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Home My WebLink About1.2-6759 Ph 1 & 2 Record DrawingTAFT HIGHWAY 7 8 j1TO1 TI 12 13 14 15 i6 17 78 19 20 21 22 23 24 25 26 27 28 29 30 31 32 334H 1SMH�� IJI �� J i�� _ 34135 I 3 s BOGART 3 SMH 3 oRi� s SMH 4-- SMH 5 w 3 \ 36 lo' 5E'NEq FAsEMENT 2 60 59 58 57 56 55 a 54 53152 51 150 49 146 47 46 �S 0 37 PER 1✓<L- ��*P 61 n A 451 44 43 142 141 40 r39 38 1 ® 1 71 C64 DMH7 3 24 23 22 21 20 `;' 19 18 17 1 16 15 114 113 112 w 11 110 9 8 1 6 5 1 q 3 I m'z 1 ® 75 SMH 33 �LLJ a �I_� C82I_ x z_-_11AME_NCO__�Jyar DMH 4 f 2 x w w 1 SMH 6 SMH 7 ESMERELDA DMH 1 -DMH 2 CBS--'--L-='i--� [4 2 I SC 2 1 25 _ _3 AVENUE 3 a 74 I w 27 SMH S SMH 9-__ SMH 10 T" j�'�FSMH 11 SMH 12 CFS7ER_ _v'S _Tr Hrf Tl E 4 26 N 28129 30131-21331341¢ 35 361 I 1\181 I 'II' I� rT I I I I IO� f 73� Iv 41 42 43 44 45 46 47 48 49 50 51 7 SMH 35 r— 4 37 3a 3939 440L 0622 68 5 1 1�T_�-�" `�i�"�"'I'�i�-DMH 25 opuILLE DMH 5 26 CBfi 2 m I X I 16 17 8 9 110 F 2 13 14 115 16 17 18 1 19 .O 21 22 23 24 25 2 WAY 67 I DMH 6-��I--.Cgg-DMH 7DMH S 71 I ��J_�_�—CBi� I_ L / n 5 5 3 CB7 --SMH 14 _ S(MH 15 _ _ C69-3 MARDAL H 16 AVENUE s DMH 9 17 _ _ S SCO 3S1 7119 65 0 1 7 55 53 52 151 150 49 148 47 ¢ f M. 145 144 43 2)f 11 I 9 138 37 36 35 z 70 � o 42 47 40 3 1 �4 (33 I-321x3/�I_3�0 ��29 I�2 ! 3 64 113'141 v x"I-T-f-I—T I I c> h J� L11_L1 J _L 1 J 3 69 6 5 1 9 10 ii 12 I��I1sI o01 11 1181 221T120-11 19 18 117116115114113 m 1 11 110 1 9 18 17 6 s 4 ' 68 s3 SMH 201 -LI-_` `J aDMH 10 0612 I < DMH 11 CBi66 sz COMM0I�WEALTH CB1 }---SMH 22-SMH 23 12 0�t5__SMH 24- 9 I i SMH 21 - DMH 11 - CB1 AVENUE _ i ss 61 2s zs 24 z3 DMH 13 CB14-DMH 14 v DMH 15 DMH i6- DMH 18 SMH 251 31 301 29 28 271 r22 121 120 119 1 22 1 24 _ _ 25 281291 30 31 32 33 34 35 36 37 38 SCO 4 65 0 13 ONHEGAN 1 I J AI i I �1� �Y 1 1 DMH 191_ —I I j j j j -- �' oSCO 6__ 26 1 1 U lv� J �I I I I I MATAVAN DMH 23 -i1- i i —I— i i _I -1 jw 60 32133 34 35 36 37 38 39 4D 41 42 43 z SMH 261-�J- SMH I27I-��-�I ' CBi9 p 11 DGB MH024 C821s I a5 47 4s ISMHaa 43 4z a1 30- �ao 3s SCO 6 _ ACK AVE. SMH 28-' L t s9 DMH 20 DMH 21 C617 �� DMH 22 0618 SMH 29 WINNIPEG _ DRIVESMH 31 s3 a 1 yr 58 57T561551541- 7 56 55 154 1153 52 50 49 483 47 14611 / SUMP 51 52153 1 61\ 62 s1 i 54 5 s7 58 59 60 KEY MAP Fil STORM DRAIN SHEET N0. SCALE: 'I "=200' SUMMARY OF IMPROVEMENTS SEWER IMPROVEMENTS UNITS UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 OFF–SITE TOTAL 6" SEWER LINE LF 357 346 251 256 68 – 1278 8" SEWER LINE LF 2358 2060 1345 1180 1585 889 9417 4" LATERALS LF 2535 2514 1802 1740 2171 505 11267 STANDARD MANHOLE EA 9 7 5 5 5 4 35 CLEANOUT EA 5 – – – 1 – 6 STORM DRAIN IMPROVEMENTS co AND FITCHBURG DRIVE z 12. WITHERNSEA LANE ' 18" STORM DRAIN LINE LF 1661 1154 496 526 140 – 3977 24" STORM DRAIN LINE LF 216 886 546 – 30" STORM DRAIN LINE LF 25 11 – – – – 36 STANDARD MANHOLE EA 9 11 3 2 – – 25 CATCH BASIN EA 8 8 3 2 1 – 22 OUTLET STRUCTURE EA 2 – – – – – 2 gaPRovEo 8Yi 6 AIN(= NEPTUNE' 2.C. E, 55102 t)ATkv Y2C-Y15/ON �2z P4 5-5-47 DANIEL PAPILLA l2,C, E. (0700$ 44?E q SEWER MAIN UTILITY TRENCH SIDE ! I g MULTIPLE UTILITY R/W TRENCH WATERLINE SIDE 1 fL WAAT i 5 TYP. 5' 5' ( 4' TYP. TYP. 1 4 3, Q WATERLINE LOT PAD COMBINATION FINISHED STREET COM81NATION 3 TYP., 1 SIDEWALK GRADE SIDEWALK LOT PAD 5' MIN. I i 60" 36" TYR 5' MIN. TO 7 MAX. loo j TYP 0 TO 7' MAX. * Lo 19 MIN. 1% MIN. