I M tD N a Q m 001 0 M tL) o + ' d1 ' w I x V O Q] + O) N m I J 34 Zo N ' N OMScn I ° 17 ' 18 00 1 19 _�, _ - a 20 1 r" 21 i 22 M -It 1 ^ I N I (I oa 1 a M a 1 + i + I N m> I Q NN M �+� i i 23 + En 1 N NZ* II N 1 I I 001 woo HATHAWAY AVENUE o u J N < n a O M M a Q Q Q CAPE COD AVENUE SEE SHEETS 4& 5 a v Z v J w + N `" `f' -1-} o a d `n cn `" � SEE SHEETS 3& 5 a Q dwli z UV N NN toom W< J \1 1 r J p J IN 1 r 1 oC>~='-aw Of w c' -n v~izo z dd .. N(n 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 V) PILGRIM HEIGHTS DRIVE cp v '4 SCALE: 1" = 50' HORIZONTAL M 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 360 ;------- --- -_ r ---- ; ------ ; -- 1 tNSTAI INSTALL 25.42 LF OF AI 358 - 18" RGJ-RCP @ -0.51% 18" 358 --- - ------r----�------ -j- -- --- t 356 FINISHED �IILd 5Ww W ap i I � � ow � 354 ; r - --i-------_ N_ ----_N _C5tn..j- i ;� MW z,� o f o 342 E - -- w - F j W C Z CU>W x (j00'0 z 352 ' -- --� I o (k 0o a;(iz_cq ; 346 F 1 ; +''-y o + ►- x 350 -- - --- --- o -to-Q-� ouzo -a —j 342 z �> U mow �» " 348 i -- --W v)Z_ __Zo'(nom g_p ---------?------ ow - ,�N- - -+ I 346 ---- ----- 334 �------;------'----- 4 332 } - i 330 =---- --- -! SECTION A SCALE 1"=50' HORIZ. 11 1"=5' VERT. 15.43 LF OF�I 360 N -RCP ® 0.847o -- 1 358 358 - 356 ��M I •3 344 FINISHED �IILd 5Ww W ap i CC GRADE W 00 '� 1 342 E - -- 0 PIPE ---- - -- , -� - I (n i t-2=1112' 1-2.40 -p� t+zzt-o - 350 ; 346 F 340 ! -- — 18"i DRAIN ,�;� I INVERT f---; —j 342 (n w3 y 18" DRAT 338 -- --!-- ---------?------ ow - ,�N- - -+ ! -- ' 338 I' -----_ ___- 336 ! ----� 334 ! a;ao j I 336 ------ --- ---- -- ----- -- -- -- -- -i ---- W_ ! ; 336 = i 334'r--------- - -o i�---1334 Q W Q 334 �------;------'----- 4 332 } - i 330 =---- --- -! SECTION A SCALE 1"=50' HORIZ. 11 1"=5' VERT. 15.43 LF OF�I 360 N -RCP ® 0.847o -- 1 358 358 - 356 ��M I •3 �� II 354 �IILd 5Ww W ap i CC a 'o 352 W 00 '� 1 to +F- 'aw o o—! 350 W - -' - °-' -� o '352 a W Z •y ,tea a Ow z z o ? 348 (n i t-2=1112' 1-2.40 -p� t+zzt-o - 350 ; 346 u —_ ---! ----+ 344 wcn? c4(nzo (n`nzzz 348 i f---; —j 342 '346 j APPROX. J •, a -- - ---- 1 340 ! -- ' 338 I' -----_ ___- 336 --- -�-- f ----� 334 ! ----'---'332 338 !-- ! � --f--1330 f 360 ; -- — -- ---- 360 DELTA G INSTALi 25.42 IF OF 358 - 18" RGJ-RCP ®+0.51% j ; --- --- -- 358 SD 3 3561---- ------- ,-- 356 CB C4 oaao a N e� ! r� o.