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' i33 F_ 1 xs 111f 29 / 30 31 1 32 � w SEE TRACT 6758 FOR STUB ANDPl.uc SEE TRACT 6758 FOR CONTINUATION l . . ON STORM DRAIN 8" SWER CONTINUATION ON STORM DRAIN SEE TRACT 6758FOR CONTINUATION Vr T. Tr TAT]Vr _ - T RACS` NO, 6491 � TRACT NO, 6753 SHEET Na. KEY MAP. I SCALE: 1 200 UMMAR QF IMPROYE.MENTS O N S I T E SEWER IMPROVEMENTS UNITS UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 ONSITE OFFSITE TOA TOTAL TOTAL 6" SEWER EINE LF 953 159 (STA. 10+00.00 TO STA. 23+00.00) 318 631 2591 - 2591 8" SEWER EINE LF 764 2030 _53_0 1593 2195 1187 7769 - 7769 4" LATERALS LF 1465 1531 1776 1792 1636 8200 -- 8200 STANDARD MANHOLE EA 5 5 6 6 6 28 - 28 DROP MANHOLE EA 1 2 1 1 1 6 6 CLEANOUT EA 3 1 1 2 - 7 -- 7 STORM DRAIN IMPROVEMENTS 18" STORM DRAIN LINE 24" STORM DRAIN LINE LF LF 595 - 881 -- 383 -- 835 599 545 432 3239 857 1031 -- 4096 1031 30" STORM DRAIN LINE LF, 481 813 - 244 -- 1538 -- 1538 STANDARD MANHOLE EA 6 5 2 6 3 22 4 26 CATCH BASIN EA 5 2 2 6 5 20 2 22 4' UTILITY TRENCH SIDE R/W (L MULTIPLE UTILITY TRENCH I � � s TVI' ' COMBINATION SIDEWALK f i i B13" T,'P. 1% MIN. ...,,�� •..-tip t SEWER MAIN i t I 5' ° TTP. i 1 Illi( I f I I F, FINISHED STREET GRADE 1% MIN, COMBINATION SIDEWALK 36" TYP. ON DEEP SEWER, SLOPE LATERALS �y TO LOT LINE SO THAT THE END OF I LATERAL IS WITHIN REQUIRED � TOL.ERANCE. DETAIL TYPICAL SEWER LATERAL INSTALLATION FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST GROSS 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 MALL 8E CONSTRUCTED OF' A CONTINUOUS 20' SECTION OF CLASS 200 (ITR 14 PER AWWA 0900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. JL - ( REVISION I / I//�/ APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: ` Mb MARIAN SHAW C.E. Iq DATE R.C.E. 32178 EXP. 12/31/08 WATERLINE SIDE R/W • 14' 5 , t WATERLINE V ew. 6-3 6 w. LOT PAD fi.1r,, clvl1_ Cai IF, � 5' MIN. o4�/Z7 f l� }p TO ? *MAX. Cj 0 t -r 3 0 Y4I-�'f U t-1 ri' 1.� • S v L QENCHMAR BENCHMARK DISK STAMPED - Q 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD' IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERTS 11.44 OVER STINE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER UNE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL WITH THE HIGHWAY. ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) . A I OF� ARI .G THE BEARING OF N. 89'04'3,3" W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 Of SECTION 34, T.30 S., R.27 E. AS SHOWN ON SURVEY INVESTIGATNON MAP NO. 7--1 BK. 6, PG. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. CITY SE D STO D WER AN R:M, AIN PL'ANS TRACT 675 7 UNITS 1 TH'RU 5 SET LATERA PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES L)tir3 I-Z,oN p �...gp� �b till NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL. BE GIVEN 24 HOURS N0110E. 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 CITE' OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATI3NS WERE PREPARED Br ME 01 UN1�ER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND- BELL COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE 'ALL IMPROVEMENT REQUIREMENTS .OF T"E ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR -ALL CALCUL.ATTONS AND DRAWINGS ON T14ESE PLANS AND ANY ERRS, OMISSIONS, ORNICILATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA, SHALL BE CORRECTED DURING CONSTRUCTION: w 06-30-08 IN ACCORDANCE WITH THE CONDITIONS Of THE, VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE. BEEN RE\'WE'D BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. a Q L" I Ili Q i . COVER SHEET ?. SEWER AND STORM DRAIN NOTES 0 3. MAINE AVENUE ^l (STA. 10+00.00 TO STA. 23+00.00) 4. SAMUELSON STREET REEET ELEV (STA. 10+00.00 TO STA. 23+00.00) 5. MAINE AVENUE (STA. 23+00.0 0 M.H. TO STA. 26+16.40) (5I SAMUELSON STREET STA. 23+00.00 TO STA. 25+76.49) AND OYSTER WAY -A6. QUEBEC AVENUE < iI T NORTON AVENUE I3. BIDDEFORD STREET CONSTRUCT SEWER CLEANOUT AND WASHBURN WAY 9. BERING LANE CONSTRUCT STORM DRAIN PER CITY STANDARDS AND SENA STREET 0 10. H©LYOKE DRIVE AND MERiANTS LANE �11. CABOT WAY, CALYPSO WAY AND COASTAL. LANE C 12. ARL*NG WAY --- ----- w - AND FREEPORT WAY 13. RANGLEY COURT, C JNTA RIDGE DRIVE AND ASHE ROAR 14. OXFORD HILLS AVE SET LATERA PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES L)tir3 I-Z,oN p �...gp� �b till NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL. BE GIVEN 24 HOURS N0110E. 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 CITE' OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATI3NS WERE PREPARED Br ME 01 UN1�ER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND- BELL COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE 'ALL IMPROVEMENT REQUIREMENTS .OF T"E ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR -ALL CALCUL.ATTONS AND DRAWINGS ON T14ESE PLANS AND ANY ERRS, OMISSIONS, ORNICILATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA, SHALL BE CORRECTED DURING CONSTRUCTION: w 06-30-08 IN ACCORDANCE WITH THE CONDITIONS Of THE, VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE. BEEN RE\'WE'D BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. a Q L" I � QD rt k a JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT 4 STORM DRAIN MANHOLE QD f EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE (5I TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT SEWER PER CITY STANDARDS < iI I� TYPE "A" PER C.O.B. STI}. S-7. - CONSTRUCT SEWER CLEANOUT i PER C.O.B. STD. S--20. CONSTRUCT STORM DRAIN PER CITY STANDARDS O 1 � CONSTRUCT CATCH BASIN . TYPE "A" PER C.O.B. STD. S-12. s EXISTING SEWER LINE --- ----- w - EXISTING STORM DRAIN LINE EXISTING MONUMENT EXISTING SE►IfER MANHOLE . i y a9 Ct z . mIm1 ) r,l >.fi. ABBREWABOIdS CL CENTERLINE INV INVERT APPROVED BY: RA'UL M.. ROJAS PUBLIC WORKS DIRECTOR DATE 2 x SD STORM DRAIN R.C.E. 39880 EXP. 12--31---07 MHMANHOLE 0. CB CA I L;M BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT DMH STORM DRAIN MANHOLE QD EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE r I. 3e 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STI}. S-7. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S--20. CONSTRUCT STORM DRAIN PER CITY STANDARDS O CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.S. STD'.. S---7. CONSTRUCT CATCH BASIN . TYPE "A" PER C.O.B. STD. S-12. s EXISTING SEWER LINE --- ----- w - EXISTING STORM DRAIN LINE EXISTING MONUMENT EXISTING SE►IfER MANHOLE . EXISTING DRAIN MANHOLE / BY:. ASSISTANT PUBLIC WORKS DIRECTOR DATE Lu 10 tU 0 f?ACN€CO R{3 3 3.�? G4 1:1, FAIRS � 30 26 1 22 27 � 26 ROACH 25 30 kI1;CUTEI�. SITING ' ,35 36it TAFT t HWY PT GR�� cvm � E6 c�tRNOW � 'Ix � R a 6 10j 1f 12 7 83. t1 r� r; T31 1'2?E VICINITY MAP NO SCALE (, IL � 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 JPLAIN-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 I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6, REINFORCED CONCRETE PIPF W114 Pvc i imimr_ 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. 1.6. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F f5 (25'C 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 f5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 *5 WEIGHT CHANGE 11.5 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 TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F f5 (25' C ±3 ). 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%** 1 %** 1% 0.1% 0.1% BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1,D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN 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 11E HOES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED POR11ON 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 UFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UN11L THE DAMAGE HAS BEEN REPAIRED TO THE SATISFAC110N OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL 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 T00 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 HOES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE: STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: I. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.'. 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFECTION BY PULLING A GO -NO-GO 5% MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFECTION 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 EXCAVA110N 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 HOES 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 CONSIRUC110N 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 (90%) 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 COMBITHERENMUOT BEOF THESE AT LEAST ONMETHODS. FOOFLOODING COVER OVER THE E ALLOWED. PE B FORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDINQ BELOW PIPE 2RINGLINE CONTRACTOR SHALL PROVIDE 'FIRM BEDDING SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILUNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL-SUCE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL "BEDDING MATERIAL' AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, 'EARTHWORK' AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF AL SHALL MEET( THEECCOMPACTON, SANDKS, DIVISION OF IEQUIVALENT. AN GRADCH LAYER ATION REQUIREMEBACKFILL NTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL B THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO ESS 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 B DETERMINED BY THE CITY ENGINEER. 10. EWER PIPE INSTALLATION ATION SEWE PIPE L CONFORM THE PLANS, SPECIAL PROM ON. T E PRICE R PER UNEALLFOOT SHALL OINCLUD BUT NOT BE LIMITED TO EXCAVATIONS BEDDING SI H 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 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 VITEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOES 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 SMALL 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 SHAD_ B TESTED FOR TIGHTNESS WHEN COMPETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE MATH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXALTRATTON TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES' OF THE 1994 EDITIONS, 'STANDARD SPECIFICATIONS' FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES, CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIE 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 B 'I " - PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. f 11. SYSTEM TESTINGOF Cr+UF0� A MANDREL TEST AND PRESSURE SHALL N ACCORDANCE WITH THE CITY O BAKERSFIELDEPERFORMED ON INSTALLED SUBDIVISION MANUAL AND THEE (J"TlZ%/tk RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT VK rT 4S 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 DiI`i L INSPECTION SHALL BE WITNESSED BY THE CITYS 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 -UNE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERUNE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER S, EXTENDING A MINIMUM OF 4 BEYOND THE PROPERTY LINE OR RIGHT-OFEXCEPT WAY UNE WITH 3AS NOTED ON 0- OFECOVER T FLOW UNE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT-OF- WAY UNE AS SHOWN IN THE 'SEWER LATERAL MARKER' DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 17 16. 13. ALL SEWER STUBS SHALL BE CLOSED VW1N 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, N A GROOVED FOUNDATION. 15. STORM DRAIN PIPE 1 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 MATERIZ. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MU ST BE CAREFULLY HANDLED IAT 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 PIP 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 MA',NUFACTURER'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, LAND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING P:4PE 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 AIND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO It 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 FSE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WALL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. DO-MI-4AI:KED 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 1 THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL! SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S ' RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABIUITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHABIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MINOR STRUCTURES 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 SPECIFICA110NS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND STANDARD S-8. DROP INLETS SHALL CONFORM TO THE CITY OF IN ET GRATES SHALL CONFORM TO DETAILSIE TEMPORARLD YON 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 WATERTIGHT PORTLANDON A BED OF GHT JOINT, SHALL ENEEATLY POINTED UON THE INSIDE, AND SHALL EBE SET PLUMB. - 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 TRAFFlC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT WT5 'STIMATE FOR THE WORK PERFORMED WITHIN THE ALL BE POSTED PRIOR TO ISSUANCE OF THE No. ���Or Cd:;�Lj' 06 - OJ" -is' uN(T 3 0fijW U N-1-13 , 77_____________ . .. 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MANHOLE FL FLOWLINE �oz o¢ � o IN , ALL 401.52 LF OF 30" RGJ-RCP r' -0.151 W w INSTALL LF OF 30 RGJ-RGIP ® -0.127. �o INS ALL 231.99 LF 0 18" R -RCP 0 0.20% 1" w a a Z FZ J 0 w F- < o� 00 oo i �O O U toO� e�1 J O� ' Je O '�3 a n O. Z CV 3 N M N� 11 Z J Zs � U M .I� x� M Z J LiJ J m _j11 J N d p Q o zed �U-� co cr'N V0 Nw-j 14 o .j oo+)'�M— ND ciQN V)Z O,Qj -------11L------ APPROXIMATE NISHED cncn? 3 F- GRAD ® CEN RLINE �9� l I 2 Ar o� I To ST ��. - -- -- ------ ------ ------ --- — -- ��— -- --- -- --- -- --- --I — I Li -- --- — --- -- --- -- --- I F "RAIN ' "- - - - 'T DRAIN INVERT18" f -- -- ---�-- � - -- -- IN R 18 . VERT 8 SEWER I INVERT 30" DRAIN i INVERT 0" DRAT I i VERT 3 " DRAIN INVERT 0" DRAT I J INVERT 30" DRAINoot f I � Wi mIM --MEOW,Wft J I N� (� " SE R m INVERT 6 SEWERIN W' ` I � , z19 U , ►-il Q I I I " Jo �.I VERT 8" SEWER ku A !!! —INVERT 8" S WER to V' _moi o F 191N `��g F- ��.1�` H 000 uiZW 03 •O , 03l! � U�.) (� ON Ouiw o� � W to ul o O 'TSA t ZJ00' I� JODW JaJ N Z..1 zJ(O Z jJ Vk -,�C 41d y�Z 6m ? p% 4747 of J ro0 (n H p ui rn O rn t -� ai �n ' pj U a 500 z 09� ,iAjtC{pp� �j xd•N Z ._ M Ztol� Q �iM Z Q 1� M OO Z x ,_ • ,rj I ( Od = M nj03 M 0 .0 47.-0 0 Z O_� 0'�O [Y •-ZZ� �0- 0 +F- f1 G V)FZ' Q (1 ZZ O NZ •Z V), EnNZ Nd V~jZZZ 0~F=M:z - INS: TALL 114 85 IF I— IKI T I I Ir, IIN STALL 261.80 LF OF 8" SEWER ® 0.25% INSTALL 261.80 LF OF 8" S(WER 0 6.25% 6" !SEWER 1.00% 6" SEWER 0 -1.00 NSTALL 231.99 Lt OF 8" EWER -0.35% INS LL 269.0 LF 00 8" SEWER @ 0.35% 8" EWER 0 SEE SHE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 I ^. 45,E 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. ® FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 2 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. mr FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 17+00 oq12 7/1 P, �, rc A- S D �c.� 18+00 19+00 20+00 I► Uf 111 oG -o -/3 �s2 -02 4 --/3 �r.rtT 3 oN1—Y I-2 R :i 22+00 23+00 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 0 LF OF 0.35% F5 316 REVISION 8•- ?_07 APPROVED BY: ROGER 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 r m 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 12+00 13+00 14+00 15+00 16+00 I ^. 45,E 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. ® FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 2 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. mr FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 17+00 oq12 7/1 P, �, rc A- S D �c.� 18+00 19+00 20+00 I► Uf 111 oG -o -/3 �s2 -02 4 --/3 �r.rtT 3 oN1—Y I-2 R :i 22+00 23+00 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 0 LF OF 0.35% F5 316 REVISION 8•- ?_07 APPROVED BY: ROGER 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 r m � � Q �oz o¢ � o > r' W w �o NJ <n w a a Z 0 w F- < o� 00 J\J J r 3 I o _j I F -,riot 1 I o o00 W I �w o i I co �� r= I I O ' UIn CD U OW O oo c� 30O I cv of 934 33 32 2 / Lu / U) I zoo 1 0 1 p__ I o / 00 ++ N I N I Z rnrn I � I N O / 28 + S NN + N < ++ � U I N W' Q ta-h-- N I N I w NCV N I N 25.73 to z // •(. WrQ-F-- --� N N �R/W 1 N NN N I �g8$ -s- dpi, 2 - - -I- -N65 26x6 _i, S� SEWER CLEANOUT NO 0 o STA. 26+21.40, C.L. 5R00L.= S89 2'47"E 6" SEWER S N M FS 400.00' S89'02'47"E 6'_S �WER 130.24' �_ 26+2� 0SEW-E- __1 S89'02'47"E 23+0 24+00 - - 00 520.24' 26+00 1 o M FL 2 N6 . 9 4526'`68 Q� 21 Z o0 0 RT o J o 0 CD \ Qf I C6 o I , ' I U c� \ I wo Q =�o -Z C) I (6 I I �, s \ J + + + W U I \ N N i N i N I N I 20 21 QN 22 N 23 " 24 25 N 0 + I mss, I I U)26 I � I �� N I U N J 1\1 J r J 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 LEGEND: CL INV SD MH CB JB SMH SCO SDMH EXIST ELEV R/W M.H. FL MAINE AVENUE (STA. 23+00.00 TO STA. 26+16.40) SCALE: 1" = 50' HORIZONTAL 1" = 51 VERTICAL 23+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 24+00 25+00 26+00 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 T 0344-56 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. _ _ - _ _ _ © FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 2 PER C.O.B. STD. SW -6. -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. - .@. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. )CD N I APPROXIMATE FINISHED J r "s �� o it')wCD � CD Y 00 I I J ' Z O CU to } GRADE 10 CENTERLINE o I I N 5' 20'c I 20' i J c� / o� IW M I o5 1 J I CD 4 1 3 J 0 1 1- M 2 zwz = Z� MOUNTAIN ro U'aJ>Cl ~ WF NNI oz 43 W m+ ori Z o -I --- -- --- -- � — J i ----I--- �p ------ I W Q I N t o I 00 N I N Q < Q N W' i I � i ; } I LAX Cp6 1 45 W oul I ! i i o J •� i U FL w "_Ow epj U) U) ! C� NZO Z N N R/W--, o APPROXIMATE GRADE FINISHED '0 GEN 9� ................ y Q INVE ! iN SRT �0l� SpA 11 VERT 1 1" DRAIN i } i 6" SEWRTER >C) I w�_ I i8" SEWER INVERT I LLJ INVERT - ._SEWS OL wl ! cn w f QL (A 0 1 w it = N w � - MIT Q N Lu 0 I I J 1 o o o J _-6 O lA --------------------- } I z _j z I z; to U ! �u Lq ion O t i U I J - U O 50 ct' co <t <: y •� z�d- JL ! Q� +,� M I vpNZZ Jn,,M U, - III 1 1LL269 D cvjo SEWER 0 0.35% INSTALL 249.00 LF 10F 8" SEWER 0 q.35% Z 3EE SHEE 4 } UP- ) ( INSTALL 400.i�0 LF OF 6" SE 'R 0 0.6.% I I STALL 30.24 OF 6" EWER 011.10% I � I 23+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 24+00 25+00 26+00 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 T 0344-56 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. _ _ - _ _ _ © FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 2 PER C.O.B. STD. SW -6. -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. - .@. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 589'02'47"E 2 00_ 24+00 N _ 25+00 538.00' S S S - S89'02'47"E 269.00' S89'02'47"E FL --j 0 8" SEWER 269.00' S w \ STA. 8" SEWER ;� `� or _'S • 26+06 23 FCD )CD N R/WCD J\1 J r W Z �� o it')wCD � CD Y 00 I o rn J ' Z O CU to a I o I I N 5' 20'c I 20' i J c� / 16d IW M I o5 1 J I CD 4 1 3 J 0 1 1- M 2 zwz = Z� MOUNTAIN ro U'aJ>Cl ~ WF NNI oz 43 W m+ ori Z o IN' N I SEE SHEET 13 a6 144 O �p U-) ,,� N U N I W Q I N t o I 00 N I N Q < Q N W' (W N Q Q m vu N LAX Cp6 1 45 W oul I o` W CLN �� 9e Tp 1-Q- z o J J\1 1 r U FL w "_Ow epj U) U) 589'02'47"E 2 00_ 24+00 N _ 25+00 538.00' S S S - S89'02'47"E 269.00' S89'02'47"E FL --j 0 8" SEWER 269.00' S w \ STA. 8" SEWER ;� `� or _'S • 26+06 23 FCD )CD N R/WCD CD I � W Z �� o it')wCD � CD Y 00 I o rn J ' Z O CU to a F -- W ! N N 5' 20'c I 20' i J U o N7 142 r o m Zoo 1 J .- Q zwz = Z� MOUNTAIN I U'aJ>Cl ~ WF NNI oz 43 W I N m a SEE SHEET 13 _ I 144 O C> cp I a ' Wg Z w -j (-n U O m I Q r— I--,a-I N NNI (W I FINISHED m vu Ow (---)j N 45 W oul I o` W CLN �� 9e Tp 1-Q- z o J J\1 1 r U 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 INST/ 8" w IM 8102'34"E 35,04;88RTa 0 Qo 0 o Z 41 N o I IN W 5' 1 CD z w G) N I + I N o 30' SEWER CLEANOUT NO. 4 45 Z izF, 20' 1 20' SEE SHEET 10 to g Lo i , LLj N N HOLYOKE DRIVE 'I j En N SEE SHEET 10 J 1\1 J T J I SAMUELSON STREET (STA. 23+02.49 TO STA. 25+76.49) SCALE: 1, = 50 HORIZONTAL 1" = 5' VERTICAL 23+00 24+00 25+00 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 26+00 } N F F n I W -t C~ to Y HOLYOKE DRIVE Q o I� SEE SHEET 10 C5 `�' z F -- W ! N i 5' 20'c I 20' i Q� m �z o o � of W� r o m Zoo 1 J .- Q zwz = Z� MOUNTAIN I N �� oz N W J I m a SEE SHEET 13 _ I -� O C> cp I io Z w -j (-n U O m �� in a^ r— 0 3 (W 4----��--- /#PPROXIMATE FINISHED m vu Ow (---)j N 45 W oul -o _ + N oQN 41 o` W CLN �� 9e Tp 1-Q- z o U o` GRADE 0 CENTERLINE U o a w "_Ow epj U) U) ! C� NZO Z N N R/W--, o APPROXIMATE GRADE FINISHED '0 GEN 9� 01 of N y Q Y ! �0l� SpA 11 VERT 1 1" DRAIN i } >C) w�_ i8" SEWER INVERT I INVERT - ._SEWS OL wl ! w f QL (A 0 1 w it w � - L N z Q N 0 0 _-6 O J �u U I J 50 ct' co <t v-. JL vpNZZ III 1LL269 - SEWER 0 0.35% INSTALL 249.00 LF 10F 8" SEWER 0 q.35% 3EE SHEE 4 } I 23+00 24+00 25+00 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 26+00 r FL 18" DRAIN N00'57'13"E 25.42' N M S89'02'47"E 11 203.90' S8902'47"E S89'0247��0 0 145.19' I z g I 18" DRAIN �n `�' p o iM DRAN I N F F n o I oo W -t C~ to Y HOLYOKE DRIVE Q o I� SEE SHEET 10 C5 `�' z F -- W } O N i 5' 20'c I 20' i Q� m �z o o � of W� r o m Zoo 1 J .- Q zwz = Z� MOUNTAIN I N �� oz N W J z m a SEE SHEET 13 _ I -� O C> cp I io Z w -j (-n U O m �� in a^ r— 0 3 (W o r- °° `t m vu Ow (---)j N 45 W oul -o _ + N oQN 41 o` W CLN ;� 1-Q- z o U o` oi�-- 17 U o a w "_Ow epj U) U) r- C� NZO Z N N R/W--, o APPROXIMATE GRADE FINISHED '0 GEN LINE 01 of N y Q Y ! r FL 18" DRAIN N00'57'13"E 25.42' N M S89'02'47"E 11 203.90' S8902'47"E S89'0247��0 0 145.19' I z g I 18" DRAIN �n `�' p o iM DRAN I N F F n o I oo 0 0.51 -t C~ to I3::z Q o I� c C5 `�' z F -- W N d• 04,^ N x 5' 20'c I 20' i Q� m �z o _ g U o 30' 30' I 0 003 a r o m Zoo 1 � Q zwz = Z� MOUNTAIN o N ►� �M> oz RIDGE DRIVE W J C; _j II w m a SEE SHEET 13 0 i s z j>w w I 0 0 Z w -j (-n HOLYOKE DRIVE J45' �� in a^ r— 0 3 Z °° `t m vu Ow (---)j N N N N + -o _ + N oQN 41 o` W CLN ;� 1-Q- z o U o` oi�-- 17 U o a w "_Ow � » w W N C� NZO Z N N R/W--, o APPROXIMATE GRADE r FL 18" DRAIN N00'57'13"E 25.42' N M S89'02'47"E 11 203.90' S8902'47"E S89'0247��0 0 145.19' I z g I 18" DRAIN �n `�' p o 364 362 360 358 356 354 352 350 348 346 344 342 iM DRAN I F F n o I oo 0 0.51 tR/ C~ to I3::z cr_ o I� c C5 `�' z i Q In N d• 04,^ N x 5' 20'c I 20' i o N m �z o _ g U o 30' 30' I O z 'r' Z r o m Zoo 1 1 1 45' Q zwz = Z� I _-'� 40 = CUD 1 NN O a+, a+, 1 _z n r i= °' � i w Q> V) V)N / I 1 c0 F 0 0 I J N i� L` w 0m ++ HOLYOKE DRIVE mU- �� in o: w EN cy) _N SEE SHEET 10 N Z QQ J 1\1 J r o 1 364 362 360 358 356 354 352 350 348 346 344 342 OYSTER WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL � �-iNsifltt-4s---t 18" RGJ+RCP 0 0.51% F eF - �____���� (INSTALL ,1145.19 La — RGJ-RCI 0 0.51 c� Q nof I3::z c n -Liu► N d• 04,^ N to N O I m �z o OI— Cl U a0 O 34' r o m z u' a i 1 1 45' Q zwz = Z� V dao 00 OOi A CJ UOM = CUD QQ 3 z��, = Zto O did W �rj m i= °' Z O�cf UC] Q> Q w woo g I J N i� L` w 0m ++ 0++- mU- �� in o: w EN cy) _N N oz Z QQ o_ �_ F_ o MOUNTAIN (---)j N N N N D_ o RIDGE DRIVE a _j SEE SHEET 13 m oi�-- o » aof � » APPROXIMATE w w <zz N GRADE OYSTER WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL � �-iNsifltt-4s---t 18" RGJ+RCP 0 0.51% F eF - �____���� (INSTALL ,1145.19 LE OF 18"I RGJ-RCI 0 0.51 " �,� O tCb� ��W/ F 7t •T -Liu► N d• 04,^ N V � N O I I „ = �oN U a0 O U 1,� r2 ,-. Elf C, i z' _ - w foo ao zwz = Z� V dao 00 OOi A +ta. LJ z��, = Zto v �o OQN �rj m OZ O Q> Q ir co ( 4_m I-ZI V) �� in M N - w Myo? �� Zz m oi�-- o » aof � » APPROXIMATE <zz FINISHED GRADE APPROXIMATE GRADE FINISHED '0 GEN LINE 3S20.Tp Q Y ! �0l� SpA 11 VERT 1 1" DRAIN i } >C) w�_ INVERT 8" DRAI 10+00 364 362 360 358 356 354 352 350 348 346 344 342 11+00 as/2711a L)An- 4-S 0011-1 U"LT 12+00 364 362 360 358 356 354 352 350. 348 346 344 342 364 362 360 358 356 354 352 350 348 346 344 342 rn O to M rn 0z0000 U � � z I < J Ld U 00 W cp o N CV LliY n x w pOf U1 U) INSTALL 25.42 ,LF OF 4 18" RGJ-RCP 01-0.16% O tCb� ��W/ F 7t •T N d• 04,^ 0 O N 0 N - d 111 Z -� - a vo} z J UWw „ = �oN U a0 O U 1,� z F -M +ta. LJ U- 000 - OQN �rj m OZ O Q> Q if ( Z w I-ZI V) c HOW NZP N - w } APPROXIMATE >_ o FINISHED GRADE z I 0 PIPE Q Y ! cow 11 VERT 1 1" DRAIN i } as/2711a L)An- 4-S 0011-1 U"LT 12+00 364 362 360 358 356 354 352 350. 