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES ON DEEP SEWER, SLOPE LATERALS TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. t A DETAIL TYPICAL SEWER LATERAL INSTALLATION # FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. *"2{Tt r 4 BENCHMARK: CITY OF SEWER AND BAKERSFIELD STORM DRAIN PLANS r TRACT UNITS INDEX OF SHEETS MANHOLE SHEET TITLE o AaCOVER SHEET SEWER MANHOLE 2. SEWER AND STORM DRAIN NOTES 3. BOGART DRIVE zc 4. EXETER STREET, PETERBORO AVENUE 0 v 0 a AND BEEVES STREET MANHOLE 5. ANTIOCH LANE, LADOGA LANE ( AND CARIBOU LANE L 6. ESMERELDA AVENUE CONSTRUCT SEWER MANHOLE 7. MARDAL AVENUE © CONSTRUCT SEWER CLEANOUT (STA. 10+00.00 TO STA. 23+00.00) 8. COMMONWEALTH AVENUE o CONSTRUCT STORM DRAIN (STA. 10+00.00 TO STA. 23+00.00) 9. MARDAL AVENUE J TYPE "A" PER C.O.B. STD. S-12. (STA. 23+00.00 TO STA. 26+85.70) AND -- o COMMONWEALTH AVENUE 'm EXISTING MONUMENT (STA. 23+00.00 TO STA. 26+85.01) 10. PACKWOOD DRIVE o 11. WHALEBACK AVENUE co AND FITCHBURG DRIVE z 12. WITHERNSEA LANE ' 13. AND WINNIPEG DRIVE FIRE ISLAND DRIVE � U AND MONHEGAN WAY 14. FLAMENCO WAY, ADDISON WAY AND WORCESTER WAY 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 CULVERT B 11.44 OVER STINE CANAL, 19 1/2 FEET NORTH. OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING 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) BASIS OF BEARINGS: THE BEARING OF N. 89°04'33" W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. AS SHOWN ON SURVEY INVESTIGATION MAP NO. 7-1 BK. 6, PG. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. FOR NO. 6759 1 THRU 5 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. m MANHOLE CB 0 MJ o 0 SMH SEWER MANHOLE SCO DMH SEWER CLEANOUT �h STORM DRAIN MANHOLE EXIST EXISTING V/Yj VGi,/NWjED BY: zc ° R/W 0 v 0 a M.H. MANHOLE 0 TOP OF MANHOLE/TOP OF ( Z I Q� L ' L Q CONSTRUCT SEWER MANHOLE W U M © CONSTRUCT SEWER CLEANOUT ro ¢ -� �o� o CONSTRUCT STORM DRAIN W cp j CO O � 0w J TYPE "A" PER C.O.B. STD. S-12. N of EXISTING SEWER LINE -- o W w Y 'm EXISTING MONUMENT m EXISTING SEWER MANHOLE 0 EXISTING DRAIN MANHOLE o �V�ER A b� ENGINEER'S STATEMENT M 1YJ a U =w o k 5p THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH -:"- CITY OF BAKER ORDINANCES, STANDARDS, AND DESIGN CRITERIA, IN AND INCLUDE ALLLL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, mN�, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. _p �o o -I =o APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 06-30-08 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ABBREVIATIONS CL CENTERLINE�--- INV INVERT APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR SD STORM DRAIN R.C.E. 39880 EXP. 12-31-07 MH MANHOLE CB CATCH BASIN J8 JUNCTION BOX SMH SEWER MANHOLE SCO DMH SEWER CLEANOUT �h STORM DRAIN MANHOLE EXIST EXISTING V/Yj VGi,/NWjED BY: ELEV G7'VP ELEVATION R/W RIGHT OF WAY M.H. MANHOLE TOM, 36322 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —s—CONSTRUCT SEWER PER CITY STANDARDS Q CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. © CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. -� CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN = MANHOLE TYPE "A" PER C.O.B. STD. S-7. CO CONSTRUCT CATCH BASIN H TYPE "A" PER C.O.B. STD. S-12. —s EXISTING SEWER LINE -- o EXISTING STORM DRAIN LINE 2 EXISTING MONUMENT wf.- EXISTING SEWER MANHOLE 0 EXISTING DRAIN MANHOLE ANT PUBLIC WORKS DIRECTOR 19 Q 20 21 22 rnlrcvmry ROAD IL.