- (n c � 354 oW a'N�II to o u'w z z=co " 354 SMH -im o M I ci z tjWw =tic0M 352 i- - W - -' - °-' -� o '352 a W Z i o � ¢ r Cyn m CVJO QCy m N New 0. N i 350 6 (n i t-2=1112' 1-2.40 -p� t+zzt-o - 350 ELEV ¢ �.mir w o d> U ¢tea o 348 wcn? c4(nzo (n`nzzz 348 M.H. MANHOLE FL '346 j APPROX. J •, a FINISHED_ / I' '--� 344 f GRA PAPEDE_ - -- 344 T � 342 - + -Ll --- I --- 342 340 ---- INVERT DRAIN - .340 338 !-- ,o (n 0 to 336 ' --- -i ---- W_ ! ; 336 = i 334'r--------- - -o i�---1334 Q W Q 332 - ---! ----; 332 330 ----- - - ---- L_'___ -i330 SECTION B SCALE 1"=50' HORIZ. 11 11 W 1"=5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 16+00 it. 11 "'Q 3 5 J N 1 J /I N l \ —r r1 \ t 0- N 'n O J 1 1 1 o�HATHAWAY AVENUE z - o, SEE SHEET 4 \ W n - I F- �X I s o� w 0 36 � 37 M Z 38 _j q 1 i o f �� I 20'' 2Q' �\ o_ Z 3 I I , J- r_ N 39 I N 38 137 o t 30' I 30' \�. 34 �� ,¢ rn+ ^ i � N I m i O m" o < o o ! I z o6 c6 v'cf 20)rn N pco o Q" C5 zaoa3 °' o� rn I C" o ¢++, 5 I 23 CN M of LE 3 \ rte. �'_ F- a i U�- 1 1 w3 I oda cn ti r , e Lei to 1 I w I¢- a '- d vwi v' -i cn w z I \ \ 1�ro1 ro rn N cn rn c~n N Rcn /W r¢- I Ldp srA. s157�3 "74 - -- -- -- -- -- - L-- -- - vwi m M 24 9+49 48 W 4 .43, / N I LO NO2'2713W 11+00 " SEWER 184.25' N00 57'13"E 8" SEWER `14 �' S 270.00' rr INTERSECTION —S _ STA. 14+53.89 C.L. ' 12+00 - 1 N00'57'13"E 13+00 280.00' TONSET ST.= r NOO'5 3"E 14+00 46.69 W , Np6'29'2 I ,n N ,� I STA 18+75.20 C.L., HATHAWAY AVE. d' FL I ofN- 1 �\ nW$ �i STORM DRAIN 't •w R/W� \\ SEE SHEET 4 `O 5 p00>' �I N 18" DRAIN I �g ��� o,Q 2 _ .-� 1 M M ¢LLI oQ10 co SEE SHEET 4 4J Lur, Z ED 5� I 25 OJ T 1 n w= I I I 1 1 00 O Fo I 3 2 �, XOZ / 4-y `0 , of t o} Z � , 20 20 $ 3 6 Z I o°io- ���'�' ry I M y = i 30' N 30' - - - - _ ' _z ^a En 31 ' 30' �' o �o ' x W HATHAWAY AVENUE HATCHVILLE AVENUE v SEE SHEETS 4 & 5 N v Moo SEE SHEET 10 a N W na U W cn ± O C -0 N J\l 1 r '� � cncn J 1\1 1 r CURVE TABLE CURVE I RADIUS I LENGTH I TANGENTI DELTA t 500.00' 1 64.95' 1 32.52' 07'26'36" 350 348 346 344 342 340 338 336 334 332 330 328 TONSET STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 LEGEND: 350 348 346 344 342 340 338 336 334 332 330 328 15+00 REVISION APPROVED B ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION, APPROVED BY- y MA IAN SHAW E. IV DATE R.C.E. 32178 EXP. 12/31/14 7 n 4 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION��F —S—FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER 0 FURNISH & INSTALL SEWER MANHOLE i p 0 1 K �_ [ TYPE "A" PER C.O.B. STD. SW -4. 