348 346 344 342 364 362 360 358 356 354 352 350 348 346 344 342 rn O to M rn 0z0000 U � � z I < J Ld U 00 W cp o N CV LliY n x w pOf U1 U) 4 b/ Vol > U U 1,� r� z w U� z Q Y cow >C) w�_ OL w QL 0 w it w � Q N 0 0 w z Off„ d: a CO ~' T+ ac CD oN N 0 �2<O_ WNIm �0) �Z0Cj>- 0 oc + =WCDCC03 O N CC Lu UJ■ �OQH X omc C-4 W■F, O co LLJ I- Z=di �cc< W'=) co) ti 'z cc O oQ CO) 04 ` zW W W Z = zi 30-14 r'r -%'r C•�. Lo V Rj- u D Hrk,4 0 -(a -7-7 L — S cFti I .p \ \ XOOo O \s 016 1 QOF o��s_ 9 N64 49 6Qs6, 17 I S89'02'47"E ro CxjEPNO�C /F- S�P• 18 1' 19 0 F - 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 S89'02' J ��� 1 r 1 1 1 I I I O I J J I 15 1 14 d 13 112 O I I O O � o + ' + 1 I � I V) R/W c04 M FL J i 11±00 - - - 12+00 47"E o 6" 7T7S5.00' 'o N FL 0 o II R/W o I N , N 0 I N of to 1 00 to ZJw I + + w U (n cv � 1 = 0 0O I N 20 121 ++ I 22 V) W rr I (i) N N I I , J ��1 1 Jz 30_" DRAIN b81.05' 7=-- 14+00 gg S89'02'47"E II INSTALL 35.0 11 N co N 8" SEWER I 291.53 C) , 5.46% O to Z co Z M S89'02'47"E 171.05' J MERCHANTS LANE I I z to to Q I 38.98 L �\ \ z Iw \\\N ,� 25 126 aZ SEE SHEET 10 II o II O O ro Z_- � II I N 0 I o< Y, P, F_ 6��! Z I I SEE DETAIL A N coo I Jw W N 1 °w° I 20' I 20' I o ((o r I I I 1 `� r 0 I 20' 20' 23 I OW I I N O�Fi O U4- I � I I O r w Q Q 0 tri J I Ci �; 30' 30' 1 N N M 1 ^ , SEE SHEET 11 O _Z Z Q =0o ; O 11 J 1 10 JJ �� _ 5 _Z _1QOJIIW d' I <J �� F- o I �� '' -0' ` 1 � o I lo wCj0ZC�Ww o l " ------------- CAT I Z _ �� n co °o �io to 0 I , �I �I s I a sir N �w� g N N •cl- g I w K O (l OjQQ iii v~i v~i Z •� a oo U I r7 U c0 CO I Z Q x c0 O m 00-i 1 i� 00 CD CD I C S7g 30'10E O 01 �. c0 ���`` o w coo N + + I ¢ al c or o 0 + I + + m + �' W tf) O + 00 a r N + L0 a N N i 6j , W q. O I D L'.. to to m¢ v oto o I z + O r �- ¢ Q = , .- INVERT 18" O QQ ! Z Jxd W Z .tMxo= �'M g U FOW I U fINVERT RAI, F-- N N N `\ N \\ Q FF C (n (n 3 O Z Fa--FQ W N N (n Z D m I LJ U. c~n i I I Z6s. F)r v)l Z 295.48' + b= S89'02'4a"E - - 30_" DRAIN b81.05' 7=-- 14+00 gg S89'02'47"E S INSTALL 35.0 11 N co N 8" SEWER I 291.53 C) , 5.46% O to Z co Z M S89'02'47"E 171.05' HOLYOKE DRIVE S d0 + + I I z to to Q I 38.98 L �\ \ z Iw \\\N ,� 25 126 `� 0 I L j % � I o II O O ro Z_- � I 0 1 N 0 O N o q i Y, � 6��! Z I I SEE DETAIL A N I 4 3 Jw W N W 0 0� �' THIS DRAWING � a o I III 5' I I (oo " I `� Z I 20' 20' 23 I 24 I ti o a I 30' 30' z _ OJJ � I LOM O r w Q Q � , 1 J �; CALYPSO WAY co 1 ^ , SEE SHEET 11 , > , - „, wcq = CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 500.00' 92.01' 46.13' 10.32'36" 2 500.00' 92.01' 46.13' 10'32'37" 564'49'37"W 38.98' , - 5+00 18" DRAIN —89'02 47 t 111.69 S86 -44'14"E �- 61, p J INSTALL 35.0 11 N co N 0 N I N C) , 5.46% O to Z co Z M JX O HOLYOKE DRIVE S d0 + + I I z to to Q I 38.98 L n i N F- 25 126 `� , I � I v~) (i v~) 1 1 l I QUEBEC AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 16+00 1 -, O _ 8" SEWER S _ - _707.44' 35 I 34 I o - _ R S 269.8g` 19+00 I SF [` ooS ,_FL N tet- _ I SFF RM r 11 N C-4 ' o _ 319.5 -'�S �_� 20f oo 1 rn p 0) I ND ^� 2 Ci41 N (1 o N d I l I r cP 25 27 (D (o 0 � N d Q \ 0 I ' Q I � ' r-wLo (5' - COO/ 28 1 Q 1 ILu0(n 4-- \ 29 o� z 0)00 �� \ '¢ 00 ++ �' A mcn 30 t \ J ��1 J r J 61, p J INSTALL 35.0 LF OF - F INSTALL I 18" 18" RGJ}-RCP ® 5.46% cn HOLYOKE DRIVE ' ;• 1 I I I 38.98 L Q u S HEET 10 o 7 I , I M Nd II � L'.i o l I to o 6 I 5 O� N� Y, 20' 20' I _j� I �' I I I 4 3 O W 0 0� �' 30' 30' Ojjw J (i. a , co 1 �, c 1 I V) (y4 INSTALL or 1 SOF 30" V7 I I ti o a I z _ OJJ 5, I I LOM cr � , ih6 o J TUU co 1 ^ , I , > , - „, wcq = + U) _ ' f co I ' b� N Moo O I -0' ` w rn lo Z ------------- CAT I Z _ R/W d I � � � I co °o Cl0 r I , �I �I 17+0p ! _ 1 m Ln a+, OjQQ iii v~i v~i � ' N FIL r0 lAF CD CD �- S7g 30'10E S�-=��+oo �' o ' �' O M 1 _ IAPPROXWATE 6" j 04 SES 35 I 34 I o - _ R S 269.8g` 19+00 I SF [` ooS ,_FL N tet- _ I SFF RM r 11 N C-4 ' o _ 319.5 -'�S �_� 20f oo 1 rn p 0) I ND ^� 2 Ci41 N (1 o N d I l I r cP 25 27 (D (o 0 � N d Q \ 0 I ' Q I � ' r-wLo (5' - COO/ 28 1 Q 1 ILu0(n 4-- \ 29 o� z 0)00 �� \ '¢ 00 ++ �' A mcn 30 t \ J ��1 J r J 10+00 11+00 12+00 13+00 14+00. 15+00 16+00 17+00 18+00 19+00 358 360 356 358 354 356 352 354 350 352 Q 1 348 350 346 348 1344 346 342 344 340 342 338 340 336 338 334 336 ZJ^'d O �; M 332 Z o 330 w �- WIQ-�j 328 326 20+00 C0 0 0 N 0 C� II z Q3 z II O I (p J O J W I W r 00 O O- 1 W J I I O L0 r N I N O r o I z Q I S U O Z (J I CU U U O C9 13 '12 �� 19-�r 0.011 10 � W 1 U Lo o 0 ++ _ +w °0 +W Zw (Wn ++ CD coir NN N= Iii. N= Of= W NN � I a cn o r V) O N F- r r I + Q O QQ U QW 10 Qw = W Z QQ I r`� J �- !- F- ►- W Z F- W ao W ►- F- U) (f) Fi N N W fn (n _u) c� N N d FL 24" DRAIN SEE SHEET 11 S89'02'47 E 30" DRAIN 181.05' 12+00 S89'02'47"E 295 8' + b_ b - S - 89'02'47"E- - -171.05' F 4+ob-- 5' 8" SEWER S o � O � M O __ FL O a A \ tea' a� , �- o z oo 0 0 Mo of u') 23 R/W 0 o z 6 �w z � I m h 00 OD ^ 0 a I Q 7 o 1 oN :n N 1 ~ F m 1 W U n pN� r 1 O O O 'O) 1�� � pN� W 00 r Nui d'� N to Q IZ N O N cj C14 C) In N `.' N� 00 U I J �j Z cr z Z Z Mj _W CO N Z J jJ -) 11 LLJ (r I J� J� Z Jj-i' O E� 22 UWW W�oI Co I =moo wci0 UWWI 24 0 � z ri w- i-06.61 "� I I g ao ao Z J J N� m Q r- Fi d 4d- F z d.� a Q NWlil W m W m Pe) J O 0o U-1 � 0 3 mW W r'n'n , 5' 0)m 00 MM m to u: Q a w + cn ++ �' 0 ++ ++ _ NQ(n LL_ NSI 20' 2D' , NN w MF7 �0-- F7QN1 Mir 0 dQI 30' 1 30' 1 o ad 0 dQ �' d�� {� N- O W Z F-- F- I• F- F- Z F- F- F- ow I NZO W V) V) (n NN W N(n (� v)Zto 0 CALYPSO WAY SEE SHEET 11 e. \ DETAIL SCALE 1"=50' HORIZ. �6 61, p INSTALL 35.0 LF OF - F INSTALL 45.00 LI� OF 18" 18" RGJ}-RCP ® 5.46% cn IGJ-RCPIO —v `I rfN �^ �' INSTALL 38.98 L OF M Nd II Nom: ONII to N� N C O� N� uj _j� I �f = _juj O � u Lyi Ojjw J (i. a CU ..(D 2UCD0Lu ��e-F7 •� V) (y4 INSTALL 1131.05 LF SOF 30" V7 0.12%� Z I 118" RGJj-RCP ® Cl Lq 5.28% LOM cr � OO M M' m M � � D+I F- r +F -I = + U) -0' Q w lo Hj ------------- CAT I Z Hj U �w C{J(nzm Fa -OW IW I ! in ZZ WNZ CSV) FQ-Ow w r0 lAF �- r0 y 1• i- O M i - IAPPROXWATE �I FINISHED RADE 0. PIPE I 1 � t I ( INVERT 18" RAIN Z Jxd W Z .tMxo= I fINVERT RAI, Z 2-{�MO O Z m._.J.Lai i FT7 _13 UO0 4W � �N r> > Lj U II J _wJ•W-�- WJ U- O�a S i I I Z6s. F)r Z ao I Q ► F- lr=zz o-- co 5::t lo'�{� �? �0 �g� mow ' PPROXIMATE Fl NI f HED i { rn 1 I I gN of + zz I, o ti Q j U) -16TH i o �I - -- -- -----1- --� --- i I INVERT 16„SFF ._... _ r ( _ I IINVERT I 8" DRAIN _..,...�._— INVERT" SEWEf E3T_30„ j i I INVERT --�— --� —� d Iz NVERT 8t' SEWER i I Q � r CNA �m q�� o I rowcq t�W(n mx x AD,* cli �� Z -!co I 'O I z Um C5 3: U-_0�,' ` O z --f!! O aOd• J �� OU S :.�� i 1 I �- oN .M� Jr7 I Q Q� end I Q MM I WiO W 3 ZO w�Z ! ( ( fY pZZ wry 1 j> 3¢ j S�j >:>: I INSTALL 175.00 F OF 6" SEWER -1.89 I INSTAL 291.5 LF OF " SEWER® -0. % i INSTAL 207.41E LF OF " SEWED ® 0.78% INSTALL 319. '7 LF OF 6" SEWE, ®1.00! 10+00 11+00 12+00 13+00 14+00. 15+00 16+00 17+00 18+00 19+00 358 360 356 358 354 356 352 354 350 352 Q 1 348 350 346 348 1344 346 342 344 340 342 338 340 336 338 334 336 ZJ^'d O �; M 332 Z o 330 w �- WIQ-�j 328 326 20+00 C0 0 0 N 0 C� II z Q3 z II O I (p J O J W I W r 00 O O- 1 W J I I O L0 r N I N O r o I z Q I S U O Z (J I CU U U O C9 13 '12 �� 19-�r 0.011 10 � W 1 U Lo o 0 ++ _ +w °0 +W Zw (Wn ++ CD coir NN N= Iii. N= Of= W NN � I a cn o r V) O N F- r r I + Q O QQ U QW 10 Qw = W Z QQ I r`� J �- !- F- ►- W Z F- W ao W ►- F- U) (f) Fi N N W fn (n _u) c� N N d FL 24" DRAIN SEE SHEET 11 S89'02'47 E 30" DRAIN 181.05' 12+00 S89'02'47"E 295 8' + b_ b - S - 89'02'47"E- - -171.05' F 4+ob-- 5' 8" SEWER S o � O � M O __ FL O a A \ tea' a� , �- o z oo 0 0 Mo of u') 23 R/W 0 o z 6 �w z � I m h 00 OD ^ 0 a I Q 7 o 1 oN :n N 1 ~ F m 1 W U n pN� r 1 O O O 'O) 1�� � pN� W 00 r Nui d'� N to Q IZ N O N cj C14 C) In N `.' N� 00 U I J �j Z cr z Z Z Mj _W CO N Z J jJ -) 11 LLJ (r I J� J� Z Jj-i' O E� 22 UWW W�oI Co I =moo wci0 UWWI 24 0 � z ri w- i-06.61 "� I I g ao ao Z J J N� m Q r- Fi d 4d- F z d.� a Q NWlil W m W m Pe) J O 0o U-1 � 0 3 mW W r'n'n , 5' 0)m 00 MM m to u: Q a w + cn ++ �' 0 ++ ++ _ NQ(n LL_ NSI 20' 2D' , NN w MF7 �0-- F7QN1 Mir 0 dQI 30' 1 30' 1 o ad 0 dQ �' d�� {� N- O W Z F-- F- I• F- F- Z F- F- F- ow I NZO W V) V) (n NN W N(n (� v)Zto 0 CALYPSO WAY SEE SHEET 11 e. \ DETAIL SCALE 1"=50' HORIZ. �6 SECTION A SCALE 1"=50' HORIZ. 6 1"=5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 T.O� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION` 1FESSI r LEGEND: ABBREVIATIONS SECTION DESIGNATION: • S FURNISH &INSTALL SEWER PER CITY STANDARDS CL CENTERLINE SECTION LETTER �. 333' S`s' r` • j� �" 1 m°`JJ: INV INVERT ® FURNISH & INSTALL SEWER MANHOLE SO STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ p` ��° F'` ",o 33 MH MANHOLE ff, i CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW -6. SHEET WHERE SEGTION IS SHOWN ��`�`Ir~CAL1��'s-'✓ s4'J CIV1� •�' SMH SEWER MANHOLE SCO SEWER CLEANOUT -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE w, •p;;• ��� ® FURNISH & INSTALL STORM DRAIN NOTES : 1 ALL CATCH BASINS ARE TO BE TYPE "A" r\ T F EXIST EXISTING )�� ELEV ELEVATION MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. f 3 R/W RIGHT OF WAY .�. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 1'( •c� - O t� l lT "J b nj �-Y I. M.H. MANHOLE TYPE "A" PER C.O.B. STD. D-14. N FL FLOWLNVE UNLESS OTHERWISE NOTED. u L ON 1u�tA 1 D P A � �� �a �� � r' 61, p INSTALL 35.0 LF OF - F INSTALL 45.00 LI� OF 18" 18" RGJ}-RCP ® 5.46% cn M Nd II Nom: ONII to N� N C O� N� uj _j� �f = _juj O � u Lyi Ojjw J (i. a CU ..(D 2UCD0Lu ��e-F7 •� d Ur ., aE d'a Z (n U>wW) J i• V7 d'O Z ( t, on OD LOM cr � OO M M' m M � � D+I F- r +F -I = + U) -0' Q w lo Hj ( �i¢-jjj I Z Hj U �w C{J(nzm Fa -OW IW NZ V) in ZZ WNZ CSV) FQ-Ow w -- 1• i- - i - IAPPROXWATE �I FINISHED RADE 0. PIPE I 1 � t INVERT 18" RAIN fINVERT RAI, f SECTION A SCALE 1"=50' HORIZ. 6 1"=5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 T.O� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION` 1FESSI r LEGEND: ABBREVIATIONS SECTION DESIGNATION: • S FURNISH &INSTALL SEWER PER CITY STANDARDS CL CENTERLINE SECTION LETTER �. 333' S`s' r` • j� �" 1 m°`JJ: INV INVERT ® FURNISH & INSTALL SEWER MANHOLE SO STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ p` ��° F'` ",o 33 MH MANHOLE ff, i CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW -6. SHEET WHERE SEGTION IS SHOWN ��`�`Ir~CAL1��'s-'✓ s4'J CIV1� •�' SMH SEWER MANHOLE SCO SEWER CLEANOUT -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE w, •p;;• ��� ® FURNISH & INSTALL STORM DRAIN NOTES : 1 ALL CATCH BASINS ARE TO BE TYPE "A" r\ T F EXIST EXISTING )�� ELEV ELEVATION MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. f 3 R/W RIGHT OF WAY .�. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 1'( •c� - O t� l lT "J b nj �-Y I. M.H. MANHOLE TYPE "A" PER C.O.B. STD. D-14. N FL FLOWLNVE UNLESS OTHERWISE NOTED. u L ON 1u�tA 1 D P A � �� �a �� � r' m Z O w w a 0 t;,-��75 7 ASHE ROAD SEE SHEET 13 tr z p .33 LF % �R/W O CO INSTALL 186.99 Z w Qm I � F- w < ul 1 W II R/W tr co L) W a C� 55' -11 < j d -Ci I L'i 65' 38 F a R/W I� rmi I N o I <F M 25' 23' z O .33 LF % o I -0.301 CO INSTALL 186.99 Z w oM I � F- w < o o++ II R/W tr o I 35 C� M d N! O I L'i N 38 F a R/W I� rmi I N o I SELMA STREET QSEE SHEET 9 J a\1. 1 r I ' 20' 120' I I I w o I Y � ma 1 JM4 I II << I o 0 0 r, *) ( I I II I o3 , I v)J o o o N II. I 30 N g ' 31 N o. I o0 32 ' 3 d3�fz'��'�-� d'��O JMJ F-: M �tY I O =Q 10 acwil cJSIJ� a v CD z �w``' TT+ I o Z I o z .jQ I _i_ i C I a z a'M N,�`'� I I� N _ _ ivo I civ I a I� n N I J Co O m OW W ( tp I I n Z oo d Z MM MO W)n' N U ++ t` N �¢N I o++' co < rnrn I w rnrn I o W 29 < �� O] NN p ++ N ++ M N 3 as o a U dna 3 j I + MM I W MN + , + cavil ci c i W N cizo tiro I I z , o da as cnul ~ / FL / 2217' `� \ - --4— - �� I— _ /W _ J. S00'5T13"W 45.00' 6" SEWER / m t t +00 02'47"E 225.55' 18" DRAIN t 2+00 S8902'47"E 172.97' S8902'47"E - - - - - -S89.02. 