�Ip TJOS R2 E 0 30 � 29 28 0 27 0 0 26 McCUTCHEN ROAD w 25 30 HOSKING 131 a 3,7 w 34 J5 36 31 J Q McKEE ROAD GREENFIELD T FT Hwr. PUMPEIN L—_ w 119 3 CENTER > 5 4 a C 6 PROJECT C0RN0W a 2 SITEo 0 9 w B 10 G 11 12 7 HIS ❑ T37s R27t r -i 1-1�f— 15 14� 13 18 VICINITY MAP NO SCALE DATE TE z c a 2 0 c ~ Lu w D W O < _ = 3 CO H LO X 2 wf.- W co Z z W ' � U U co z 13 a' 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 FOLLOWNG CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-7, S-8, S-9, S-10, S-11, S-20, S-21, ST -6, ST -22. 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END NTH 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 ASIA 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 ASIA SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL I BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE 'NTH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: I.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 FINER 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. I.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77T 35 (25`C t3 ). PROPERTY INITIAL (PAR. 1.0 TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE ±1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE i -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 LEST 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. I.C. CHEMICAL RESISTANCEOF 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 t3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(l.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION CONCENTRATION SULFURIC ACID 20%" SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 5%+* NITRIC ACID 1%"- FERRIC CHLORIDE 1% 1% SOAP 0.1% DETERGENT 0.1% (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM "THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES 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 'NTH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING .SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. IF APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING 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 NRH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SLING OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE ENO. 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 NTH 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 CONCRETE. LINING IS CHANGED OR THE NEW WORK IS BUILT E JOIN EXISTING UNLINED CONCRETE. H EACH RETURN THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEARED WITH ADHESIVE BECAUSE OF THE JOINT TIE RETURN BEING L B WIDE OR ROUGH OR BECAUSE OF SAFETY THE LL REGULATIONS, THE JOINT SPACE SHABE 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 I.I. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED 'NTH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(LE) 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 WLL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE 1.0.) WHERE Y = ALLOWABLE DEFLECTION IN % (5%) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTIUTY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS MAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. SACKFUL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN -SIN MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DNISICN OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90O� RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 10, SEWER PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING NTH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDDIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360' IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE AS REQUIRED, THE VIDEO INSPECTION SHALL BE WITNESSED Y" THE THE CONSTRUCTION INSPECTOR WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY FORM.. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY' FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT-OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWUNE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S -B, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. In 17. 18. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS VALE NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED 'NTH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH TUE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE, THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT, :Tllclg7llkl9 /017: CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATONS 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 UNE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. 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 SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. LUliii&l"YI1:iL3rm!PT.IpIl9.is:mw.F9i619lrI SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED.. 'S ESTIMATE FOR THE WORK PERFORM IN THE RIGHT-OF-WAY AQTQA'', BALL BE POSTED PRIOR RISS �,,,_ 0 0 U m 0 n 0 0 `0 N � F M o j ¢ a e � O z FD0 D a Z o I Q J J Q � w w I 0 n 0 w m n o uw - N W Y g Q m 4 � I *.NI �/ I V L11 I` p NoC3 '2 w xP. o: -18 W. Or CAUYO` W N ( ,�J JJ (p , - / w Z Q a W o cl) 2 � 0 h Z cW c Z 0 Z = 3 0 Lu 2 h crO 40 x i N W F- I 0 F r Z Q Z Z W ? _ W U ;e 3:: - CD O � Z H 61 E Q F I V L11 I` p NoC3 '2 w xP. o: -18 W. Or CAUYO` W N ( ,�J JJ (p , - / Sr4 9K 4 3 — ---� z. 2 30' PACKWOOD DRIVE SEE SHEET 10 J 1 T 14115 � i 15117 1 , 18 119 7ni 71 �� 3 i4!�� 1)r;i')7 1 �0inn TJ ....... BOGART DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL = ya 0 rgpi 34 x' S roN OOi > �oCw P ry" 35 36 N � In !n I O M o M O O O O N \ 5' 0 Q_ O \ 0 Z OJ O U 0 37 Z O I H Q� J Q c} O _ w _zo' _ 30' 30' PETERBORO o N AVENUE 0 N SEE SHEET 4 w Y � Q tD 9 ..9 �lnry N ��T 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 LEGEND: 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 TO_14-5-1 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 326 S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: -- ---- 32 a SECTM LEDER ® FURNISH & INSTALL SEWER MANHOLE k- A G TYPE "A" PER C.O.B. STO. SW -4. _ _ _ _ 0 FURNISH & INSTALL SEWER CLEANOUT SE SHEET WHITE 0m IS SH0 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. w m WITH 3.5' OPENINGS PER C.O.B. STD. D-14. m F 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. Q UNLESS OTHERWISE NOTED. 350 348 346 344 342 340 338 336 334 332 330 328 > >> m 326 a IL -- ---- 32 a 24+00 25+004 G N W W O > w � o— 0 a tL = 3 w m m F X = c W Q I- F Z W W m V A 3 m O 2 O'rESSt F u U c `F �� oG ^ a W M ESMERELDA AVENUE ABBREVIATIONS SEE SHEET 6 II UNIT 41 ED STORM DRAIN MH MANHOLE CB UNIT Ai no JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING z�z a R/W RIGHT OF WAY M.H. MANHOLE UNIT 5 FLOWLINE FURNISH & INSTALL STORM J� ® FURNISH & INSTALL STORM DRAIN o' 20' MANHOLE TYPE "B" PER C.O.B. ESMERELDA AVENUE g FURNISH & INSTALL J BASIN "gym z dw TYPE 'A" PER C.O.B. STD. D-14. SEE SHEET 6 = oo > " WW BOGART DRIVE N Z I.