2 s O H � :3< 00,0 O Z I' ¢ J W U M 00 0 L 0 LZ N IY w Y Q m 0 N O N 0 0 D J (n >> CD m W � Q > U �P } m�N 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 350 348 346 344 342 340 338 336 334 332 330 328 15+00 REVISION APPROVED B ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION, APPROVED BY- y MA IAN SHAW E. IV DATE R.C.E. 32178 EXP. 12/31/14 7 n 4 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION��F —S—FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER 0 FURNISH & INSTALL SEWER MANHOLE i p 0 1 K �_ [ TYPE "A" PER C.O.B. STD. SW -4. 2 s O H � :3< 00,0 O Z I' ¢ J W U M 00 0 L 0 LZ N IY w Y Q m 0 N O N 0 0 D J (n >> CD m W � Q > U �P } m�N z » W -- D a 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" .c N MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. cm J D UNLESS OTHERWISE SPECIFIED. c/) ui F- mr a 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS W I T � Z UNLESS OTHERWISE NOTED. V N Z 0 0 4 H = 3:: Z W Q W Q W x Im > W 0 ~ qp- W H Z 0 W 00ui V W M m � OM Z ZN :2 N V � J w a � a 0 No12 W5a crno W N to f2 W Cn a� a Z� mo oa w w o� Foy moo ® z i— W -- D a 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" .c N MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. D UNLESS OTHERWISE SPECIFIED. c/) ui F- mr W 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS W I T � Z UNLESS OTHERWISE NOTED. V N Z 0 0 4 H = 3:: Z W Q W x Im > W 0 ~ qp- � H Z 0 W 00ui V ti m � OM Z a: :2 N V � J w a � a ® FURNISHC.OSTD.AS S6EWER CLEANOUT SHEET WHERE SECTION IS SHOWN -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS . - 0 -•d 4 - / y 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" N MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. ui mr FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS I T TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. V N RECORD DIRAINN"UN v IL0 .13 \ •�tt�q X8391 \ 4 H`�tF 7 0 o4os STq iy2 39. xs p 4b 9e 3s 51 STA. 9+24.32 15. 50 N27.2211 W 27 SEWER CLEANOUT NO ^ u i `1 1 1 CURVE TABLE CURVE RADIUS I LENGTH TANGENT DELTA 1 500.00' • 69.28' 1 34.70' 07'56'20* 2 500.00' 9.09' 1 4.55' 1 01'02'30" 358 3 3 3 3 3 3 co330 3 329- 10+00 PROVINCETOWN J TAVENUE SEE SHEET 6 I i 1 OO� � cp N ; 5 1 6 X16 Lb l OD +. 6 1 ' 1 is 0 1 20' 20' I 69 6 1 30' CAPE COD AVENUE N SEE SHEET 3 UNIT VfN WELLFLEET DRIVE.. SCALE: 1" = 50' HORIZONTAL t" = 5' VERTICAL 356 356 354 54#- ;.._._.._.__ � __.___�-_ _i___.._ ._._-_' �._.._- _z _ ._... .......-._�-_.__..�.-.- _--. _._..�._._.._._._ --. ,352 } , 350 �---�---1----.--_-�•-_-__-., _-- _ _.._- i --•-,-._ �....�_. -..__ _-. { _.. -- � ----� 350 ru _.. — __.._ __ -•-- 348 ch TF.7_.. 0 �' APPRO MATE FI (SHED 346 346 � - --�-._-.