7"E +. X169, 0 S8902'47 "E 24" DRAIN 78.33' S8902'47"E t3+00 - 24" DRAIN I a O I .33 LF F 24" R o I -0.301 I INSTALL 186.99 LF OF 21-- RGJ- I N o O I � F- w to N M o / n Ito ' R/W tr i I 35 C� M O N! O O L'i z Q I 38 F a R/W 40 rmi I N o I <F M ( M _= ci o I I 12 X w WO CD d d I ,_ z to Z I m JM o N ,\ �� M I (ii o o o Ft o J J N O S o o 0 J o 0^O Q a in 20' M M 1 3 + ai � ao ao uwi + CN N Cy CN 04I D ++ I U� I I rJ8' J =� YO U f I M Z MM 1 JJ I M �' O_O I 30' F_ 65' w 10 0o d , ri < "r*i "? ppI O o odd �F- M un oda cfl N QMM m� I tri N N � •-) � + tcj O � I _ a + ccn En cn � N ( coo I 75.00' I � Z of 28 2 7 � w 1 ��1 civ o I 26 25 m FL orZ a I I No 1 18" DRAIN ASHE ROAD ,� `� < MCD I ++ cam' Po 4 5 SEE SHEET 13 3 , , t I J ,\� 1 /I �' N� S892'47"E t 3+ooi� 4 DRAIN 186.99' -Is -02-M mw I l I I , n J 1\1 COASTAL LANE SEE SHEET 11 I I \ I I .33 LF F 24" R o I -0.301 I INSTALL 186.99 LF OF 21-- RGJ- � I Lu to N M I \ < I i 34 35 w o . � a Sa M o� ++ 36 Z THIS DRAWING 37 38 39 40 d I 20+ 0 � d to 24 N a` 12 M CD t o Z Z < = �o I o CID - +I- I a + o I o I 0 0+ \ 20' 0' ZO I 00 C> m o►- W C"M + I I N I I N 0^^ U� I I O N , I o N o p p z w 3 30' I 3d' 346 I I odd �F- M un "' cfl N QMM rnrn I °° z F -F- w (n(n vnV) C� (n V) R/W I I _ a + N I o ! N ( coo I N J^^ Zoo I y 5 I__ -- , -- - -' m FL w a I + + m� S8902'47"E °i N 18" DRAIN cli o12 tri ,� `� < MCD I ++ cam' Po 4 5 i 1 — IN S8" UJ S892'47"E t 3+ooi� 4 DRAIN 186.99' ' 1;< 00 M03 + + U o 11 S89'02'47"E I +`ANN I f- FL Z < ,Q N o R/W A Sad uwi v~iv~i I Qo �� R/W-/ `� �^ MiP7 NV) I I ' I N' ¢ VWi V' -i v~i Z < Cr_ z 1 < ' n i ---- -- M 334 -- -- - - N --�^-^--- M > --�-- N - -� -- ---�---- -- / U) - ✓ I r 18" 13 -F '� N tPo $ 8" SEVR S 400.00' Ll 15+00 16+00 S8902'47 E N M IV - L -- .33 LF F 24" R [ -0.301 N INSTALL 186.99 LF OF 21-- RGJ- P 0 -0.15% 3 Lu to N M I Of 0 < I i I o Ip w o . � a Sa M N N SEE DETAIL ACIR 1 Z THIS DRAWING U 15' I INo I 20 ► 20, I 20+ 0 � d to 24 N a` o oz M tNOwli ' t cn CABOT WAY Z < = �o I , W U z 32 Lid , 33 SEE SHEET 11 CID - +I- N ~rkf ~ 1 O p M Icli I M I n ' M t[7 C M p + + ul t co N 23 ( 22 U) i 1 I I 1 I THORTON AVENUE 330 328 326 324 322 CL INV SD MH CB JB SMH SCO SDMH EXIST ELEV R/W M.H. FL SCALE: 1 of = 50' HORIZONTAL 1" = 5' VERTICAL 17+00 - FL R/W 0 0 00 I rn M I M In r- d I d U- N 21 20 U' I I ES _�_ 8" SEWERS 18+00 t9+00 700.00' F- F- o a tai 1 I Ln Lo; Im °° I 00 I `n 19 18 c/) i I I { I 1 U\1 1 r DRAIN i SEE SHEET 11 I z CATCH BASIN NO. 21 SEE SHEET 11 - i STORM DRAIN M.H. NO. 25 I SEE SHEET 11 14 1 I 15 1 T INSTALL 17 .33 LF F 24" R J -RCP 0 -0.301 N INSTALL 186.99 LF OF 21-- RGJ- P 0 -0.15% co Lu to N M I CI N �M dN I Z3 I I Nw w o . � a Sa NII z� 400.00' 1 Z U i• a U S r d `) -jo0 , �N 20+ 0 � d to opo MO N a` o oz M tNOwli ' 350 J I Z < = �o I , W U z 32 Lid , 33 0 CID - +I- N 30 1 31 �n Z �� I Q tn� cz-n trite o r�o I F MO N \ M w ZO 0 0 00 C> m o►- W C"M + I 0 0 0 r °0 ' M I M Qa'd iz0 <� I In 3 I + 346 z- Op I odd �F- M un "' cfl N F- VI � f- I i 0<<nj •- z F -F- w (n(n vnV) C� (n V) R/W rn 344 O - - - - - � - N N Z I -jJ FL w a I d S8902'47"E 11 c3( , 18" DRAIN o 17 16 `� 1 Mo ' cam' Po 4 W i 1 18" DR IN S8" •''N S892'47"E t 3+ooi� 4 DRAIN 186.99' ' 1;< ui (n M03 + + U o 11 S89'02'47"E I +`ANN I f- FL Z < to �k O c. o R/W A \�a COASTAL LAN! I Qo �� R/W-/ •4c �^ MiP7 NV) SEE SHEET 11 DRAIN i SEE SHEET 11 I z CATCH BASIN NO. 21 SEE SHEET 11 - i STORM DRAIN M.H. NO. 25 I SEE SHEET 11 14 1 I 15 1 T INSTALL 17 .33 LF F 24" R J -RCP 0 -0.301 H INSTALL 186.99 LF OF 21-- RGJ- P 0 -0.15% JM p Lu 354 I CI N �M dN I Z3 I 3 Nw w o . � a Sa NII z� 1 Z U i• a U ' r d `) -jo0 F- o I JF - i of 0 ' U d W J J 352 � d to opo MO N a` o oz o °'-° oN - tNOwli ' 350 J I Z < = �o I , W U z 32 Lid , 33 0 CID - +I- N 30 1 31 �n Z �� I Q tn� cz-n trite o r�o I F MO N 348 M �' ZO M MCD 00 C> m o►- W C"M + I O p p ++ -- '- +W = +W V) ++ N Qa'd iz0 N I In x I oo-=i:a:t w �� I + 346 Cu Ci I odd �F- t o dw U aw z as I "' F- VI � R/W-`- � fn V)N z F -F- w (n(n vnV) C� (n V) R/W Q � 344 '-- - - - - - � - N Z . O W to J �N 1 FL N t lmd,�� W i Lo Zr -Ir N W S8902'47"E 169.83' 18" DRAIN o 0 o� Z • M. }1 I \ Jt N S8902'47"E 1 SEE SHEET 11 SEWER iO cam' Po 4 W i 1 18" DR IN S8" 3.40 S892'47"E t 3+ooi� 4 DRAIN 186.99' t 4+ao 24" DRAIN 700.00, is+0o 0 0 SEE SHEET 1;< NVERT 1 U o 11 S89'02'47"E Lu f- FL Z < to �k O c. o R/W A \�a I Qo �� R/W-/ •4c �^ MiP7 M� I D p 1 Z < Q O 24 a0 W M 334 I F- � � ' N + t"- 1' ' to IM M > OOC'JrnOM Im O� N C0 (Al O N OpC'4 O� I Co O M + 332 26 ' t) 25 NMj NZ z j� (V CV OdM O NZ NZ N N M lz IO LnIzJI j 0 + 1- U Uo o I -'tr �� z-!°� 1 23 < � NZp a I IN I= Uo W UQ Ut?w 1- 330 Lr- �`-rt0 M r N: M► i d MM N�li (I r I m 0 ao'n'n ( Z_ t--�5' (< oo �� m 328 i LO� Z + 'n U M -'V) torn ++ W MMI 20' I _ 20 rnrn MM M4 W I O I+7r j L-�� U �-�N , <w < I O -•- I 30' 30' I U' N zz < o as oda U aM N NN W NN Nzo .326o m (nzo cncn N z z WAY F- N F- N ? 324 —APPROXIMATE FINIS ; ED DETAIL A 322 SCALE 1"=50' HORIZ. 7 -- D l w Z a GRADE 0 C ENTERI-14E p o 3�s N - - - - - - — - - - -'--f--- - -- ------ 34 w w Tp,� 5 i -- -- --- -- --- -- - - -- --- -- --- -- - ----- ------ o r` w F -o 0 0 0o 0 0 - ` INVE T 24 DRAIN # - - - - - N VER DRAW z O InVERT n SEWER 0 W W uj co Lu 1.111111111,6 .. I- t J J J O O CI- M Z� ! � WJ in W 1 W zdi z-1 z ? z� 0Z F- Q� wd 2 _Lwo �, n (,. -1 =M t� O' ZO j lcl WnM Z H O O U+1- M�. �� Oz M+ � o d'N ZO ' - d 3a d . zz ItSTAIL 12.97 LF OF N VI zz N N Z STALL 00.00 L OF 8" EWER -0.50% N SEWER, -1.00J INSTA 400.00 LF OF 8 SEWER ® -0.35XI 10+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 & tl 11 lip J;Q 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 _ _ _ _ _ 2 © FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. ---.--D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. t.�. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. r Q6 -0--f 13 U j Vol"UNfi3!'_Z_ aN� . 1 1111 L -4 M T 1 7 ry} A y' p AJ 0 REVISION �' 7- D 7 APPROVED BY' ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY:ie MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 348 346 344 342 340 338 336 334 LVT V V LITVV 358 356 INSTALL 45.0 LF OF INSTALL 171 1. M H H II mJ i� r JM p Lu 354 I CI N �M dN I Z3 I 3 Nw w o . � a Sa NII z� 1 Z U i• a U ' r d `) -jo0 F- o I JF - i of 0 ' U d W J J 352 � d to opo MO N a` o oz o °'-° oN - tNOwli ' 350 J I Z < = �o I , W U z 32 Lid , 33 0 CID - +I- N 30 1 31 �n Z �� I Q tn� cz-n trite o r�o I F MO N 348 M �' ZO M MCD 00 C> m o►- W C"M + I Q p p ++ -- '- +W = +W V) ++ N Qa'd iz0 N I In x I oo-=i:a:t w �� I + 346 Cu Ci I odd �F- t o dw U aw z as I "' F- VI � R/W-`- � fn V)N z F -F- w (n(n vnV) C� (n V) R/W Q � 344 '-- - - - - - � - 0 PIP 1 FL - S8902'47"E 169.83' 18" DRAIN o 0 342 S8902'47"E 1 SEE SHEET 11 SEWER iO cam' Po 4 W i 1 18" DR IN S8" 3.40 S892'47"E t 3+ooi� 4 DRAIN 186.99' t 4+ao 24" DRAIN 700.00, is+0o 0 0 SEE SHEET 1;< NVERT 1 U o 11 S89'02'47"E Lu f- FL o�Q o R/W A \�a I Qo �� R/W-/ _ 336 M� I D p 1 1 I 24 a0 W M 334 I F- � � ' N + t"- 1' ' to IM M > OOC'JrnOM Im O� N C0 (Al O N OpC'4 O� I Co O M + 332 26 ' t) 25 NMj NZ z j� (V CV OdM O NZ NZ N N M lz IO LnIzJI U Uo o I -'tr �� z-!°� 1 23 < � J a I IN I= Uo W UQ Ut?w 1- 330 z ¢ tN0``'Li d pot i r N: M► i d MM N�li (I r I m 0 ao'n'n ( Z_ t--�5' (< oo �� m 328 i LO� Z + 'n U M -'V) torn ++ W MMI 20' I _ 20 rnrn MM M4 W I O I+7r j L-�� U �-�N , <w < I O -•- I 30' 30' I Udna F -ow oda z rnt- w < o as oda U aM N NN W NN Nzo .326o m (nzo cncn CABOT WAY SEE SHEET 11 w 324 DETAIL A 322 SCALE 1"=50' HORIZ. 7 INSTALL 45.0 LF OF INSTALL 171 1. 45.00 OF H H mJ i� r JM p Lu N j} CI N �M dN t� O LLJ Z �� 1 3 Nw w o . � a Sa NII z� 1 Z U i• a U r d `) -jo0 • tl Lu U d W J J z (n � d to opo MO N a` z 00 Mon tNOwli ' M z . .� M (n • T .�[ NZ= CID - +I- n+ U 1- N J W -�Uj O N= �O CD L�1 = +J( 2'-_O W MO O -0 M �' ZO 0 '�Oj IU- It -<W RL m N U <C F-OZ < j F- Qa'd iz0 W ZZ N-- In I GO W N? Cu Ci < nz APPR XIMATE- - -PPROX TE -�imSiiE 00 GRADIE 0 PIP 1 W � 1 INVE T W i 1 18" DR IN i , AIN I 1;< NVERT ' U o 'o Lu f- o�Q o 0 I� ar ' c� 358 356 354 352 350 348 346 344 342 340 338 336 334 358 356 354 352 350 348 346 344 342 340 338 336 334 INSTALL LL 35.0 18" RG -RCP LF OF 1.74% INSTALL 171 1. 45.00 OF H H mJ i� r J cn Lu o = A- M NM� Nw Z NII z� N3 N NM. II_w -j0 r d `) -jo0 • tl Lu U d W J J W U ul a (O d MOl r N a` d U'n "(O` MQiI z U LLl Z NW tNOwli ' M z . Q' M (n • T .�[ L.3 +W('j CID - +I- n+ �� +�-{ CD L�1 = +J( �QN W MO O -0 M �' ZO 0 '�Oj IU- It -<W RL m N O � N 0 re Qa'd iz0 W <jM i? In V) » zZ W <j iM Cu Ci < nz < - - -PPROX TE 00 RADE 0 PIPE 1 W � ----j1 11 1 i i 1 It 1 1 INVERT 18" AIN I t -_"— NVERT c/)o U 0 o�Q 358 356 354 352 350 348 346 344 342 340 338 336 334 rn p H � Q wI 0 t z u- I LLI00 30,--, u' N of w Y m 0 0 O CN O Z W U) 1 z Q J a 0 SECTION SECTION A SCALE 1"=50' HORIZ. 7 SCALE 1"=50' HORIZ. 1 "=5' VERT. �. ..; (L 1 "=5' VERT. Y .. `fi_.., _. , -. _-_,.w, Z a mJ (n J cn Lu o = co 2 W O Z LU W Q z 3 W co X Z = W r0 3 cc LU 0 U to = o w N m N O � N 0 Z c 0 H � 4 1-- 4 < 00 r W � < c/)o U 0 o�Q O > U W 0 w � z o N - N m O w w Z a p o N w w 0 o r` w F -o 0 0 0o 0 0 SECTION SECTION A SCALE 1"=50' HORIZ. 7 SCALE 1"=50' HORIZ. 1 "=5' VERT. �. ..; (L 1 "=5' VERT. Y .. `fi_.., _. , -. _-_,.w, Z a Z Lu o = co 2 W O Z LU W Q 3 W co X Z = W r0 c cc LU 0 U to = o m N O � N 0 Z c H � 4 1-- 4 00 SECTION SECTION A SCALE 1"=50' HORIZ. 7 SCALE 1"=50' HORIZ. 1 "=5' VERT. �. ..; (L 1 "=5' VERT. Y .. `fi_.., _. , -. _-_,.w, I 19 20 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 32E 326 324 322 32( i INSTALL S00'57'13"WSI LF OF mob 1,0 '' 0 OI.12% 8" SEWER u MH u. I -- -- --- JB J ��1 1 rW . SEWER MANHOLE SCO SEWER CLEANOUT S STORM DRAIN MANHOLE mo EXISTING I CiLO — — S00'57" 3"W — --I— — yi+oo� N M — — -t-- — — 12+00 290.00' 30" DRAIN DS00'S7'13"W I FLOWLINE o J� SAMUELSON STREET _ =� N fl c� In w OJ M OC> J to J W v cn SHEETS 4& 5 _ -RCP ® 3 9�� \ Z ►al i� In ' J O ' 0 J m ISEE Cl00 I m ,_ o civ I / ,,� J _i 00 U. I R 13 X���CI XO°° �o \ J CJ (n 6� O I I I pj N i N I i 15 N Q L6 L6 rnrn 1 I I �Z.00 C) qsi ui -4- I SMI ci0Ly o�� w"t 0 17 0 16 o 35 p ANN C-4 T � I N I 2 0ovo' ° �' \ 0. z mo mo Ni I C3 I p UJ I14 04 � LLJ � � , Tri . cy) ZFaZI 0 a E0 \ I Op + 3 � + r7 N W HFa- dm n V) P y N IX ++ Mao < W pQ p i O+ i 000 i N N (n l CENTS 34 I �. 10 12 oti \ F 0Gpy vwi aQ U)U) M 1 Z tc') a NR/W I o � Q rOj Z N (~n ui uiof ++--- -- cn -- ----i - I o 1 cn cn cn I `` 18 y i FL 11 , 0 I I 19 20 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 32E 326 324 322 32( i INSTALL S00'57'13"WSI LF OF mob 1,0 '' 0 OI.12% 8" SEWER I MH MANHOLE I -- -- --- JB JUNCTION BOX . SEWER MANHOLE SCO SEWER CLEANOUT S STORM DRAIN MANHOLE 5289.54' EXISTING I ELEVATION — — S00'57" 3"W — --I— — yi+oo� N M — — -t-- — — 12+00 290.00' 30" DRAIN DS00'S7'13"W I FLOWLINE 10 2 - _ 300.00' N fl O O OJ M OC> to FL 0 LF 0 , 18" RG _ -RCP ® 0.27% i W W � ii 11 ►al i� In -- �, -- - -- - ---� \ '• r I m ,_ o civ I / ,,� J _i 00 U. I R to z I a - o 1 J on� OW-' �n�'- ►I i I v m C) qsi ui -4- I SMI ci0Ly Loz0D w"t a' d' 35 jj 10�� 36 W JO �s O r oQZ0 Z _ �_o m moo U0 - - - - — t O o L0Z r -OI Q U 0 UJ ¢o zo Q ILL. —moi Tri ZFaZI i I w F_ I 3 I o z I m dm n V) v)?; I y I O < oo pQ I 000 1 l CENTS 34 AMM g �. 10 `s Tp� 5 z M 1 Z tc') a GRADI# I o — rOj Q Of 0 ui uiof ++--- -- -- -- -- ----i I o 1 cn cn cn 1 t oC 15 m 5' ' 20' ,20' ' <� 34 20 20' 30' 1'30'1 cn cn cn i' 37 30' 30' I - - - - - - — i u I 1\1 1 J r I BIDDEFORD STREET 2 SAMUELSON STREET SEE RIGHT SIDE SEE SHEETS 4 & 5 THIS DRAWING WASHBURN WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I i INSTALL 290.0 LF OF 0" RGJ-RCP 0 OI.12% SD I MH MANHOLE I © 00 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 10 2 - _ 8-RGf=RC��INS N fl O O OJ M OC> to LL 520. 