—¢ 20• 20' I zoo < oo m I m SEE SHEET 3 m U�� 30 V 30 o 001 2 ++ 3 V � �- 38 m STA. 10+00.00 C.L., PETERBORO AVE: 1 wws n R/YJ `^ 3 dd r�nln 5' i moo STA 22+31.38 GL.. ESMERFIDA AVE. oma47 P ORS\P 81 22 i 5' co m r rf O N N -Soo'55.27"w 77+00 odd 6" SEWER S00'55'27"W 68.18 ST O6J �\ I_Q -� 1 -- 240.00 �2+00 vjFs I - `"' n 1 3 q s Ssq —- `FS3<T RFL __---�R/W y I6 m 23 I INTERSECTION o tiNti �- ��s°o 34 50 —m N. N 1ERsec_n-o S C.L., E : STA. 10+00.002+.00 5' 2 i s }j1j a \ q80 ------ 1 20 20' 1 STA.9+32.64 C.L., BI EXETER ST.- STA. 17+ 95 C L, I - _ 5005527W 11+00 240 DO' 12+00 END OF 18" PIPE ESMERELDA AVE 136 "----0 ESMERELDA STA. 12+60.42 SOt'16. 46"W -- SEE SHEET 6NIT 78" DRAIN 4I Si A. 12+60.42, DRAIN UNI r J 18" DRAIN 1 b n 255.42'0-- `� q CATCH BASIN NO. 1 SEWER MANHOLE N0. 9 FL STA. 12+60:00, GL. 6. SEE SHEET 6 �— - - — _ _ _ _ - - —� NORMAL F.L. ELEV, 2� CATCH BASIN N0. 3 RIN � RD®L.OE. SHEET 6 DEPRESSED LV=S ----- ' I s I 24 11 46 I------ 20' ZD 25 30' I 30' I ESMERELDA AVENUE ABBREVIATIONS SEE SHEET 6 CENTERLINE UNIT 41 y� 10+00 11+GO 12+00 UNIT 5 EXETER STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: 358 356 354 352 350 348 346 344 342 340 338 336 334 TO 3456 ABBREVIATIONS CL CENTERLINE INV INVERT ED STORM DRAIN MH MANHOLE CB CATCH BASIN J8 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 358 356 354 352 350 348 346 344 342 340 338 336 334 TO 3456 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — 5 FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. ® FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW -6. n --- 0 FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN o' 20' MANHOLE TYPE "B" PER C.O.B. STD. D-18. g FURNISH & INSTALL CATCH BASIN "gym z dw TYPE 'A" PER C.O.B. STD. D-14. PETERBORO AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 348 346 344 342 340 338 336 334 332 330 SECTION DESIGNATION SECTION LETTER L - - — - -S L----- SHEET WERE SECTION IS H0V5N 2 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. 350 348 346 344 342 340 338 336 334 332 330 MARDAL AVENUE U J\l IT J U ]�l J j' ASEE SHEET 7 I --------a 20'� 20' � I 30' 30 0 2 1 1 1 26 ' 5' M m a 25 53 1 j{ �24 52-�� Z � � N �a R/W ZSECTION +00.00 OL, BEEVES ST. +40.00 C.L., MARDALAVE. 300-45'42"w _ _��+00 1 L z4o.od 1z+oo _ \ /� 1rykkp0 SOON5542"W N 'on 1 e 8" SEWER 240.00' �"'(p" ♦O iR MANHOLE N0. 14 >SAP 9+95.00, C.L. 5.00RT. 9+95.00, SEWER-- - m 1 -�R�WT - NIM 1 23 51 { w ws -----� m I ,22 3 27 �I N 50 < ---- 1 a r 5 __ m N m n -----o �3 In 1 0 + z C3. -------a 428 000 I 20 1 20' 21 1 y +N 30' 30' MARDAL AVENUE f SEE SHEETS 7& 9 ESMERELDA AVENUE w a SEE SHEET 6 UNIT 3 � mN 348 346 344 342 340 338 336 334 332 330 328 326 324 322 10+00 BEEVES STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 348 346 344 342 340 338 336 334 332 330 328 326 324 322 UNIT A, CL uj UNIT 5 ESMERELDA AVENUE W 11 BOGART DRIVE SEE SHEET 6 tl l n SEE SHEET 3 O a Oa: j _ g ED J o o' 20' 47 ``; w 'n 4 o�w _ 39 "gym z dw 30' 30' 32 X ¢ Wco ` I- ci rn WW � N Z I.—¢ W ' m I m m U�� Z viN ANN V 48 I CE INTERSECTION � f9 , 3 V � �- 38 m STA. 10+00.00 C.L., PETERBORO AVE: 1 wws n R/YJ `^ 3 dd r�nln y I --S• 33 I STA 22+31.38 GL.. ESMERFIDA AVE. P ORS\P 81 r r co lh r rf O N N -Soo'55.27"w 77+00 1 6" SEWER S00'55'27"W 68.18 ST O6J �\ 49 -� -- 240.00 �2+00 vjFs I w `"' n 1 3 q s Ssq `FS3<T RFL m R/w tiNti �- ��s°o 34 50 m `" °F \e00N 5' 2 i s }j1j a \ q80 ------ 1 20 20' 1 35 37 Iz 136 ESMERELDA AVENUE SEE SHEET 6NIT � r 4I UNI r J J PETERBORO AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 348 346 344 342 340 338 336 334 332 330 SECTION DESIGNATION SECTION LETTER L - - — - -S L----- SHEET WERE SECTION IS H0V5N 2 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. 