- ----- ----- _..__ -'.--- F -if- -- - i i !,�1 ___ - i - -- - - - -- --. _ -. _ _.._ -____ - -•, 344 1 342---- 340- 338 42 �------ ; ---•� , ...- 342 - ! } INVE T 24" AIN --; 3� 38 IN 3 ��-�_ - - --- - _- - - -_ _ 16" SEWE2 i VERT 8'. SEWER ' ! - _ ' _ - - 336 -; - �----�---�- � - ._. _ -1336 V Co # I ! 0 3 INVERT 8 SEWS 334 ; ---�-z ZEN.- 1 i -_—i- ---�----------f -- -- ---- __ _- -- J� i --- 1- # ,r�N 7� __ 334 CA Cho ! '00 i332 332 -- - ---- ! n M f MM 1 ( } f ¢ e7 e7 1 V1 '330 7 28 TALL 00 LF WEIR 0. - cn-- - I S 2 0.08 LF.' T3 R 328 t- 31NSTALL'89.00 L f ! ��R---�__�_-._----.L___ �_-__ � �_.____ _1_--�-_.._---,- 329 j,EGENQ: ABBREVIATIONS CL CENTERLINE INV INVERT SO 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 11+00 JA-� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S_FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® FURNISH & INSTALL SEWER MANHOLE A TYPE "A" PER C.O.B. STD. SW -4. L - - - - - ® FURNISH & INSTALL SEWER CLEANOUT SHEET WIRE SECTION IS 9 DO 2 PER C.O.B. STD. SW -6- 0 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. or FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 16+00 0 �evISIDI.i 2-v; -� S ApPI21�vEfl $Y' ROGER A. M 1► D^M5 R.C.E. 3332 Eft? �i3Ol��o peevis►orj A ppRDVEP E3T M ! S+ AVV c . e, N DATE R.C.E. 3z 176 Ely? 1 i/Jr f 1(e REVISION APPROVED 0 J 1\1 1 r 3 HATHAWAY AVENUE SEE SHEET 3 + � 1 1 , !t 1 42 aim f RAIN I.H. N0. 12 STORM D M STA. 10 o+2 055:0000; DRAIN S- 7-zO P.09ER 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 END t F 18" PIPE STA. 9+79.58, G.L. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 MIKASA LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL U1\1T 2 ■ FIROVINCETOWN AVENUE °' o SEE SHEET 6 z Inz 1 5' 32 -W ; i z o cry 0"' o o cncn (n cncn 33 / I CATCH BASIN NO. 5 (,END STA. 13+00.00, C.L. 15.24LT. NORMAL F L- ELEV.=345.70 O P.O.V.C. EPRESSED FL. ELEV.=345.53 243.25' OF 18" PIPE280.00' TA. 13+00.42, C.L. 15.24LT.8" DRAIN N32'38'16"W 18.51' 34 SEWER MANHOLE NO. 14 SEE SHEET 6 to I rn NZ 35 ¢ So ( L-5' 1 a 1 30' .30. i cics-- Fc�N W 1 36 00 ► I , it PR AVINNCCEERIVOI ? FdF UE SEE SHEET 6 J 1\l J T , I �LL 25.9Q_l Ems_' __. _ ' INSTA X75 OF - --_ .�.._—_.__L__.._.----' INS -&51 -.LF -4 --•--- 118" RGJIRCP ®-+0.51X ; 36" R RCP O 0.11% I INSTA 243.25 LF OF "RGI- ®0. 0� ( ; _ - 8" RGJ- RCP O 0.599: _-.' ■Iii } ': OZ Ob tLl C3 Z■� } t i '— '(��`� 11 I �N t 1 �■ 1 i t p 1 1 O= f Ot7> NZa WZ O■� y l Z j l+! I --- - - U�.�- - --_3 Z J Z w U'_ W UOO (o CD F- ■ _.'.-_ -.