0 LF 0 , 18" RG _ -RCP ® 0.27% i W W � N I�- O In I, i I Q e� IO w _j -co, �Ini ...1 Z Cluj _' J _i 00 U. i tt V go O 3 i a - p� OtN Z J on� OW-' �n�'- i I v m Ib qsi ui -4- I SMI ci0Ly J^ - w"t a' d' H jj 10�� cli W JO �s O r " t O �q O r -OI Q U 0 UJ ¢o zo Q ILL. —moi Tri ZFaZI i I w F_ 3 +F- "A w z (nZ n V) v)?; PPROXIA�Al1 FINIHED I O U 'i N � d�j �zz F- In z y cn �_ 1 GRADE7' CENTS 34 APPROXIMATE `s Tp� 5 0 M 1 Z tc') a GRADI# ® PIPET — 3�g I 1 � �U- i 11 I _ UMBO _ _ � ' ! j I I i 1 1 zo1F�gQ��j o En 4 — � 0 o ZO Q �i I Tb 6- ; i ?o'N� M N I NVERT 3Q" DRAINI ! IT- 1 ci O CD f I ��D w'� t >'O INVERT i8" SEWER O -F-ui F+ �-- ::)I< >: o »—o �> I oI� �� Z i Nzz { I - � S Tri z ( �6, I w in 3z m r Zla 'OLo v- .� cn V) _ 0 �o� I I co Q APPROXIMATE GRADE ® CENTERLINE �o� om — o �(4.01 I I - Z �z0pi --�-- -- Q» -- ------- _ I �—-L CIS, �» > W V)ZZI -- --- Lu ZzZ t i ' L -----.-,TALL 28.54 LF OF 8" SEWER 0=bf35% i I ;- 10+00 11+00 12+00 13+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 WASHBURN WAY SEE LEFT SIDE THIS DRAWING --- ---� 20'r 20' I1 zn' I I I 7Z f%' i I 1 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 T 0 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. IL © FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 2 PER C.O.B. STD. SW -6. -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® 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. J 1\1 1 r lu 1 19 20 N I I I MERCHANTS LANE NM ' SEE SHEET 10 z J 1 r as (--->I (Al v~) LINE TABLE LINE BEARING DISTANCE L1 S89'02'47"E 30.00' L2 S00'57'13"W 15.42' BIDDEFORD STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL HOLYOKE DRIVE SEE SHEET 10 HOLYOKE DRIVE SEE SHEET 10 u D� W O Y W 0 J 00 m= tJ 0 O N O co r� V)m .V 39 I 38 1 0 I � I M 3 0 M F- 0) 0 d --- -- --- �O z o�`-o 0 o zz z tl I o Q 37 Q J I- W LLJU 000 2 _ �o _j oc'1i�(0 C-4 m. w m o Q q W m O U 0 b� 360�' °° � J J 358 354 352 350 348 346 344 342 340 338 336 334 332 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+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 WASHBURN WAY SEE LEFT SIDE THIS DRAWING --- ---� 20'r 20' I1 zn' I I I 7Z f%' i I 1 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 T 0 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. IL © FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 2 PER C.O.B. STD. SW -6. -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® 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. J 1\1 1 r lu 1 19 20 N I I I MERCHANTS LANE NM ' SEE SHEET 10 z J 1 r as (--->I (Al v~) LINE TABLE LINE BEARING DISTANCE L1 S89'02'47"E 30.00' L2 S00'57'13"W 15.42' BIDDEFORD STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL HOLYOKE DRIVE SEE SHEET 10 HOLYOKE DRIVE SEE SHEET 10 u D� W O Y W 0 J 00 m= tJ 0 O N O co r� V)m .V 39 I 38 1 0 I � I M 3 0 M F- 0) 0 d --- -- --- �O z o�`-o 0 o zz z tl I o Q 37 Q J I- W LLJU 000 2 _ �o _j oc'1i�(0 C-4 m. w m o Q q W m O U 0 b� 360�' °° � J J 358 354 352 350 348 346 344 342 340 338 336 334 332 322 10+00 11+00 12+00 13+00 14+00 15+00 16+00 362 360 358 356 354 352 350 348 346 344 342 340 338 -/3 336 IL �,�. 334 nRm AidIN G., M1771iy 0 `` 1 u tJ t l `s c NL -•Y I ituu 330 328 326 324 322 18+00 362 INSTALL 15.42 LF OF J �• !INSTALL 30.00 L OF a Q 18" GJ -RCF 0 0.26% 0 ��� Lu 0m I i I Z � O 10 2 - _ 8-RGf=RC��INS N O O OJ M OC> to LL 520. 0 LF 0 , 18" RG _ -RCP ® 0.27% i W W � N I�- O In I, � � H e� w _j -co, �Ini ...1 Z Cluj _' J _i 00 U. i tt V go O 3 i a - p� OtN Z J on� OW-' �n�'- i I v m Ib qsi ui -4- I SMI Q ui m �w�w w"t a' d' H jj 10�� cli W t O �q O r -OI Q U 0 UJ ZFaZI i I w F_ �OS ( w 1� w - (nZ n V) v)?; I O U 'i N � c 1 34 APPROXIMATE :INISHED j I Z tc') a GRADI# ® PIPET — 1 1 � �U- i I I _ UMBO _ _ � NVERT ! j 18"I GRAIN _(3 1 zo1F�gQ��j o En 4 — � 0 o ZO Q �i I Tb 6- ; i ?o'N� M N I ci O CD ��D w'� >'O O -F-ui F+ �-- ::)I< >: o »—o �> I oI� �� Z i Nzz V) V)--- mzz ! FINISHED ( �6, I m r Zla .� cn V) _ 0 �o� APPROXIMATE GRADE ® CENTERLINE �o� =�N I I - --�-- -- -- ------- _ -- --- - I i � ► I ! I I � � I ,I ! i � _ � -— _ -- -"_ INVERT 18 DRAIN—C-1- E-- ! INVERT 8 DRAIN INVER 30" DR� i I i 4 NVE _87_sFIR i INVERT 8" i SEWER • i R i Nl �� o I o 1 Lr to I W m W Jr 0 ZJ Ld wZ L0 i I I 0 z z _,,Lql -0 00 - Q ' '' ' MCI 2-10 c0 Q Q r - LO Ifj I W ZZ o I » I » moZZ > ! ! W~ » ZZ I W ~ ZZZ Z Z o Lnz ZZ- INSTAL 210.2 LF OF 8" SEWED 0 0.351% I Z INSTALL 285.00 LF bF 8" SEWER ® 0.45% 1 INSTALL 85.00 OF 8" 3EWER ® 0.45% I 1 I 322 10+00 11+00 12+00 13+00 14+00 15+00 16+00 362 360 358 356 354 352 350 348 346 344 342 340 338 -/3 336 IL �,�. 334 nRm AidIN G., M1771iy 0 `` 1 u tJ t l `s c NL -•Y I ituu 330 328 326 324 322 18+00 362 SECTION A SCALE 1"=50' HORIZ. 8 1"=5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 e 334 ml�l Al uj a 0 INSTALL 15.42 LF OF J �• a Q 18" GJ -RCF 0 0.26% 0 ��� Lu 0m Z � O N O O OJ M OC> to N N i W W � N I�- O In I, � � H w _j -co, �Ini ...1 Z Cluj _' J _i 00 U. � V go O 3 a - p� OtN Z J on� OW-' �n�'- i I v m Ib qsi ui -4- I SMI Q ui m �w�w w"t a' d' H ILI cli W W 00 E O r -OI Q U 0 UJ ZFaZI ~o w F_ ( w N— (nZ n V) v)?; c 1 34 APPROXIMATE :INISHED j I W GRADI# ® PIPET 1 1 � �U- i I I NVERT ! j 18"I GRAIN o En 4 � 0 o I Tb 6- ; I SECTION A SCALE 1"=50' HORIZ. 8 1"=5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 e 334 ml�l Al uj a 0 677 co z J �• a Q Z R 0 ��� Lu 0m Z � O = 3 uj w Z to i W W � � � H Z Z cl) W V go O 3 m E; W N 0 O a z 0 0 v m Q a a' H ILI W W 00 T 0 677 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 LEGEND: BERING LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL o J 1\1 J r CENTERLINE INV INVERT i J 1\1 1 r CB 1 JB JUNCTION BOX SAMUELSON STREET 315.8 LF OF, 18" RGJ�RCP ® EXIST MAINE AVENUE ELEV ELEVATION R/W SEE SHEETS 4 & 5 MANHOLE FL FLOWLINE I SEE SHEET 7 UNLESS OTHERWISE SPECIFIED. SEE SHEETS 3 & 5 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS J W I I UNLESS OTHERWISE NOTED. - CO 4 1 � 5 �- I 6 dci' I I n � 37 J I I I T J 04 I 20' 20' O to � 3 8 1 0 `o � I 55 I d `i c 1 Q o .lj1! ?¢ In fA N 30' I 30' z -t w + O°' JIIfn Li Z u) _M dam- + ems- jt xm 28 J 00„JCL—o C; c ' Z o I �, + 9 1 1 Z+ 18 -j�> 5' I w --- -- J 0oo I w Iv W olo°w- o m� � Q o �.� tI+ o vi _�� -- Z N W p N Q m a W Z w 00 cnk to Z la- I ai N d^'I W M tE = z M++ � R W ziF- �� I NI CD w M 11 SEWER I ui CD 2 � APPROXiMA FL FINISH D # p 00 cn 2 I m cn N cn 3 7 38QQ V) V) U)op 1 i GRADE ® CENTERLIN Q COCO 207.52' 15+00 N00.03'12"W I p o I CD LjI M UJ g' Lo - C) b O N Q N p OO ! - NOo'57'13"ES ---- 1 N ``' 8" SEWER w m I 'Qw = w I - — N00.57'13"E - -t+oo ,G S S-210.00, - 300.00'- - N 27 27 o W D ��' N� (n -a- a 12+ o I Q g t i� cP F �1 `S"s t` cn cn I o2w �cn NO2'08'29"E FL 18" DRAIN 14CC4, 315.48' I 1 rtuno � �� � os9 R/W cn I + 11 i 10� INVERT 1E" DRAIN , --�-- FL 3- IW w II V I W N x °° -- -- -7R/W -- -- ---� 1 �I N Q)+ 39 �0 o II N �� I S00'S7'13"W { SEWER 237.55' 1 cr .ET 14 Q J N ��M 36 z� I �'� U) z`- o J Jul 1 w r ' I i i Lc) II Em I 0 ci �z II - ! z0- Qw J 5 II �z -z S00'5T13"W 12+ mN N QW lV 19 �a INVERT I z ui c.iWw J� J _j -Z W� I Z oN=CJSa i zw M w w --- -- ci ci I , 5' I z oo w h o a 1 - °° ccli m g I� r Q (D _ - - — �� v _1toWx 1 z O oo' i 20' 20' Q,t V) z o a I t } `' U- I m o h o o 0 00 CD N ++ 30' 30' m a UJOf++------_ -- -- -1 J z ��c, w N =+ w I H �QN:2 u- torn O -- - 35 400� w 3 -QMµ U _w I JO ( co—J ! :2 +Pt- rc%�.M�~ wopoz I m Q cr U I� �-ZZ WQ v , ??z cn o I mow �< ( w o Q¢ Li N �c1 I 7 IN 20 oco1 8" SEWER ®- - I C fnZO 21 - W fn(n *' �N� i CSN Z UU I i� I } (n MO i 1237.55 Zvi SEWER -1.00%1 N N� `n z z O O v) 215.4 d-uj i6" SEWE ® 1.80 30 (nczz m � 21 SAMUELSON STREET oN p i Z a Q MAINE AVENUE SEE SHEETS 4& 5 N�N oOp 1. II _VN V) SEE SHEETS 3& 5 J 1\1 l r 25 (IfQ w - N J 1\1 1 r 1 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 LEGEND: BERING LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL o i V1 CL CENTERLINE INV INVERT i STORM DRAIN D.26% MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH INSTALL 315.8 LF OF, 18" RGJ�RCP ® EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE I SEE SHEET 7 UNLESS OTHERWISE SPECIFIED. .r FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS J W I TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. - CO 4 1 � 5 �- I 6 dci' I I n � ?E I I to ' lei 04 I N 29 d O 1 ( N Z p 0 ,��� I I d `i c I t I 1 .lj1! ?¢ In fA N { I + O°' JIIfn Li hM u) _M dam- + ems- jt xm 28 J 00„JCL—o ' Z o c; I + 0 1 1 0 O -j�> U) W -j olo°w- tt � Q o �.� tI+ o vi Z i�2 Z N W p N a. Z N w 00 cnk to 6) N I ai N I m N�x d- tE = z I (n J ziF- +Q I 1 �-�N u- Q �-Qw o•*o 11 SEWER �zz I APPROXiMA FINISH D # p p I cam' c~n Q Z ? ,OM 1 i GRADE ® CENTERLIN Q COCO 207.52' 15+00 N00.03'12"W I p o I CD LjI M UJ g' O N Q N p OO -- + ---- .� — 00 w m I 'Qw = w ,G \ N N 27 27 o W D ��' N� (n -a- � �� 0 I Q g t i� cP F �1 `S"s t` cn cn I o2w �cn �vERr `� - - N I 1 rtuno � �� � os9 R/W cn I + 11 i 10� INVERT 1E" DRAIN , --�-- FL s" (I N U) 1 Q)+ o a� -- --�1 N S I S00'S7'13"W { SEWER 237.55' 1 .ET 14 Q J er S 1 J Jul 1 J r tt+ 01 �b o ---- II - ! z0- v) J S00'5T13"W 12+ N JZaWO lV I INVERT I LCNOZ to N J Iz -Z W� , i o , '�L6 o I w O �mmd - °° ccli uj o Lr)t cb�mN ! I O _1toWx 1 O 71; nj CF IIQ 26 I t } W 00 CD I �a oiZZp I I 5' i 1(n •n , +I 3 -QMµ �zz> JO ( v l ! :2 +Pt- rc%�.M�~ wopoz I� �-ZZ WQ Q J , ??z cn 5' M +H Of '78 (3 zIINSTALL Of cn l ! IN TALL 316.00 LF OF 8" SEWER ®- .35% Q Q 1 *' cn z Z Z UU I i� I } 1237.55 Zvi SEWER -1.00%1 N N� 10+00 11+00 12+00 13+00 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 T.O.M.345• 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+00 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 T.O.M.345• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 1\1 S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: TANGENT DELTA SECTION LETTER ® FURNISH & INSTALL SEWER MANHOLE 3.89' 00'53'33" TYPE "A" PER C.O.B. STD. SW -4. © FURNISH & INSTALL SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN 3 PER C.O.B. STD. SW -6. 15.58' -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 1 vixI MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. I SEE SHEET 7 UNLESS OTHERWISE SPECIFIED. .r FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS J W I TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 350 348 346 344 342 340 338 336 334 332 330 328 326 J 1\1 1 r zle LENGTH TANGENT DELTA 0 500.00' 7.79' 3.89' 00'53'33" Q 500.00' 7.79' THORTON AVENUE 3 500.00' 15.58' 7.79' 01'47'05" 1 vixI OXIMATEI ® CE FINISHE TERLINE I SEE SHEET 7 I I J 2 J W I Q w J - CO 4 1 � 5 �- I 6 dci' I I n � ?E I I to ' 04 cr; n N 29 d O 1 ( N Z p 0 ,��� I I 0 o I t o N I + O°' hM u) _M dam- + 6i 28 Z ' Z o c; I + 0 1 1 0 2 I 3 0 U) W -j �"v Z I Z N W p N a. Z N w 00 cnk to 6) N I ai N I rn N _ Q (n J I 1 SS02'46'45"W 6" SEWER 215.46' 00 CD I 00 F- m F-- O14- p p I C 2.401-T. F- Of 1 x 1� �_ ULd 14+00 Q COCO 207.52' 15+00 N00.03'12"W I p o CD LjI M UJ O N Q N p OO -- + .� 00 w m I 'Qw = w ,G \ N N 27 27 o W D ��' N� (n -a- � �� 0 I Q g t i� cP F �1 `S"s t` cn cn I o2w �cn �vERr `� - - N I 1 rtuno � �� � os9 R/W cn + 11 i 10� 1 20' - --cn --�-- FL s" (I N U) 1 Q)+ o a� -- --�1 N S "' S00'S7'13"W 6" SEWER 237.55' 1 .ET 14 Q J er S 1 J Jul 1 J r tt+ 01 �b o ---- II ! z0- v) J S00'5T13"W 12+ 2� 92.21' JZaWO lV Q LCNOZ to N M FL i o , - °° ccli uj o Lr)t cb�mN --- -ER IIQ 26 I� o� S� a(D pn I 5' i 1(n •n , /W JO ( v l :2 +Pt- rc%�.M�~ wopoz J Q J , ??z cn 5' M +H Of '78 (3 zIINSTALL Of cn l Q Q 1 wU IIJ Z UU I i� I } 1237.55 Zvi SEWER -1.00%1 N N� `n z z O O v) 215.4 d-uj i6" SEWE ® 1.80 30 (nczz m � 21 + azo Ln 5W oN p i N�N oOp 1. II (m 25 (IfQ w - N I � m I Z FQ- Z) cn U Q JJ , F- �' Z dd 20 20 ' , -- -- m � i C-0(nv~) 30' 30 -- - - - - z o 00 3C U 00 THORTON AVENUE W0 0�1 SEE SHEET 7 z Qa SEI C=j N(n J 1\1 1 r 350 348 346 344 342 340 338 336 334 332 330 328 326 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 500.00' 7.79' 3.89' 00'53'33" Q 500.00' 7.79' 3.89' 00'53'32" 3 500.00' 15.58' 7.79' 01'47'05" 350 348 346 344 342 340 338 336 334 332 330 328 326 SELMA STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL m IIco i 1 vixI OXIMATEI ® CE FINISHE TERLINE I I I J 2 J W I Q w J - CO 4 1 � 5 �- I 6 dci' 'W CJ A- � I ?E p� to ' 0p 0 1 cr; n I N ( N Z p 0 ,��� 0 o i� o I I a`flo + O°' hM u) _M dam- + 6i �+ �2 I + i �cn 2�o9,/, U) �"v cnk to ! ► ' ► 8 1 SS02'46'45"W 6" SEWER 215.46' STA. 15+68.95, 2.401-T. 3 S02.44'18"W 14+00 207.52' 15+00 N00.03'12"W I 48.55' {IN .of -- _FL .