350 348 346 344 342 340 338 336 334 332 330 MARDAL AVENUE U J\l IT J U ]�l J j' ASEE SHEET 7 I --------a 20'� 20' � I 30' 30 0 2 1 1 1 26 ' 5' M m a 25 53 1 j{ �24 52-�� Z � � N �a R/W ZSECTION +00.00 OL, BEEVES ST. +40.00 C.L., MARDALAVE. 300-45'42"w _ _��+00 1 L z4o.od 1z+oo _ \ /� 1rykkp0 SOON5542"W N 'on 1 e 8" SEWER 240.00' �"'(p" ♦O iR MANHOLE N0. 14 >SAP 9+95.00, C.L. 5.00RT. 9+95.00, SEWER-- - m 1 -�R�WT - NIM 1 23 51 { w ws -----� m I ,22 3 27 �I N 50 < ---- 1 a r 5 __ m N m n -----o �3 In 1 0 + z C3. -------a 428 000 I 20 1 20' 21 1 y +N 30' 30' MARDAL AVENUE f SEE SHEETS 7& 9 ESMERELDA AVENUE w a SEE SHEET 6 UNIT 3 � mN 348 346 344 342 340 338 336 334 332 330 328 326 324 322 10+00 BEEVES STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 348 346 344 342 340 338 336 334 332 330 328 326 324 322 z CL uj a M W o fn Q ¢ tl l O LU O a Oa: ED Wa:co.. ``; ~ co y W Lu X ¢ Wco ` WW Wcr z , Z I.—¢ W ' w CC U coLu m z X W Of ESS/ V _ isPfi+„`" 0A - 620-1 <I6. 369 iN3 p� I P ORS\P 81 r r co lh r rf O UNIT 3 UNIT MARDAL AVENUE o� ESMERELDA AVENUE SEE SHEET 7 zy SEE SHEET 6 li aw 46 I 5 . 5 9 33 ------ 20 20' tid w 30' 30' ' __—_ o on� 3 ro 17 45 1034 N "+ lJ p K ZH Ci NN ZW R/W� i 44 I m FL �w �W SECTION 100.00 C.L., ANTIOCH LN.= 500'55'27"W 71+00 t4 240.00' 12+00 115.70 C.L., MARDAL AVE. _ +_ CATCH BASIN NO. 2 15 7----1--rD 1 SEE SHEET 6 8" DRAIN g00'5527'W o - 78" DRAIN 24Q.00' I A DRAIN M.H. N0. 8 SEE SHEET 7 m 10+05.00, C.L. 5.00RT. _ _ _ FL ks' STORM DRAIN M.H. NO t 10+05.00, C.L. DRAIN IEND OF 18" PIPE T ti ; STA. 12+45.00, C.L. 5OORT.= SEE SHEET 7 R/W I �uM a STA. 12+45.00, DRAIN 43 I @ CATCH BASIN N0. 9 0 o w SEE SHEET 7 35 W m 3 w 14 42 WIN----- -----� zo' za'---- 12 36 30' 30' -- MARDAL AVENUE ESMERELDA AVENUE SEE SHEETS 7 & 9 SEE SHEET 6 UNIT UNIT -/yl 358 356 354 352 350 348 346 344 342 340 338 336 334 332 LEGEND: ANTIOCH LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 6 '# 6 .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 6 '# 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — s FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE MARDAL AVENUE TYPE "A" PER C.O.B. STD. SW -4. ® FURNISH & INSTALL SEWER CLEANOUT 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. Ir FURNISH & INSTALL CATCH BASIN f3 TYPE "A" PER C.O.B. STD. D-14. UNIT STA. 9+95.00, DRAIN � 21 I 20 5 356 354 352 350 348 346 344 342 340 338 336 334 332 330 COM SEE S UNIT 2 (i SEE SHEET 20' 8 zo' w 0 N 30' 30' '15 23 VONWEALTH a U'M S ��HHH MARDAL AVENUE a ¢ l a SEE SHEETS 7 & 9 iE3 y SEE SHEET 7 16�`= + W c i 48 3 �il ww Q Fw. 6 OIiW O Z Z M1 p _oy' 22 f3 N VI = LADOGA LANE -,w 3 STA. 9+95.00, DRAIN � 21 I 20 5 356 354 352 350 348 346 344 342 340 338 336 334 332 330 COM SEE S UNIT 2 (i h z Jw UNIT �-' o 30. ' 30' VONWEALTH a U'M MARDAL AVENUE gE& MARDAL AVENUE dd.n o� SEE SHEETS 7 & 9 iE3 y SEE SHEET 7 ppp UNIT W c i 48 3 �il ww Q Fw. 6 OIiW O Q2 I M1 p _oy' N(~/1 f3 N VI = LADOGA LANE -,w 3 1" = 5' VERTICAL uo LLIJ Co WZU JW a � OQO 7 ZU R/W W N on END OF 18" PIPE S00 -55'27"W C4-- it+00 I } - 240.012+00 FL 5 a _--_�UR/ If 17 46 It w t 0 I Q ovi �o I w•e = 18 45 N0. 