-t V 1M- M� z V 4�> I w O ! m w -i 1 oc-en z■r $eT7MOf QWO-� 0- 0. Bio I I } 0. O u'> -hOf ■cn 1 ; ' 1 aoa0 cn V• au- } •a•� I . ' Wi¢ltela. —_ ■• --- -i wNy ■ z».> 2 1UoM►-Jai�OlWr MrO OiZZ W ; tj; - ` row r» r » ■ ! APP OXIMt FINISME ! W tn? (Az [3 zz ZZ } j CE, r- ■ ,r— GR E O TERLINE , : , , - �__-_iN1 _RiT 1 r. VR I I DRAIN : bONSTR _._....__..SCE U T PER � IPE, STD. DET kIL D-9 -INVE T 36 9RAIN " ; ' f 1 1 INVERT 136" • i 1 1 11+00. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 12+00 13+00 SECTION SCALE 1"=50' HORIZ. 12 1"=5' VERTA - 360 358 356 354 1352 350 348 346 344 342 340 338 336 s 334 360 358 356 354 352 350 348 346 344 342 340 338 336 334 o.33 2 6-3 � ?o. 3< 0, GAL\� ✓° r. 4__ _ N t a •60 ��� �i *— u w I r 2 o goo ur4 rr I orlLI U Ott F .� ..I a_ .._ _.-_.m...�.. !._.t]-- _........�-..-. _`_ _ _.�..,-.a�Yr-� T,r—s•-.rrr---.._.,t...v. ... T.- .r � r..aux-.rarer _� 0 0 M Of Q 02"o-0, Q � `' I' w UU 00 w co 0tiILO N w w Y Q m i o Q N O O � o i I m Z W 3 U � � U A,, J U i � I a a W zfs ris vj ID W ,,pZp ca V Z� g LO Q W Z v � Y N Fn c-3 >LAJ v,.,Q tYN�+ON UJI N tt'1 N � W V d a ¢111 0011 � tr 1X �o11A a[�O Z J 1L Z o d co J W � to moa z �c oul_ i i 0 X > > W v Q Z LLJW ui .j co u' V m J . W Z O a' j,EGENQ: ABBREVIATIONS CL CENTERLINE INV INVERT SO 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 11+00 JA-� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S_FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® FURNISH & INSTALL SEWER MANHOLE A TYPE "A" PER C.O.B. STD. SW -4. L - - - - - ® FURNISH & INSTALL SEWER CLEANOUT SHEET WIRE SECTION IS 9 DO 2 PER C.O.B. STD. SW -6- 0 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. or FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 16+00 0 �evISIDI.i 2-v; -� S ApPI21�vEfl $Y' ROGER A. M 1► D^M5 R.C.E. 3332 Eft? �i3Ol��o peevis►orj A ppRDVEP E3T M ! S+ AVV c . e, N DATE R.C.E. 3z 176 Ely? 1 i/Jr f 1(e REVISION APPROVED 0 J 1\1 1 r 3 HATHAWAY AVENUE SEE SHEET 3 + � 1 1 , !t 1 42 aim f RAIN I.H. N0. 12 STORM D M STA. 10 o+2 055:0000; DRAIN S- 7-zO P.09ER 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 END t F 18" PIPE STA. 9+79.58, G.L. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 MIKASA LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL U1\1T 2 ■ FIROVINCETOWN AVENUE °' o SEE SHEET 6 z Inz 1 5' 32 -W ; i z o cry 0"' o o cncn (n cncn 33 / I CATCH BASIN NO. 5 (,END STA. 13+00.00, C.L. 15.24LT. NORMAL F L- ELEV.=345.70 O P.O.V.C. EPRESSED FL. ELEV.