� w R/W ,G \ D I 9 Sp. \ 0 M 13g 9) g t i� cP F �1 `S"s t` ' �vERr (00 o'� rtuno � �� � os9 9 + 11 i 10� 0612 X �� oma. 20' I s" I N U) Q)+ o a� -LS DRIVE ---- .ET 14 Q J er o J Jul 1 J r SELMA STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 0(1/7,7//,Pp Ur►rr k-4' oNL� 14+00 vG "'Q7 "/J l t u lT `b-noZo7 350 348 346 344 342 340 338 336 334 332 330 328 326 I V1 IJ ,r x s au I� �� 1 rn O t7 Z 'e O LL- I Q J --I Q LLJ W U 00 W co Q U v ckfW Y Q m m APP, GRA OXIMATEI ® CE FINISHE TERLINE z o, ?E — Lu T cnk to ! ► ' ► ! 1 {IN .� �vERr s" I - ---- Q J er o J II ! z0- v) J JZaWO lV LCNOZ C3 i Z ccli uj o Lr)t cb�mN I� o� S� a(D pn 1(n •n , ZMO z clip :2 +Pt- rc%�.M�~ wopoz , ??z M +H Of '78 zIINSTALL Li } 1237.55 OF 6" SEWER -1.00%1 `n z z INSTALL 215.4 LF OF i6" SEWE ® 1.80 (nczz 10+00 11+00 12+00 13+00 0(1/7,7//,Pp Ur►rr k-4' oNL� 14+00 vG "'Q7 "/J l t u lT `b-noZo7 350 348 346 344 342 340 338 336 334 332 330 328 326 I V1 IJ ,r x s au I� �� 1 rn O t7 Z 'e O LL- I Q J --I Q LLJ W U 00 W co Q U v ckfW Y Q m 0) z z oW W O ` c t Y O a � = W J r W 3 0 c to Z X cc Q W F" W Z �- Q Z z .J W n, Z U to a o CD /��Jyy.��� O W N O Z o U J Q � cc Q I - .�°. a' UL U 0 m z o, Lu 0) z z oW W O ` c t Y O a � = W J r W 3 0 c to Z X cc Q W F" W Z �- Q Z z .J W n, Z U to a o CD /��Jyy.��� O W N O Z o U J Q � cc Q I - .�°. a' UL U 0 30QUsBEH EMNUE U\1 1 r 30' ----20 30' 20 4 _ 3 31 c -- -- -- -- W 3 0 co NCO SEWER MANHOLE NO. 22 fit ►► SEE SHEET 6 32 1� S00'57'13"W 11+00 6 ` S00'57"3"W S 6" SEWER u-) ' o I N ai + c / I 33 34 1 35 36 / J 1\1 1 r 1 BIDDEFORD STREETl SEE SHEET 8 J 1 1 r J SAMUELSON STREET II SEE SHEETS 4 & 5 2 6 ; 20' 20' ►► 2 7 H Y 4 4 x it I 2o'w I 20'- 30' 30' oC) ci 6z N -j J J 30' 30' I �V)c� o 0 .4mw-.mw. Cj Lo m:O Lo ir ui w D' ZJ Z_j J I 1111, 5'5, ~' I vn = vo C3 C3 C3uw) w v� ( 3 FI ZNN ZOO p 00 21-0)ONN ( N. w I < � � a �. 1 w °' oo w r3 ri z I � 00 00 Qto co 2 i :m 1 �of �� W lho 45 �Lo� gcoI 1Ldw z N v~i� gra 1 z �� � rQr`C w i¢ -F- �� i R/W cw Q cn V) V) c� cn m cn cn V) cn V) m ► CK) CP FL -\ 6" SEWER ' l5 N M �- 366.27' I SO0'57'13"W 18p DRAIN -142.80' S00'57'13"W 77.29' — - — I-� 13+00 - - -- / 2 S S 152.80' t 05+t o.. S00'57'13"W 16+00 / 0 0 73877 R 147.20' `" 75.88 5' S00'5713"W 18" DRAIN FL I SSHEET 5 �+ Y - R/W -� ---- -ooCD o x C'Yoof )nOo t,,EE 32�g N� 2sx6�co (15 o 'n w o `� o 'ci w o6o ( �� Ono � z �3 z NLd v cn m m of r- ovwi z z o ► N 1 os N N I r+� 1 �+ Z L ori I o C.FL I m ir) 00 c i °z° Z z C3 C3 ¢ te r = w rl n I v~) I ~ AMM I NO �a I �d+v+ m N I� Q z00 T spy \\ \ Nc`oo lf�o N I cn .- I 5' I I w v~i 0+ ST 37 138 U) U) to '� � N V 20' 20' I c� vwi in Z 39 40 30' 30' O z (:Ou)u) OYSTER WAY JSEE SHEET 5 J 1\1 1 T r') HOLYOKE DRIVE "r .......... SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 362 360 358 356 354 352 350'- 3,91-8 346 344 342 340 338 336 334 332 330 32811- 326 28 326 10+00 11+00 12+00 13+00 14+00 15+00 1\1 T.0•M g TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 358 LEGEND: - 1 1 350 352 ABBREVIATIONS —.—s—FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: INSTAL 142.80 F OF 18�" � RGJ-RSP 0 0.20% SECTION LETTER INV INVERT ® FURNISH & INSTALL SEWER MANHOLE A SD f( 332 TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ MH CB MANHOLE CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN JB JUNCTION BOX � PER C.O.B. STD. SW -6. - --- SMH SEWER MANHOLE p FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO NO Iuj N W �N SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" EXIST EXISTING peri = Z=L JD- MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ELEV ELEVATION ix Lu C) Lu UNLESS OTHERWISE SPECIFIED. R/W RIGHT OF WAY .@. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE Lu N TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. FL FLOWLINE to 0 Z I xia 1 10 CD 20 Q �� 0)0) , 34 z-}ooz LLJ O zN+ Q z�a3�Z i � ± r� C W 1 z I � o a 24 w _ 00R/W A PROXIM O Opo TE FINISHED w cn ~~ cn cn w N -tg �' �o d» �N-- , I r N O \ R W � / Z J 0 a 0 / oo Ij rn o M I -- --- SEWER MANHOLE N0. 20 __ - - - - - - - - - - IV) r----- STA. 9+95.00, C.L. 5.00LT.= o a FL a zo ' 3 3 z � 00 I SOO'57'13"W f N '' 1 8" SEWER 300.00' I I INTERSECTION ' 5------1-- - -S00_57'13"W- - SOQ'S7'13"W �1+0o S S - - - - +-- - - -300.00'- D 12+60 DRAIN p STA. 13+00.00 C.L., MERCHANTS LN.= STA. 12+10.00 C.L., BIDDEFORD ST. co �" 1 30" 300.00' t 4-. LL 0 STORM DRAIN M.H. NO. 9 ! I I STA. 13+05.00, C.L. 5.00RT.= ( zto �— - - - - - - _ _ I STA. 13+05.00, DRAIN i ow _ / R/W INVERT \ I 30" DRAIN o? 25 = mv) m�� �{z oay� 1 -' c5 , SEE SHEET 8 I + �vwi , Q oo I y� i STORM DRAIN M.H. NO. 10 INVERT :r= cn N �_ 2 ne � of 9 -z Z Lo 21 I { i SEE SHEET 8 , I w N I� { l ot6z z APPROXIMATE FI 'SHED .- I WO) co I cnw= z --- I �' I z = �w O Qh0000 • U) � �--GE�1-TE-F�L►N€ 00 IN i I Z Q cD z 00 OO - - – N..i N ' I 00 �---- 26 m a Lo Lo o0 - - - - -- -- 5'--, 0:,f noo zz INSTAL 5, LF OF t ®-0.3 % ► I Q���� 8 22 I 20' 20' ' 31 i Ow�OQQ I ► vw) V) v~i (n 30' 11 30' QUEBEC AVENUE BIDDEFORD i ----}- SEE SHEET 6 SEE SHEET 8 J a�1 I r 1 r MERCHANTS LAME SCALE: 1" = 50' HORIZONTAL T 1" = 5' VERTICAL I a l ( i 1 I I VERT 18 DRAIN { 1 1NVE I VERT 6" SE i -I 1 6" TE R I VERT 6"1 0 SEWERI I I I s O Q o! o„'z �ui �- #- o`''ff cotO -----c24 I OtnZ� i Z w a -�- .may Q ( I } V u 3 v0 o Z E Ouiof Z�rMi u'3 Ur U.10 — ( f ! i-- � o�� waMoM U 0 O t J ON Qco m+ io d 4000 -•_ M I ( p�j�p� iZZ� '.M WMMI t- tf7� ��z: Z I Z •- tttNNM��1ry woo a✓ o I �o•-z�p M � ` I U SOI Qol I w<> mV)z I cncn z z_ I 'T�il 4 NNZ �'�" i INSTALL 1349.38 F OF 6" SEWER -1.00%I i Ld o' F- Z -� V) t- V) Z i I INSTALL I 7 .29 LF (F ` I STAT I 75-88_ F SEWER® -1.00" ' SEWER @ 1.009 ` 362 360 358 356 354 352 350'- 3,91-8 346 344 342 340 338 336 334 332 330 32811- 326 28 326 10+00 11+00 12+00 13+00 14+00 15+00 1 a+uu J 1\1 T.0•M g TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 358 LEGEND: - 352 354 350 352 ABBREVIATIONS —.—s—FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE 342 BIDDEE ORD STREET SECTION LETTER INV INVERT ® FURNISH & INSTALL SEWER MANHOLE A SD STORM DRAIN 332 TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ MH CB MANHOLE CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN JB JUNCTION BOX � PER C.O.B. STD. SW -6. - --- SMH SEWER MANHOLE p FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT N W �N SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" EXIST EXISTING peri = Z=L JD- MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ELEV ELEVATION ix Lu C) Lu UNLESS OTHERWISE SPECIFIED. R/W RIGHT OF WAY .@. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE Lu N TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. FL FLOWLINE to 0 Z 1 a+uu J 1\1 1 r 1 356 358 354 - 352 354 350 352 348 J U �1 1 r 348 344 QUEBEC AVENUEF„ 342 BIDDEE ORD STREET 340 342 SEE SHEET 6 1 1 19 336 J 334 336 332 334 330 20' 328 20' -- — - -- -- `D � 0 - --- 0 23 30' 30' N W �N --- i D = C'—, 5' 5' 0 peri = Z=L JD- I 1 J ix Lu C) Lu oao O M O� U M O Lu N L3 O o 0 to 0 Z I xia --- -- -- I 10 CD 20 Q �� 0)0) , 34 0 LLJ O zN+ Q oc Z � ± Zoo I W 1 z I � o a 24 w _ 00R/W A PROXIM O Opo TE FINISHED w cn ~~ cn cn w N LC -r O= �' �o d» �N-- , I r N O \ R W � / Z J 0 a 0 / oo Ij rn o M I -- --- SEWER MANHOLE N0. 20 __ - - - - - - - - - - IV) r----- STA. 9+95.00, C.L. 5.00LT.= o a FL a 3 3 STA. 9+95.00, SEWER 00 I SOO'57'13"W f N '' 1 8" SEWER 300.00' I I INTERSECTION ' 5------1-- - -S00_57'13"W- - SOQ'S7'13"W �1+0o S S - - - - +-- - - -300.00'- D 12+60 DRAIN p STA. 13+00.00 C.L., MERCHANTS LN.= STA. 12+10.00 C.L., BIDDEFORD ST. co I N M 1 30" 300.00' 4-. LL 0 STORM DRAIN M.H. NO. 9 INTERSECTION I I STA. 13+05.00, C.L. 5.00RT.= STA. 10+00.00 C.L., MERCHANTS LN. -1 STA. 14+66.53 C.L., QUEBEC AVE. zto �— - - - - - - _ _ I STA. 13+05.00, DRAIN i ow _ / R/W INVERT \ I 30" DRAIN CATCH BASIN NO.8 25 = mv) -' c5 , SEE SHEET 8 I + �vwi , Q oo I y� i STORM DRAIN M.H. NO. 10 INVERT 8" SEWER 2 � of 9 -z Z Lo 21 SEE SHEET 8 , w N I� C5 z ot6z z a 0+ m .- I WO) co I cnw= z I �' z = �w O Qh0000 • U) � 32 00 IN i I Z Q cD z 00 OO - - N..i N ' I 00 �---- 26 m a Lo Lo o0 - - - - -- -- 5'--, 0:,f noo zz INSTAL 5, LF OF t ®-0.3 % ► I Q���� 8 22 I 20' 20' ' 31 i Ow�OQQ I ► vw) V) v~i (n 30' 11 30' QUEBEC AVENUE BIDDEFORD STREET SEE SHEET 6 SEE SHEET 8 J a�1 I r 1 r MERCHANTS LAME SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL a 362 358 360 356 358 354 356 352 354 350 352 348 350 346 348 344 346 342 344 340 342 338 340 336 338 334 336 332 334 330 332 328 330 326 328 O 326 0 17+00 10+00 11+00 12+00 13+00 oglz7ll OML l' u., (r '3 ONLtif 1,jo 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 J s rn 0 r7 F- .0 Q O z 00 U oO - z u- Q J J Q .t U 3 0 o o m r ( INS1?ALL 300.'00 LF 30" RG' -RCP 0.12% m a w Z Z U) o (n W m o Y Q z a y W m O V 0 0 0 �o N Q D = C'—, 0 peri = Z=L JD- J ix Lu C) Lu oao O M O� U M O Lu N L3 to 0 Z O Oi xia Lu CD w 0 O � oc Z � ± Zoo c� � o a w O A PROXIM O Opo TE FINISHED V 0 z z b �' �o d» �N-- , G?ADE I ® ENTERLINE - T (n Z J 0 a 0 3� ' ! 01-M a - -- --- ------ — o a a w r. co T LL 0 INVERT I 30" DRAIN INVERT 8" SEWER "T -z a ?� J C5 z z cnw= z J C O Qh0000 • z � A ' L LM os 4✓?0 `I??OZ� 0 zz INSTAL 300.0 LF OF " SEWER ®-0.3 % ui zzzj v' --- 10+00 11+00 12+00 13+00 oglz7ll OML l' u., (r '3 ONLtif 1,jo 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 J s rn 0 r7 F- .0 Q O z 00 U oO - z u- Q J J Q .t U 3 0 o o w d\ 00 0 w co m a w Z Z U) o (n W m o Y Q z a y W m O V 0 0 0 Z N Q D = C'—, 0 a ix Lu C) Lu $ w Lu N to 0 Z Of xia all V) Z m a w Z Z U) Qa z co) cl) UJ 0 0 Z N Q D = 0 a ix Lu C) Lu $ S w Lu N to 0 Z Of xia Lu vLu w � oc Q Zoo UJ w 0 V 0 V) Z a w Z Z Qa co) cl) UJ 0 Z N Q D = 0 a ix Lu C) Lu $ S Lu N to 0 Z xia Lu vLu � oc Zoo UJ w V 0 3 Z J 0 a 0 a o a a w r. co T LL 0 J 1\1 1 r 4 . n , q a' THORTON AVENUE Q o N o o a ^-SEE SHEET 7 2 z � z Z�'Q a Z I Q do mi m Q g Ul r,771 oo Q Z �� ,� _ = NI 30 u.� Op z � CO� O N Q N 89 Z±± m 25 ANN zw"w I 5'S cn Nfn r' N RW ,,,moo I STORM DRAIN M.H. NO. 23 )-. _ - - - _ , / z=M00 I STA. 12+85A0, C.L. 5.00LT.= i17 "� T �` " ` ` - - - �� N STA. 12+85.00, DRAIN FL ; �:� rA 18" DRAIN C 24 DRAIN o o �o N27'38'18"E 28.45' SO0'%713 W 135.00' S00'S7'13"W N 24" DAIN 127.83' Nz i I END OF 18" PIPE STA. 13+10.42, C.L. 7.77RT.= )^ S00'57'13"W1*o00' S00'57'13"W 12+00 b 150.00' z STA. 12+96.28, DRAIN N O Q - -- -- o i I CL CATCH BASIN NO. 18 � ~ _ � � - V y _ _FL _ PODI STA. 13+10.00, C.L. 7.77RT. j W NORMAL F.L. ELEV.=344.05 LQ�' - >_ RW ✓ �� DEPRESSED F.L. ELEV.=343.88 o o I I (L INTERSECTION LLl 1 z STA. 12+90.00 C.L., CABOT WY.= t m -� 24 cov 00 V)i y STA. 13+95.37 C.L., THORTON AVE. U) wo I 32 co Oa Z I 5 L---- - - - - - - - - o Go Q 20' I Z ± U- `'' m F- 30' ► 30' 3 3 O cn w __ ircn zw a� I W 'n 0 w THORTON AVENUE ccill U' SEE SHEET 7 J N 1 _r 360 358 356 354 352 350 348 346 344 342 340 338 336 CABOT WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL W 11+00 12+00 360 358 356 354 352 350 348 346 344 342 340 338 336 _ J 1\1 1 r u r -'a u tf r II r tt Q ZO J > rC> o < C6 tip o _ 0 0 0 �z W Z QUEBEC AVENUE z ao THORTON AVENUE M O� z z a SEE SHEET 6 tries o tnx uo~ oto U 1\1 1 1 A _ - m -� Q i �o �co m I _ju j m .Lo _jJ SEE SHEET 7 z �N OXFORD HILLS DRIVE 00 o rir�i r w s c� Of 00 u7 r- J z z ooao w U w I 5' I I 1 3 �� UN r z ti� I -1 I SEE SHEET 14 C) to w s z O or- 20' 20 00 1 20-1 120' �' o0 0 �� o �n a to CL z � oo o0 0 oM I 30' 30' I LIQ oo m 0++ OWOw I �W �_- _- % pMM ova wrnrn I a++ sh st F- 2 2 N(V Z W W n i((���� 1 o Z ±± U rr W �, z ++ z ±± m . 16 46 W No N ' 40 41 I a r r ~ •- r '- w' 30' 30' o �� ►� Io j 12 STORM DRAIN M.H. N0. 16 m as a da a ? d =`' w �� a Q d cn U) cn �� rn 1 f'i F-� '� I in v� v> I �' F -F- N � STA. 12+95.00, C.L. 5.00LT.= c N V)V Nu NN v + 5' rncn STA. 12+95.00, DRAIN RW N 5 I RW `'' 18" DRAIN t_O ._ _ ^ _ �_ _ / ao, RW / cW H - - - - - col� z ^ � SEWER MANHOLE N0. 