8 SECTION DESIGNATION - SECTION LETTER SHEET WHERE SE004 IS SHOWN 2 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. 356 354 352 350 348 346 344 342 340 338 336 334 332 332 JJT SECTION A JJT SCALE 1"• 50' HORIZ. 5 1"=5' VERT. UNIT I COMMONWEALTH UNIT J AVENUE SEE SHEET 8 MARDAL AVENUE SEE SHEET 7 i zo'I'"zo' I 28 30" 30' --6-- j ----36 18 3 5 I QO N M 0 29 12 1 35 m ------ � � m� W � 19 STORM DRAIN M.H. NO. 15 m w 1= d zT� STA. 9+95.00, GL 5.00LT. N R/W a? END OF 18" PIPE STA. 9+95.00, DRAIN---- -- oo I STA. 12+60.42, C.L. 15.001T. __-- o W \ FL / �n STA. 12+63.38, DRAIN m z CE INTERSECTION W _ 500'55' 7 W 18" DRAIN 1 ry M ul -_—__— STA. 10+00.00 C.L., CARIBOU LN.= I l - " __ __ 256.00' ¢ CATCH BASIN NO. 10 P.O. V. C. STA 22+15.01 C.L. SDO'55'27"W 7 +00 1 240.00' ip 0 I NORMAL FI STA. L 0, C.L 15.0011. ®P.O.V.C. 8 COMMONWEAL H AVE. 30 I DEPRESSED F.L. ELEV.=343.21 STORM DRAIN M.H. NO. 9 __ FL w STA. 12+45.00, C.L. &00 T, 20 CATCH BASIN NO. 15 w n STA. 72+45.00, DRAIN STORM DRAIN M.H. NO. 16 i� -R/W —_�� W -- __— SEE SHEET 8 SEE SHEET 8 1 Io I PL INTERSECTION 31 I w 18" SE DRAIN + N STA. 12+40.00 C.L., CARIBOU LN. SEE SHEET 8 y STA. 22+15.70 C.L., MARDAL AVE. w 1} 21 _ 34 � 1--s 'if -#-20' 20'32 5• 10 S 33 30' I 30' 1 22 COMMONWEALTH MARDAL AVENUE AVENUE SEE SHEETS 7 & 9 UNIT I SEE SHEETS 8 & 9 UNIT 3 CARIBOU LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 332 o?�e7 -e7 h z Jw �� -' a J 30. ' 30' VONWEALTH a MARDAL AVENUE gE& o00 000 o� SEE SHEETS 7 & 9 iE3 y ppp UNIT W c Z 3 �il 'OfU NVIN Q Fw. Z Q Z Q2 O Cjl N(~/1 f3 N VI = LADOGA LANE SCALE: 1" = 50' HORIZONTAL 3 1" = 5' VERTICAL N0. 8 SECTION DESIGNATION - SECTION LETTER SHEET WHERE SE004 IS SHOWN 2 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. 356 354 352 350 348 346 344 342 340 338 336 334 332 332 JJT SECTION A JJT SCALE 1"• 50' HORIZ. 5 1"=5' VERT. UNIT I COMMONWEALTH UNIT J AVENUE SEE SHEET 8 MARDAL AVENUE SEE SHEET 7 i zo'I'"zo' I 28 30" 30' --6-- j ----36 18 3 5 I QO N M 0 29 12 1 35 m ------ � � m� W � 19 STORM DRAIN M.H. NO. 15 m w 1= d zT� STA. 9+95.00, GL 5.00LT. N R/W a? END OF 18" PIPE STA. 9+95.00, DRAIN---- -- oo I STA. 12+60.42, C.L. 15.001T. __-- o W \ FL / �n STA. 12+63.38, DRAIN m z CE INTERSECTION W _ 500'55' 7 W 18" DRAIN 1 ry M ul -_—__— STA. 10+00.00 C.L., CARIBOU LN.= I l - " __ __ 256.00' ¢ CATCH BASIN NO. 10 P.O. V. C. STA 22+15.01 C.L. SDO'55'27"W 7 +00 1 240.00' ip 0 I NORMAL FI STA. L 0, C.L 15.0011. ®P.O.V.C. 8 COMMONWEAL H AVE. 30 I DEPRESSED F.L. ELEV.=343.21 STORM DRAIN M.H. NO. 9 __ FL w STA. 12+45.00, C.L. &00 T, 20 CATCH BASIN NO. 15 w n STA. 72+45.00, DRAIN STORM DRAIN M.H. NO. 16 i� -R/W —_�� W -- __— SEE SHEET 8 SEE SHEET 8 1 Io I PL INTERSECTION 31 I w 18" SE DRAIN + N STA. 12+40.00 C.L., CARIBOU LN. SEE SHEET 8 y STA. 22+15.70 C.L., MARDAL AVE. w 1} 21 _ 34 � 1--s 'if -#-20' 20'32 5• 10 S 33 30' I 30' 1 22 COMMONWEALTH MARDAL AVENUE AVENUE SEE SHEETS 7 & 9 UNIT I SEE SHEETS 8 & 9 UNIT 3 CARIBOU LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 332 o?�e7 -e7 F W _ Y.^ W / LL0 (' 2. — T� f h z a J a a W c Z ¢ Q w Q Z O <�� = 3 Q LLIJ Co to a X s ZU ` W J z 41- Q Z Z V O W U �z m Q 3 r U a F F W _ Y.^ W / LL0 (' 2. — T� f T 1\J T /� SEE StfEfit t5 FoR / 0. 15 G„56µ!E2 LaAERAL 16 0. 