=345.53 243.25' OF 18" PIPE280.00' TA. 13+00.42, C.L. 15.24LT.8" DRAIN N32'38'16"W 18.51' 34 SEWER MANHOLE NO. 14 SEE SHEET 6 to I rn NZ 35 ¢ So ( L-5' 1 a 1 30' .30. i cics-- Fc�N W 1 36 00 ► I , it PR AVINNCCEERIVOI ? FdF UE SEE SHEET 6 J 1\l J T , I �LL 25.9Q_l Ems_' __. _ ' INSTA X75 OF - --_ .�.._—_.__L__.._.----' INS -&51 -.LF -4 --•--- 118" RGJIRCP ®-+0.51X ; 36" R RCP O 0.11% I INSTA 243.25 LF OF "RGI- ®0. 0� ( ; _ - 8" RGJ- RCP O 0.599: _-.' ■Iii } ': OZ Ob tLl C3 Z■� } t i '— '(��`� 11 I �N t 1 �■ 1 i t p 1 1 O= f Ot7> NZa WZ O■� y l Z j l+! I --- - - U�.�- - --_3 Z J Z w U'_ W UOO (o CD F- ■ _.'.-_ -.-t V 1M- M� z V 4�> I w O ! m w -i 1 oc-en z■r $eT7MOf QWO-� 0- 0. Bio I I } 0. O u'> -hOf ■cn 1 ; ' 1 aoa0 cn V• au- } •a•� I . ' Wi¢ltela. —_ ■• --- -i wNy ■ z».> 2 1UoM►-Jai�OlWr MrO OiZZ W ; tj; - ` row r» r » ■ ! APP OXIMt FINISME ! W tn? (Az [3 zz ZZ } j CE, r- ■ ,r— GR E O TERLINE , : , , - �__-_iN1 _RiT 1 r. VR I I DRAIN : bONSTR _._....__..SCE U T PER � IPE, STD. DET kIL D-9 -INVE T 36 9RAIN " ; ' f 1 1 INVERT 136" • i 1 1 11+00. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 12+00 13+00 SECTION SCALE 1"=50' HORIZ. 12 1"=5' VERTA - 360 358 356 354 1352 350 348 346 344 342 340 338 336 s 334 360 358 356 354 352 350 348 346 344 342 340 338 336 334 o.33 2 6-3 � ?o. 3< 0, GAL\� ✓° r. 4__ _ N t a •60 ��� �i *— u w I r 2 o goo ur4 rr I orlLI U Ott F .� ..I a_ .._ _.-_.m...�.. !._.t]-- _........�-..-. _`_ _ _.�..,-.a�Yr-� T,r—s•-.rrr---.._.,t...v. ... T.- .r � r..aux-.rarer _� 0 0 M Of Q 02"o-0, Q � `' I' w UU 00 w co 0tiILO N w w Y Q m i o Q N O O � o i I m Z W 3 U � � U A,, J U i � I a a W zfs ris vj ID W ,,pZp ca V Z� g LO Q W Z v � Y N Fn c-3 >LAJ v,.,Q tYN�+ON UJI N tt'1 N � W V d a ¢111 0011 � tr 1X �o11A a[�O Z J 1L Z o d co J W � to moa z �c oul_ i i 0 X > > W v Q Z LLJW ui .j co u' V m J . W Z O a' 11+00 JA-� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S_FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® FURNISH & INSTALL SEWER MANHOLE A TYPE "A" PER C.O.B. STD. SW -4. L - - - - - ® FURNISH & INSTALL SEWER CLEANOUT SHEET WIRE SECTION IS 9 DO 2 PER C.O.B. STD. SW -6- 0 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. or FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 16+00 0 �evISIDI.i 2-v; -� S ApPI21�vEfl $Y' ROGER A. M 1► D^M5 R.C.E. 3332 Eft? �i3Ol��o peevis►orj A ppRDVEP E3T M ! S+ AVV c . e, N DATE R.C.E. 3z 176 Ely? 1 i/Jr f 1(e REVISION APPROVED 0 J 1\1 1 r 3 HATHAWAY AVENUE SEE SHEET 3 + � 1 1 , !t 1 42 aim f RAIN I.H. N0. 