30 Lu N04 51'08 E 15.45 FL En i = ¢ STA. 15+95.00, C.L. S.00LT.= _ _ _ _ , _ - FL - - - + om END OF 18" PIPE � _ - _ _ m FL w .0 N I STA. 15+95.00, SEWER -�. - �30" DRAIN oz STA. 13+10.42, C.L. 3.95LT.= S00'57:13"W 8 SWER °' S�OO*5 3"W 135.00' SOO57'13"W N 30" DRAIN`+' 127.83' -- STA. i3+10.45, DRAIN , 165.00' S SOO'57'13"W 't' N �' S 8_ " SEWER S 300.00' � m I 4 7 _ - - S00'57'13"W --i 140.00 - - -1-S00 57'13"W - 150.00' - I --_S_00'57'13"yy- - - -i - -I - D �- - - i- - -+- - INTERSECTION _ SOO-57.13"W 12+0 150.00' z 1 t +oo 13+00 300.00'- - 12+00 o STA. f 5+90.00 C.L, 1+0o I 11 S00'57'13"W 24" DRAIN 135.00' S00'57'13"W 24" DRAIN 150.00' S00'5713"W 14+00 -- �o o 24" DRAIN 15+00 295.00' I SOO'S7'13"� 140.00' I COASTAL LN.= 0 ......_ - _ ._,. - -. _. _ �' ' > v o , � CATCH BASIN NO. 1 Q z � ..._. - - - - - _._....,......_... _ " - I . � laa T r I , 18 DRAIN 18+69.76 C.L., _ __.. _..- - - ,......... STA. _ _ _ _ E STA. 13+10.00, C.L.C3.95LT. . �-- -- - - - - ; _" _ _ FL _ OXFORD HILLS DR. --- N89'0 LU 47 W 15.42' - - - - - - - - - - - ? � UU) - - ' - - - - -� ` NORMAL F.L. ELEELEV.= .13 Q r I RW W DEPRESSED F.L. ELEV.=344.96 ►= of o _[RW -7 ow =CD D_ L4jd^ a I INTERSECTION L>a i 11 0 0 0 0 `� , o \ �`' U) N o Q STA. 12+90.00 C.L, CALYPSO WY.= U) � `n- D "�' I o e 'N° 14 tt� i °DN 48 E� 23 o II I �n co C) a,v I STA. 12+95.48 C.L. QUEBEC AVE. m m i N N N I rn w l N L_-_ _ �i z Uo U `n cr > I11 Noo c o "o i En M - u) 00 to t7 n b Z U>UW CUI O mz O N 11 o mz O I I TRACT NO. 6757 BOUNDARY a z I + jl o� W> w z J c o I z �� w z W I 5-r co 00 0 112 STA. 11+40.00, C.L. a z 5' 0 0o i o r 1 5 1 1 4(" a owQ� a of s Uo d I s vo a K d n mto 2 20' I U) --- ----- M++ z+ � I In mom o dol moo ,n13 i mod ar N a �I LU .». W s W 1 I 1 O F- rr �... �-. U1 04 = +LL®W + Z 00 N t¢- Z 00 0 F- m Lw" 1 'O -- -- -- -- -0 W -U W 1 2 � NN IY N I N Q 0mlox o rl 0 ++ n O ++ 0=<� OD I V1I I WN UN 30' 30' i I vta-o„wz�l ��� I I �IntnoW�w 1 Nu + I v>z110 Lu pQQ I j 1 O zw w1 49 N F_ F_ F_ UI O F- � W to N QUEBEC SHEET 6 UE (n cncn N U)U) OXFORD HILLS DRIVE J 1\1 1 r 1 J 1\1 1 1 �I SEE SHEET 14 • 360 358 356 354 352 350 348 346 344 342 340 338 336 CALYPSO WAY SCALE: 1" = 50' HORIZONTAL INN 1" = 5' VERTICAL 0 l Z 135.0 LF OF INSTALL 15.42 INSTALL 30" QN IN TALL 15.5 " LF 0 `7 J -RCP 4014.14% N 358 EE CEN 17 I F. OF INSTA-�8.45 18"- R J LF�OF 24� RGJ-RSP ® 0.1 % TRACT 24" RG -RCP O 0.12% -RCP 0 0.49% SEE CEN X HOMES ---SEWER P jNSTALL 127.83 LF j OF ` F ACT" 758 350 N3 i W J= O • UN Z J U 348 J SEWER AND 3TORM DRAIN • Z 346 , Q OM=O� ZIo rF cJ 4 = r�r $ PLANS FOR ONTINUATION c5 m o ? F Q , Lr). z mJ M T..M• ��. r •�a q`' 170 Z Q _J a OJ O O 0WQ tAN Jd= I p z :3za m r rd �� M� .V) ti U V) N if LL' W Q O ci I SECTION DESIGNATION: Q CL CENTERLINE 00 i4PPROXI ATE SECTION LETTER 338 1 Z� INVERT tl FURNISH & INSTALL SEWER MANHOLE r�N CV r Z U W ip W O TYPE "A" PER C.O.B. STD. SW -4. L. - 0-- - S O dZ r a0 2 Z W a adoi ^to FURNISH & INSTALL SEWER CLEANOUT ;21 oa>> W N mJ d� oa PER C.O.B. STD. SW -6. r NOZ r0 a, 0 {4 i 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 FARMINGTON WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL J 1\1 J r 4 INV INVERT SO STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE J 1\1 J r SDMH OXFORD HILLS DRIVE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY SEE SHEET 14 MANHOLE FL FLOWLINE OpN 0 w SAMUELSON STREET 10 I I ' Z ?`kit j j 2000 WZ CiWW I U O GJ -RCP � � � _ D SEE SHEETS 4 & 5 � LF OF 30 30', ppJ® _ z� �Q diJli op 6' n crit aD�r7 dtLo +J00 3I�M m ML�w+F- +jJ(n m I +F- o 0+ F- 2 L�00 w Y Q pip f �M�ol��o [Y I � i La HO IIwW F- I ,U Z I (/) V) C�(nZ0 �o N 40 ZV CIDI cn ir O I 50 I FINISHED 00 �w 9 ' u c.•(n GRADE PIPE O N a t J,Oz� w (n IJ JOD= ` i INVE T 18" DRAIN _ wo= 1 ao I p� 1 = CU ! O o � 00N 1 = 00a RW W 0 d� Gj FL O00 a M V I 0 ui I o b 00 I I INTERSECTION _ S00'57'13"W _ II 11+00 1 N M - --1- - - 12+1100 300.00' STA. 13+00.00 C.L., FARMINGTON WY.= STA. 15+06.49 C.L., SAMUELSON ST. • �_S SOO'57'13"W" 8 SEWER N M T - - - S 286.65' I z- I 8 � OMI-►`) I Q I 1� �Oz N LA Of�0- Nzz INVE, T 8" SE R I� Nzz �Gi/ �/ IMATE FINISHED ix ?o NNzz RW o `v I rn I � N o I 1 o n F-- �-T' o -- --- 2 -- �P 5 , v ``�� I N I I `�' -- Co -- - co 00 (f)i m OD 1`0 c"V� OCG /> �P�����• o I o o o + I c14 + z ,n Lw I -1w I fA 5' ' I -- -- --- Y, u'` x oxo �,° I I r -, oS 20' 30' 20' N LO �' 7 p f fn A 6+ 5 a z r 30' N M �0 ' mNNI ^ j ' z r 3 1 I I Iv - »> En Ij cn(n } `JNvZZZ J 1\1 1 (� I SAMUELSON STREET 1 �/ SEE SHEETS 4& 5 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 FARMINGTON WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 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 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 FARMINGTON WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 'j(1 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - _s -FURNISH & INSTALL SEWER PER CITY STANDARDS ® !,APPROXIMATE FINISHED TYPE "A" PER C.O.B. STD. SW -4. (D FURNISH & INSTALL SEWER CLEANOUT o PER C.O.B. STD. SW -6. --_D ( 0 FURNISH & INSTALL STORM DRAIN jGRADE 0 CENTS INE ALE -3P, TYPE "A" PER C.O.B. STD. D-14. INSTAL- 134.56• LF OF m W N II OpN 0 w 6 U r`) _ 1 7Q UWP Z ?`kit j j 2000 WZ CiWW a U O GJ -RCP a -o T1 'JD _ D J .J a � LF OF _ d ppJ® _ z� �Q diJli op 6' n crit aD�r7 dtLo +J00 3I�M m ML�w+F- +jJ(n m AN +F- o 0+ F- 2 L�00 w Y Q pip f �M�ol��o [Y a d � La HO IIwW F- ,U Z (nz (/) V) C�(nZ0 �o N APPROAMATE O cn I FINISHED 00 �w ! ' u c.•(n GRADE PIPE O N a J,Oz� 1 IJ JOD= ` i INVE T 18" DRAIN _ wo= Q Of0 p� 1 = CU ! O U C.i 00 = 00a W 0 d� Gj +{ O00 a M 0 ui I o a. 1 a 0,00 p W uj j + C +F -M OMI-►`) oz z 1� �Oz N LA Of�0- Nzz INVE, T 8" SE R I� Nzz APPR IMATE FINISHED ix ?o NNzz ui •J ��o� 31 �-T' -- --- -- -- = 1 - - 3�21 -- -- -- - -- - m OD W Do W J O O N tt) gO N LO 2 Q p f fn A h •� 1 r 2 Q� N M �0 ' ^ j ' z r �z I e - »> } `JNvZZZ 10+00 11+00 12+00 'j(1 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - _s -FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE 123.70' 27'47'29" TYPE "A" PER C.O.B. STD. SW -4. (D FURNISH & INSTALL SEWER CLEANOUT o PER C.O.B. STD. SW -6. --_D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D-18. mr FURNISH & INSTALL CATCH BASIN ALE -3P, TYPE "A" PER C.O.B. STD. D-14. 13+00 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 SECTION DESIGNATION: SECTION LETTER -2 SHEET MERE SECTION IS SHOYM NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 } 3 � Q W r r ; o McKEE ROAD or J J d ' v wQ I o i J 0 30 c? Lei. M N ui � o Z �[i tr y U- 1 — — — — N p'-++ U W �N� �' \ 1 M a J I o JJ z J N WZ Jcii oJa I 3 W 0 4 o ticil wtito a I rn wci m N W v N ,,, I N o 00 1 0 oai rn 2 i "' ZO �N W J I �i���!,r ]C to. k dO �N N co 62 N 3 N +�� W ` rn O �o v '� oo w o o z moi N Uz r<iap Oa 1 w o U O y c.i N d__ ao + a Cn rn a 3 rn rn y d ®. -3 1p Z cA o N N ++ ++ N �� ++ OL, ( = a0 O ���� Z v \ a �rD r� p + w �o r7M �a rrw ,� z 3 o Ir o n �, y� \ ! N c� I o+o r- I •- ,n I Q t-,� a w �\ �GG� 00 ` Q N Q I z ►aI-ci— I� �� 'h I u~i aL3�, ala- z �i Z -o f�c� a a 6, F- c > t- tom+ to cn to cn I am v> to F= o NNN w U)Q N SFS ccn \ w \ cn RW o a 1\ vo a �` �-A �>>9 c NO 8 �y / S. S00'57'13"W S 8" SEWER 56.25^ S00'S713"W N '`' 8" SEWER 179.00' 12+00 2 0 - • _ S00'57'13"W-66.87' --S00'57'13"W t 4+00 S 202.19~ - S00 5713" W i5 .81 13+00 T5+OO 18" DRAIN N'n 34 paR-Fl _--FL N11 / m RW ,No w U.1 , INTERSECTION/B.C. S63'09'44"W RAD. II rn wY 45 1 �= 15.7 Z � o STA. 10+00.00, C.L. SAMUELSON STREET ,ice , STA. 10+00.00, C.L. FREEPORT WAY= (n II N N tY 5 0 I J -i Zia '� W 1 C.jb -► z oz I cn - o I 34' z STORM DRAIN M.H. N0. 4 w oM -Ia 5 Q "'z 45 v r'„ STA. 10+00.49, C.L. 9.81RT.= ^ 3 Q N ► II a " _ cio o ' z _ja 3 STA. 10+00.49, DRAIN 1 d 0_ `- CN �� a'fl z w 2 vo ++ 1 3. iv N,ii o�M M o z n z v� �e1 ( z `� � to 00 In -_ -- N O� Z eF I r` W z Oj N sf H O O+ d r, rM 1 w ( N M a M W r� w cr F- O r:_ O n� w _ �z �� I 3W d z ¢b0 �F= ' �> z z Lu o ++ I t N d N . ai - - Ln o ad ao N N M sF J O J II W d -- — w F- a0 F- w z 0z w cv z cti,>ilw =moo z Fa- i� a0 � w w � M 1� o I vQ �o7iQ a rri r')W-j tn00 mi O (n FaFd- N+ I d N O N --'N m n ^�► '3� d' LA- z CD O CTI N N O -� I F- 3 5 5' ' I z - rn U_ W W M M $ 00 I� vwwi w vwwi c~¢i> v~ai Y W 1 a o ++ 49 0 5' S 20' 20' woo F0_ oQ� oo _�cr N o 0 wz v x i 20' 20' m Ow 30' r 30' z� ;Q O w p0 9 -T+ I v► i 0 Q 1 tij 1 w cn cn z o V) cn � 30' 3d w ► 7(j SAMUELSON STREET 44 oa I SEE SHEETS 4 & 5 MAINE AVENUE McKEE ROAD SEE SHEETS 3 & 5 Q a Li CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 500.00' 242.53' 123.70' 27'47'29" SECTION A SCALE 1"=50' HORIZ. 12 1"=5' VERT. 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 FREEPORT WAY SCALE: 1"'= 50' HORIZONTAL 1" = 5' VERTICAL J Cn d 0 INSTALL 18" RGJ 36.79LF OF RCP ® -INSTALL13.47 0 F OF o --0.16%18" R J -RCP 0 1.19% Z 00O 00 o 3 o ALE -3P, TU OF INSTAL- 134.56• LF OF m W N II OpN 0 w 6 U r`) _ 1 7Q UWP Z ?`kit j j 2000 WZ CiWW a U O GJ -RCP a -o T1 'JD _ D J .J a � LF OF _ d ppJ® _ z� �Q diJli op Din n crit aD�r7 dtLo +J00 3I�M m ML�w+F- +jJ(n m AN +F- o 0+ F- 2 L�00 w Y Q pip f �M�ol��o [Y a d � La HO IIwW F- ,U Z (nz (/) V) C�(nZ0 �o N APPROAMATE O cn FINISHED 00 �w ! ' u c.•(n GRADE PIPE O N a J,Oz� 1 IJ JOD= ` i INVE T 18" DRAIN _ wo= Q Of0 CU ad• 1 = CU ! O U C.i 00 = 00a 0 d� Gj +{ O00 a M 0 ui I o a. 1 a 0,00 SECTION A SCALE 1"=50' HORIZ. 12 1"=5' VERT. 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 FREEPORT WAY SCALE: 1"'= 50' HORIZONTAL 1" = 5' VERTICAL Qq%2711(0 L/*4T -4.57 00L� 114 -On UNq 3 6 19+nn /02 -'a-d -/3 13+00 14+00 A , REVISION APPROVED 15+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 �r7—off ROGER A. McINTOSH a: 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 rn J Cn 0 � M o 0 rn o 't Z 00O 00 o af o ALE -3P, TU OF INSTAL- 134.56• LF OF m o 0 w U r`) 00 24 GJ -RCP 0 0.16V 18" RGJ�RCP ® 0.36% INST LL 155.1 LF OF 18" RGJ+-RCP .15% n crit Of m AN m o Y w Y Q a w in a La w M O �o N � O cn 00 �w W 1 u c.•(n O N a J,Oz� =Z ZJN= IJ JOD= ` _ wo= Q Of0 CU ad• 1 = CU ! O U C.i 00 = U 00 d� ZO N +{ ui I o O a 0,00 +1- ('\ 0 + + C +F -M OMI-►`) oz z 1� �Oz N LA Of�0- Nzz NNz I� Nzz APPR IMATE FINISHED ?o NNzz ��o� 31 �-T' -- --- -- -- --- - - - 3�21 -- -- -- - -- - ----- h •� 1 r ' r I VERT 1 " DRAIN INVEI ZT 18" D RAN 1 IN RT 24" DRAIN 1 1 i 1 i - 1 1 {I - INVERT LINVERT " SEWER 8" SEWER IN VERT -87- SEWER^z p O O 16 OTE: � X ocr N N ONTRACTOR f'A'nokl TO RIFY _j x� -1L`"� vOD� z _j°'= v=ao z -I v` �``' C1F EXISTING AND SEWS( LINEQLE W. Lj J 00 BEFORE CONSTRUC ON AN Z - n DIF -1-1 IN F _N0D �� ZCsi1� ' N _� Zd �� M^ ANY DISC EPANCIE . O�aOMc� O N Q M �A N -I-'`� _ Cy +r'?F-F7 z F7YDc6„N� t---�Z0 Licnz> z0 vfcn?? 11 INSTALL 161.85 LF OF 8” SE R 0 -0.25% INSTALL 1 6.25 LF OF 8" EEWER 0 -0.26% INSTALL 17 .00 LF OF 8" SENER ® 0.26% d Qq%2711(0 L/*4T -4.57 00L� 114 -On UNq 3 6 19+nn /02 -'a-d -/3 13+00 14+00 A , REVISION APPROVED 15+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 �r7—off ROGER A. McINTOSH a: 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 rn J Cn 0 � M o 0 rn o 't Z 00O 00 o af o 0 Z I m o 0 w U r`) 00 o� D � w (0 N n crit Of m w m o Y w Y Q a w in a r� m' J Cn d W d 0 w Z a, � yr La w �o Lu cn W n a z Q Of0 C) 0 ui I o a 0,00 co z a z Q 4 0 co H . Woo; "' a- c W 0 < _ cc LuLu-- co Z ,, x :2 }- Lu F. Q Z � 0 M� LIJ ' 0 ti V to Zco 3 O cc N 0 z Q o V Li � a t - a' 111 C w cm LL 0 /,;-6757 �:cn a OXFORD APPROXIMATE J ��1 J r SD STORM DRAIN MH MANHOLE _� " i CATCH BASIN _j HILLS DRIVE 0 CEN RLINE SCO SEWER CLEANOUT ss STORM DRAIN MANHOLE EXIST „r I. N o SEE SHEET 14 RIGHT OF WAY M.H. MANHOLE o FLOWLINE ,_ 3 Q � LUX N Q W0 uiw c,d of n Z �z jvv)zo :3 ' � , I J Opv i O 23 a� xo zJl W I UN i Q Jo ° m Li CC) C rn Im aW a of O W _ O,n0 a0° _iyf i t �J �� ooQ Z�� " 5' �� J ,� l-ooI-o W =N 13 I C) N 14 15 N cy / Z M- < 00W, = W MATE ~�'��'� C3�o0 O 1 FINISHED , I J ��o 0 W o� O N m++ �oo-� al LWo �+ (V N (Q IC) I Wowcc) W Z W C'i Cto� o vi I z >_ N��ryryXti 16 24 W or) ��� �ro o c�v>Wcn4In z co � C, WW �� f zo ^IN VERT } O moo- Zoo ' co I Q cn [ �ajj I INVERT l WOozz Q I is ti\, C�ti(�n jr La 0 cn Nzz 4 t INSALL215;OLFO \ co \ fR/W I R01. % g j ��• �Ze 'ADE 0 NTERLI _ 1 v o- GR FL Z CATCH BASIN N0. 