12 STORM D M STA. 10 o+2 055:0000; DRAIN S- 7-zO P.09ER 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 END t F 18" PIPE STA. 9+79.58, G.L. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 MIKASA LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL U1\1T 2 ■ FIROVINCETOWN AVENUE °' o SEE SHEET 6 z Inz 1 5' 32 -W ; i z o cry 0"' o o cncn (n cncn 33 / I CATCH BASIN NO. 5 (,END STA. 13+00.00, C.L. 15.24LT. NORMAL F L- ELEV.=345.70 O P.O.V.C. EPRESSED FL. ELEV.=345.53 243.25' OF 18" PIPE280.00' TA. 13+00.42, C.L. 15.24LT.8" DRAIN N32'38'16"W 18.51' 34 SEWER MANHOLE NO. 14 SEE SHEET 6 to I rn NZ 35 ¢ So ( L-5' 1 a 1 30' .30. i cics-- Fc�N W 1 36 00 ► I , it PR AVINNCCEERIVOI ? FdF UE SEE SHEET 6 J 1\l J T , I �LL 25.9Q_l Ems_' __. _ ' INSTA X75 OF - --_ .�.._—_.__L__.._.----' INS -&51 -.LF -4 --•--- 118" RGJIRCP ®-+0.51X ; 36" R RCP O 0.11% I INSTA 243.25 LF OF "RGI- ®0. 0� ( ; _ - 8" RGJ- RCP O 0.599: _-.' ■Iii } ': OZ Ob tLl C3 Z■� } t i '— '(��`� 11 I �N t 1 �■ 1 i t p 1 1 O= f Ot7> NZa WZ O■� y l Z j l+! I --- - - U�.�- - --_3 Z J Z w U'_ W UOO (o CD F- ■ _.'.-_ -.-t V 1M- M� z V 4�> I w O ! m w -i 1 oc-en z■r $eT7MOf QWO-� 0- 0. Bio I I } 0. O u'> -hOf ■cn 1 ; ' 1 aoa0 cn V• au- } •a•� I . ' Wi¢ltela. —_ ■• --- -i wNy ■ z».> 2 1UoM►-Jai�OlWr MrO OiZZ W ; tj; - ` row r» r » ■ ! APP OXIMt FINISME ! W tn? (Az [3 zz ZZ } j CE, r- ■ ,r— GR E O TERLINE , : , , - �__-_iN1 _RiT 1 r. VR I I DRAIN : bONSTR _._....__..SCE U T PER � IPE, STD. DET kIL D-9 -INVE T 36 9RAIN " ; ' f 1 1 INVERT 136" • i 1 1 11+00. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 12+00 13+00 SECTION SCALE 1"=50' HORIZ. 12 1"=5' VERTA - 360 358 356 354 1352 350 348 346 344 342 340 338 336 s 334 360 358 356 354 352 350 348 346 344 342 340 338 336 334 o.33 2 6-3 � ?o. 3< 0, GAL\� ✓° r. 4__ _ N t a •60 ��� �i *— u w I r 2 o goo ur4 rr I orlLI U Ott F .� ..I a_ .._ _.-_.m...�.. !._.t]-- _........�-..-. _`_ _ _.�..,-.a�Yr-� T,r—s•-.rrr---.._.,t...v. ... T.- .r � r..aux-.rarer _� 0 0 M Of Q 02"o-0, Q � `' I' w UU 00 w co 0tiILO N w w Y Q m i o Q N O O � o i I m Z W 3 U � � U A,, J U i � I a a W zfs ris vj ID W ,,pZp ca V Z� g LO Q W Z v � Y N Fn c-3 >LAJ v,.,Q tYN�+ON UJI N tt'1 N � W V d a ¢111 0011 � tr 1X �o11A a[�O Z J 1L Z o d co J W � to moa z �c oul_ i i 0 X > > W v Q Z LLJW ui .j co u' V m J . W Z O a' , I �LL 25.9Q_l Ems_' __. _ ' INSTA X75 OF - --_ .�.._—_.__L__.._.----' INS -&51 -.LF -4 --•--- 118" RGJIRCP ®-+0.51X ; 36" R RCP O 0.11% I INSTA 243.25 LF OF "RGI- ®0. 0� ( ; _ - 8" RGJ- RCP O 0.599: _-.' ■Iii } ': OZ Ob tLl C3 Z■� } t i '— '(��`� 11 I �N t 1 �■ 1 i t p 1 1 O= f Ot7> NZa WZ O■� y l Z j l+! I --- - - U�.�- - --_3 Z J Z w U'_ W UOO (o CD F- ■ _.'.-_ -.-t V 1M- M� z V 4�> I w O ! m w -i 1 oc-en z■r $eT7MOf QWO-� 0- 0. Bio I I } 0. O u'> -hOf ■cn 1 ; ' 1 aoa0 cn V• au- } •a•� I . ' Wi¢ltela. —_ ■• --- -i wNy ■ z».> 2 1UoM►-Jai�OlWr MrO OiZZ W ; tj; - ` row r» r » ■ ! APP OXIMt FINISME ! W tn? (Az [3 zz ZZ } j CE, r- ■ ,r— GR E O TERLINE , : , , - �__-_iN1 _RiT 1 r. VR I I DRAIN : bONSTR _._....__..SCE U T PER � IPE, STD. DET kIL D-9 -INVE T 36 9RAIN " ; ' f 1 1 INVERT 136" • i 1 1 11+00. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 12+00 13+00 SECTION SCALE 1"=50' HORIZ. 12 1"=5' VERTA - 360 358 356 354 1352 350 348 346 344 342 340 338 336 s 334 360 358 356 354 352 350 348 346 344 342 340 338 336 334 o.33 2 6-3 � ?o. 3< 0, GAL\� ✓° r. 4__ _ N t a •60 ��� �i *— u w I r 2 o goo ur4 rr I orlLI U Ott F .� ..I a_ .._ _.-_.m...�.. !._.t]-- _........�-..-. _`_ _ _.�..,-.a�Yr-� T,r—s•-.rrr---.._.,t...v. ... T.- .r � r..aux-.rarer _� 0 0 M Of Q 02"o-0, Q � `' I' w UU 00 w co 0tiILO N w w Y Q m i o Q N O O � o i I m Z W 3 U � � U A,, J U i � I a a W zfs ris vj ID W ,,pZp ca V Z� g LO Q W Z v � Y N Fn c-3 >LAJ v,.,Q tYN�+ON UJI N tt'1 N � W V d a ¢111 0011 � tr 1X �o11A a[�O Z J 1L Z o d co J W � to moa z �c oul_ i i 0 X > > W v Q Z LLJW ui .j co u' V m J . W Z O a' 11+00. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 12+00 13+00 SECTION SCALE 1"=50' HORIZ. 12 1"=5' VERTA - 360 358 356 354 1352 350 348 346 344 342 340 338 336 s 334 360 358 356 354 352 350 348 346 344 342 340 338 336 334 o.33 2 6-3 � ?o. 3< 0, GAL\� ✓° r. 4__ _ N t a •60 ��� �i *— u w I r 2 o goo ur4 rr I orlLI U Ott F .� ..I a_ .._ _.-_.m...�.. !._.t]-- _........�-..-. _`_ _ _.�..,-.a�Yr-� T,r—s•-.rrr---.._.,t...v. ... T.- .r � r..aux-.rarer _� 0 0 M Of Q 02"o-0, Q � `' I' w UU 00 w co 0tiILO N w w Y Q m i o Q N O O � o i I m Z W 3 U � � U A,, J U i � I a a W zfs ris vj ID W ,,pZp ca V Z� g LO Q W Z v � Y N Fn c-3 >LAJ v,.,Q tYN�+ON UJI N tt'1 N � W V d a ¢111 0011 � tr 1X �o11A a[�O Z J 1L Z o d co J W � to moa z �c oul_ i i 0 X > > W v Q Z LLJW ui .j co u' V m J . W Z O a' W zfs ris vj ID W ,,pZp ca V Z� g LO Q W Z v � Y N Fn c-3 >LAJ v,.,Q tYN�+ON UJI N tt'1 N � W V d a ¢111 0011 � tr 1X �o11A a[�O Z J 1L Z o d co J W � to moa z �c oul_ i i 0 X > > W v Q Z LLJW ui .j co u' V m J . W Z O a' Z J 1L Z o d co J W � to moa z �c oul_ i i 0 X > > W v Q Z LLJW ui .j co u' V m J . W Z O a'