15 -�5• - o T� SEE SHEET 14 TOM S00'5T13" S 6" SEWER N M 215.20' = .�00 Z _LEJ d S END OF 18" PIPE S00'57'13"W 00 2i5.2d' 1- I -' SEE SHEET 14 o+ �. v N M 5' Of L___ 18" 1 DRAIN NVERT 2 " DRAI w. 25 SEE SHEET 14 '� co _ FL Zi U9. R/yyJ _ `5T opt/ °° 1 Q M o Lo a I_, ti /2"6F`S2 i O I z wt��a1 APPROXIMA1E I M � O �co� 6 j 69, o j j V) -- oa --- 110 I 0 C•NTERLIN -I� v> z a I o (n KK W I N °° = w 00 20 1 19 ± 18 --- �'-s`'< \ 17 2 6 -- S, , - i W o W Q 'cn- Q 1 O \ 0 o� 20' 20' a vzi vzi 1 \ La 30' v 30' w u�'i (Wn c� vWi U)i OXFORD HILLS DRIVE ` SEE SHEET 14 RANGELEY COURT SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 f --- ABBREVIATIONS CL APPROXIMATE FINISHED INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB GRADEI 0 CEN RLINE SCO SEWER CLEANOUT ss STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE o FLOWLINE _ 3 Q � ►U-- N Q W0 N c,d of n N jvv)zo :3 ZO' � y n- dM uj d(n aM0 QM' �M NO Q Jo ° m Li CC) C I O' O W T Q O,n0 QNto mN i t in 3 O " SEWER �� J Q > U OQr W Z > D�Cj zh W ZJ • W — ARPROXIMq e � M M- APPROX MATE [DE C3�o0 O p. FINISHED iii J DE_ PAVEMENT al LWo Do s N O (�,� Q 71 3 Cto� cr_ I z >_ O Lf (n 1 L C5 Z -j z=i ` .o �ro o r z co � C, WW �� f zo ^IN VERT } O moo- Zoo ' I Q (0 [ �ajj - INVERT l WOozz UI gN z jr La 0 cn Nzz 4 t INSALL215;OLFO m cN 6"SE R01. % g j N '= �Ze 'ADE 0 10+00 LEGEND: 11+00 12+00 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 D C INTERSECTION/TRACT 6757 BOUNDARY STA. 25+35.87, C.L., ASHE RD.= STA. 10+00.00, C.L. THORTON AVE. --- - - - - ----- off 25+00-- S00.25'27"W STORM DRAIN M.H. NO. 20 flk"Y0.64, C.L. 25.00RT.= DYNIE25Sg0.64, DRAIN ; (1 — — 5' I, , IN zD o rn Go o cn I 1 28 1 I I N i I I 1 N I 0 1 = z — — — — H , O 2 7 20'205 a 30' v 30' Wr w U 1 K vn ry/1 THORTON AVE UE v N SEE SHEET 7 N s5� 356 354 352 350 348 346 344 342 340 1 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+00 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 D C INTERSECTION/TRACT 6757 BOUNDARY STA. 25+35.87, C.L., ASHE RD.= STA. 10+00.00, C.L. THORTON AVE. --- - - - - ----- off 25+00-- S00.25'27"W STORM DRAIN M.H. NO. 20 flk"Y0.64, C.L. 25.00RT.= DYNIE25Sg0.64, DRAIN ; (1 — — 5' I, , IN zD o rn Go o cn I 1 28 1 I I N i I I 1 N I 0 1 = z — — — — H , O 2 7 20'205 a 30' v 30' Wr w U 1 K vn ry/1 THORTON AVE UE v N SEE SHEET 7 N s5� 356 354 352 350 348 346 344 342 340 1 � LF OF +I J J�1 r OF 24" � M N d 1 RCP 0 00 ' " 't UNIT BOUNDARY 1 Q N STA. 26+40.28, C.L.ce a' _jIIW ASHE ROAD (n"11 n 28 Ol 24" DRAIN 212.40' 18" DRAIN 10.00N89'34'33"W STORM DI—RAN M.H.Np• 21 23.42' -4N STA. 27+43.44, C.L. 25.00RT.= N8934'33"W �FL STA. 27+43.04, DRAIN 18" DRAIN BLOCK WALL E WALLL SEANS FOR Q rr} DETAILS I � LF OF +I 23.42 L 212.40 OF 24" o n M N d 1 RCP 0 00 ' " 't 1 2 2 SHEET WHERE SECTION IS SHONAJ a' _jIIW N I Z UW W U MR FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" jL: 00 3 add ao _ : SELMA STREET SEE SHEET 9 I I I 30' 30' 5 1 20' I 20' 5' II FY I ((w 1 I 4 1 �, t I E.C. S87 -15'42"E RAD. IC3CN \ STA 13+07 79 C L V) \ J ��1 1 r 11 I I I I 12 I I R/W-1 � J r RANGELEY COURT J�J J 1 �� 1 FARMINGTON WAY SEE SHEET 13 SEE SHEET 12 toI 14 F � II N 5' � r= � N F C, �� � 20' 20' % (N C) 19 I I n 1 =J I I 30' I 30' o d rl F- N O ( 30' 30' I N o v o d p , I J I H i 20' 120' Nr'�")> wiW N N �- NM> rn O I O 47 O(n 0) M I , w o w -- i I N o I I o Xo I o i t I 5 1 Z cU>w N Z o(n �' w CU w CJ Z U>W -j �',� J w w �W J OU 0 toz F- w � o t o z -1w o 0 0 o JLL)w 0 - z ¢ o 0W� ��- I a �-� N �W 30 29 d� a 44 45 1 46 a I Z dw a I �� N 48 49 , 50 6 Q m 1i (p = (p (p ''� 1� (p r7 Q M li. 6i I W rn U 2 U O I N 1 N I JO co rn N Z m o� I Coco °N° I N I N m� o�Fozco(o I N to O I ���t mto�o 1 N oJ00 N I f _+ vwi '- + ++ I O 00 I + +_+ N i NS ='ter I I I g ++ a O ^o z �00 f I wI 13 ►O -aw w0 r � � N w p - p - Fes- maw 20 00 Q rnrn Q 1. w ma N I M �¢�a oQ3da zr- odoQ oaaf1. + I +i'n'n + + I o w z F - w F- F- N a d z � z F- o w Ln , ,n cr , °}' , °° °° + a+o I o o+o o+o + 1 + I + �(,^n I I cy (n z o w cn (n (n (n 1 Of N w (n w (n (� (n z o I w 1 1 I o0 �' I - I o Co o w -- -- 00 3 ad 1 � aQ z � N�---- 1 Q Q W F F- d w F -I- X14- o as Q Q Q Z m 6) (n (n (n Q Q (n (n (n Q F F-- F- / oo � c i R v~i c v~i c0 cn cn (n (n (n ( U) / - - - SELMA ST. - -' , 12 FL A _ _ - FL , D SEWER MANHOLE N0. 25 18" DRAIN u) -c, o / S S89'02'47"E 8 8" SEWER S 321.71' 500'57'13"W 25.42' S89'02'7"E . 8" SEWER 74.06' 1 S89'02'47"E S '� 8" SEWER 274.06' S S89'43'41"E S 8" SEWER 281.70' S STA. 9+94.93, C.L. 5.00LT.= S89'02'47"E - - - - - -I - - - —I- - - 548.12' - STA. 9+94.93, SEWER - 11+00 S89'02'47"E 1 + 0 321.64' 13+00 - + D -- -- 19+00 S89'02'47"E 20+00 271.68' 21+0o 14+0o S89'02'47"E 15+00 Rs+oo 1 18" DRAIN 17+00 - N M 511.37' 18+00 ` s�q �� �9,y INTERSECTION N88'09'14"W RAD. 3 1 I \ XR6 yp� STA. 10+00.00 C.L., OXFORD HILLS DR.= - FL STA. 13+00.00 C.L., SELMA ST. , / _ _ _ _ _ _ - - - - - - - - - - _ _ - - - - - _ - - - - _ \ B.C. S89'02'47"E RAD. - - - - - - - - - - - w 00 i �R/W - -� - - - sq�q �SF 3 STA. 12+92.21 C.L. 1 � Qf Ir¢ F- R/W F- (w o M -- SELMA ST. w Ito o 00 00 it o V o0 0 0 C, 0 o w 7 �' \ S -- —� � S ii a o 0 1 v o I o I o ao� I ae° o N o 7pX��p� w w r� ( a� I 6i I o5 ai a \ (n 1 I I o d 00 r) o O S \ I m i � >- � in F= I d- I Co 5 ri ri II OMA ao mo 1 I I � I , o p I r- ��,� 00 0 00- ` 1 co O 1 N e0 O O d N O O r7 M " Q rj raj ' 3 N O c0 d 1 6i O II 00 (o N a0 �- O Fh F- ` 00 C (n I r; I , I o N d- N z o o t6 Ir I o, o o I _z o I ci o ,ri ti r` O \ YA O M to F- M W I Q^ Z Z M i 4 1 O Z '_ O� I N 6i Q (n N r- O �F c0 cp OCT + I + + + J O J 1� (O + JQ + 11 PP + m (-1 w 00 ( O 9 /Q 2 I o N 1 _� z ciww 1,,, cio z = cio 1 I I m �- I I 41 I w do z>w 0) I N I + + O o + + + .n o I Q II w 21 22 Q Q 23 24 w Z �W� i a 1 26 1 27 1 28 � 43 1 42 I O ,4- _ �w 11 10 g + k Q 8 \ (o a d of of d T 1 a z , 00 o w Q (� �( ao z Fh M Q d Q z F- d Q d a N .= 1 (n v' + o o ao ¢ ri ri < v7 v7 (n I- r Q m J F- (n ( C> U m N J I e N N U7 F F- F- O (n F I I M w ly f� Q N (n 5' W Z Fi W (D coI ( (n 5' m J D 10 (n Q • J- I" 72' xQ z+ (n `-++ + I I (n -- -- -- 20' 20 ! I F- OW Q ��a I o r+ir i I 1 I I 5� - ++ _ +wN ~ —1 30' 30' I 1 : w U (� (i c� 2 5 cx ► I t , , p ►- a W I I I I ( 20 w rnrn v rnw(n I I cio F -ow z �� I I I I I z �O c--0 Nzo ( w V) U) v~i V)(( -i ( + 30' 30' I z FQ1Q- FQ-ow � 1 1 SELMA STREET �° o w V) (n C-0 (n z o I SEE SHEET 9 Lj+ COASTAL LANE (n+ w�o SEESHEET —J1J U��1� r Ci N N 358 356 354 352 350 348 346 344 342 340 338 336 334 332 33 32 32 32 32 OXFORD HILLS DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 8 6 2 %J ° CURVE TABLE CL CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 7.79' 3.89' 00'53'33" Q 500.00' 7.79' 3.89' 00'53'32" SDMH 500.00' 15.58' 1 7.79'1 01'47'05" OXFORD HILLS DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 8 6 2 %J ° ABBREVIATIONS CL CENTERLINE INV INVERT SD I MH MANHOLE CB CATCH BASIN IN TALL 42. 2 LF 0( JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST + ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE '4'o� N� N3 �w� .98 LF �F P LF F F I w° oo O �M>I II w� -1 II. w I O INVERT 18* r RAIN I I zU I j -c�F �� J °-k CU 00 fZ ��o Itn �p� Im pOjw �J Z QN (' X10 18" RGJ-RCP -0.121 p `rZp �Qrj 0 � O To QI � INSTALL 8i.37 LF CSF 18' R J -RCP _=0.12' �F ty-dQ zo w Z I i U)zz u)Zm ft o a 0 a w� A OXIM+71 ~ 0 338 I I -. FINISHED {_-iuRADE-@ PJt L I � � I t1.2' i INVER1T 18" DF { AIN I C6 Of I I I I I wm ?�M 1 Im- oU cr a mz I (.i I CD � W o_ 0 -, f Nd II (- I cc `� Md Nw '-�- wCD N i Z-'�N O i z`nom m 1 -w- I�ai� >'w wJm =v M > 1 Q1� I I �(oN `r F� � F+� a OOOp'� of Q m T c I 1 j Qny ,,L z o I 1 O + M I- 00 :C,) I.i O O� ) O U rn � F- Q W Q R- N TMj (D � O + O1� 1 1 ( ( U F"+,7--F� + OM II m ( j { i t ��_ Z o Q O Q 6+ I I - l i Q !�� o,,, TO �Z'O 1 )PROXIMATE i FINISHED _ !- �, } N jjj ,� N H» Nz z lil (n� 2 - (nZ I �O - I c.�(rrizo Z F_> w(n? (n(n�? �» RADE QCENTER'INE 1 (- p� --- -- --- - - - - - - } I I 1 -- --- --- - -- --- -- f � J j 1 ------------ t - -- - -- -- - -- - -- -- INVERT I 18" RAIN I-- --- I �- = F 1 -- -� NVERT 13" DRAIN -- --- -- _- { • i I INVERT 1 "DRAIN' INVERT 18" RAIN I i I -� .I ( I ' L I RT 8 SEWER N�ERT 8" $EWER I U �NO - CD - 11 VERT 8 SEWER fl o I l ` i �� } N C1(n + ( ! 1 i F No M ( w �j in w N Z�3a0 Z2 O Z - Z 00. 1 o z _j ( z Jai �= j _j 1 J `° O� _' II zr n Q o Of to _ to Z (o { z o '+. 1 �� O _ f'� Rte Zcm s + Q d I M F1 MF- I I ! I + H I i Q 73 } OZ zZ c�llZO O I 60 II W~ O > �.- w~ -- w�Zz >:Lj >: f wFQ'zzz INSTALL F OF 8" I SEWER -0.35% -- I INSTALL 274.06 LF " F 8 SEWER ®-+0.35% I STALL 2 1.70 LF,OF 8" S WER ® 0.25% ! i INSTALL 321.711 LF OF 8" SEWERI ® -0.911% ,274.06 I i I i , -7�nn I u.J-nn 1 20+00 21+00 10+00 LEGEND: 11+00 12+00 13+00 14tuu 1:» -VV T .M- 45'6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION g FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER FURNISH & INSTALL SEWER MANHOLE _ A TYPE "A" PER C.O.B. STD. SW -4. - �-.- - - 2 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. ----D—FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. ..�. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. iv r vv 0q%271i(,r 356 354 352 350 348 346 344 342 340 338 336 334 360 358 356 354 352 350 348 346 344 342 340 338 336 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 14tuu 1:» -VV T .M- 45'6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION g FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER FURNISH & INSTALL SEWER MANHOLE _ A TYPE "A" PER C.O.B. STD. SW -4. - �-.- - - 2 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. ----D—FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. ..�. FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. iv r vv 0q%271i(,r 356 354 352 350 348 346 344 342 340 338 336 334 360 358 356 354 352 350 348 346 344 342 340 338 336 360 358 356 354 352 350 348 346 344 342 340 338 336 0) 360 i o toa M _ \ INSTALL 80.00ILF OF O d OZo0O o 18" RGJ-RCP 0-0.12% Uof-4- o M. ZL9 -i 11 U>w O Z LL- I � i Q I I o J Q d J M qq �M Nw W(Jco L� o�o N N '4'o� N� 0�>: �w� (n Ne F I w° oo O �M>I II w� -1 II. w ao O INVERT 18* r RAIN I I zU Z m apjl WW JW d -c�F �� J °-k CU 00 fZ ��o Itn �p� Im pOjw �J Z QN (' X10 / p `rZp �Qrj 0 � O To QI � ' Q I~ co �F ty-dQ zo w Z I i U)zz u)Zm I 0 a 0 a w� A OXIM+71 ~ 0 338 I I -. FINISHED {_-iuRADE-@ PJt L I � -- I t1.2' i INVER1T 18" DF { AIN I C6 Of I I I I I wm ?�M 1 oU cr a mz (.i 360 358 356 354 352 350 348 346 344 342 340 338 336 0) 360 324 o toa M _ \ F- O d OZo0O o o Uof-4- o M. ZL9 -i 11 U>w O Z LL- I Z P , Q i o J Q d _ Jp QF6OM V 00 Coro M+' — c0 M J I C] MM W(Jco L� o�o a '-7w w M. z 0�>: �w� (n APPROXIMATE o F. -o I Z'�ti (=o N (�Z I ! I U) �a N w W m m o y- INVERT 18* r RAIN I I zU 1— � 0 346 Z Z � V / 00 00 344 0 v Po Md ' Q co Z x 342 z }I' m 360 324 358 p 356 320 354 > �I to H Z -i 00 i C Z M. ZL9 -i 11 U>w �o d Oi O MO V) Q Oi W J O M 4 Zrh00p0,. i 354 w _ Jp QF6OM V 00 Coro M+' — c0 M J I C] MM L� o�o a '-7w w M. z 0�>: IQ -OW O oma» APPROXIMATE 1 I Z'�ti (=o N (�Z I ! I FINISHED �a F GRADEI 0 PIPE INVERT 18* r RAIN I I zU 1— � 0 346 Z Z � V W 0 344 0 (n 4v co LLN 342 z 0 a 0 a w� ~ 0 338 J C6 0 (.i W o_ 0 cc wCD N O O 332 334 334 z SECTION A 330 SCALE 1"=50' HORIZ. 14 a W 1"=5' VERT. 4 > 328 326 1322 f 360 324 358 p 356 320 354 352 350 348 346 344 342 Kb3 34C 38 360 1340 f INSTALL I i 2� .42�LFp_QF --P--� . ` I o p 358 C> �F m o > �I -i 00 i C Z M. ZL9 -i 11 U>w �o d Oi O MO V) Q Oi W J O M 4 Zrh00p0,. i 354 m _ Jp QF6OM V 00 Coro M+' — c0 M J I C] MM L� o�o a '-7w w M. z 0�>: IQ -OW O oma» APPROXIMATE 1 I Z'�ti (=o N (�Z I ! I FINISHED "'- F GRADEI 0 PIPE INVERT 18* r RAIN I I 348 360 1340 f I11 o p 358 356 0 0 a cl) = Ir w J 354 c J 352— x = 2 350 W 348 1— � 0 346 Z Z W 0 344 0 co LLN 342 z 0 a 0 a ~ 0 338 J `° " SECTION rB f' SCALE 1"=50' HORIZ. 14 1"=5' VERT. _ .. krva 102 • ���-- W pWr U. 0