15 F N as N v9 oFPF HALLET LANE EXETER STREET \ �\ �xS'T\qoYN�nS+!B2:�� FgFF �J)� PJA`F ``21SSF./ 6�j6\99�p �2S\S�/ TP/r��' 30mx l1 mYm odroa+ SII/ 8Nw9nI/ VI 1 N1 ov+4i'V_3rW+eI3'Mvo+Ey y5_ Fv+omJ � _ _ T-1 77 1 _ 1 -_ m"o' d0+ _-F1L _1 -_"o _ _vo+•ar_ii - 1 _i II1 0+_ 3_ _N:pm3n IIl 11 -_ _ oo1tII fz-Fornmz-" _ \ +�aIm.Nw--�dHoo0ox+ 1.mNv.1i r.� - _-'_ .cowwo II1 R -/W 1 o - - _o -r I NEom Nx-po'5mo6Vw,_9TI 101m„+y43 w1I1 -NO Fmc`!a+ +��jaw¢ \� +jz� Ucmxoraz< N + -I1 - m�adomoN+ mz�-n¢Ewwva1i¢no�yw�w>""nlIlI oomm owpwI m.dmm«_Noo+-oImma <^oomo Z+ov �mo¢aoxzp +«dMm.�d+o-mrdoaM.z+51- i_8/armooM9+/�'0l1II! 4'33N E vFm`>�+iS�889' V1S841E”• WII( DE_RREFA_LIN^ro ua"�a0+i'' 111 SEE ap3n0-0o¢w>a¢S`v'o��Hi 0o¢+tmfI IE- oETmI6I Wmrnp zN�4 l- PEI— T3R• BNom3 Ofn�tonR6O3” AVENUE 5EV8WE-9E_I N'U43\E R Woz�nQ`"`a0�- oititmon1 -ooz>m¢oz ¢wm. w NFlMewp+f•' 6.l U' NI fi/;03nn r I'mw¢3wac`v 11'\`1g2D12D1 E32I20 zo' zo' 1 18 17� p MI14 10�9 8 7 6 5 43oo22I 21 12 30 o /zd03020 20 2 O 2`v p0 75 24 R/W arca � R�^ 7 ffWR F +00 231.95' 12+00 589'04'33"E 13+00 00 24442' 76+0 225.58' 17+ S g8n4'33"E 18+00 S89"0 21+00 �WfER S 0-'N�9chi �xc 25i9 00 6�• 6 2� NO(7IKUZW3- rnmMQZ't(0iJ1 S 529.42 220 18WRAIN25 - N42'0952 21.11 S89-04'36 L B" SEWR ~ it 8 It 0 73 M z +0 o X18" DRAINd 3' I osaOZ 30' So030 M.i N wa Q 1 o s o - I �r 5••26 ' 0 2 35 Wi�m.9 40 1 243 + 20 29 32 33 134 1BEEVET 37 38 < SEE SHEET 44 5 46 1 49150 + 3DANTIOCH LANE Q MO SEE SHEET 5 FIRE ISLAND DRIVET 1\1 1 r �- gMoo< m0cvwwH0o`- - - Ja li!� SEE SHEET 13 w m m �N mm UNIT 1 � w Y � Q 0] ESMERELDA AVENUE m SCALE: 1" = 50' HORIZONTAL _ 1" = 5' VERTICAL b% ,s W 6 p U 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 10+00 LEGEND: 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 �« Tog_311-' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —S 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 Tog_311-' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —S FURNISH & INSTALL SEWER PER CITY STANDARDS is FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. ® FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW -6. —D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS (D FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D-18. I' FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: SECRON LETIER SHEET WERE SECTIM IS SHONN 2 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. N to rn z Q J IL W z a 0 Z W O W 0) > 0 c a = cr 3 w rn to Q X i p W J F W z a W W W m O c z W U � F ¢ N to J N J T TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — S 68 PER CITY STANDARDS STORM DRAIN M.H. N0, 5 FURNISH & INSTALL SEWER MANHOLE z STA. 9+94.99, C.L. 5.00LT.= SW -4. STA. 9+94.99, DRAIN 67 FL END OF 18" PIPE PER C.O.B. STD. SW -6. STA. 9+7960, C.L. 6.22RT. STA. 9+75.95, DRAIN & INSTALL STORM DRAIN PER CITY STANDARDS CATCH BASIN NO. 5 �I "< .W A. 9+80.02, C.L 6.22RT - RMAL F L ELEV -342 96 ® P 0 V C II M w ti F r II QN N OON H 4 OmM N O <N & BEEVE N b NMS dVjZ 1 O�II� zJQ J sm SEE 20 o a z N U I°-<'^eWW viznn �N 1 ztiti 1 30• v loo FOQW aoo++ o NON 5•- 00 0+ ao0 � jam- WN �IAZD �ONNN �N zQQ 1 a „ w � 2 6 RW <m FL NN 11+0 p 589'04'33"E 12+00 — - 589'0433"E + - — - 24� III1 _- �IN¢ooEzQO(mONn . Am^O`ndodj0i-n/l rd oO�o .mNNNd"J+nS 8 I10 �-0 I S ��Wz on � --4 70L.0III 0” 8SEWER 00' 33"E 58"SEWR 51 360S00' S89b4'33 "E STREET 1 r 11 iEETAN110CH LANE 1\1 1 r 120' 1 o SEE SHEET 5 20' 20' 30 :30'30' 9110 12113 14!15 16 117 7 18 5• 21 2218 19 j of ++ +"' N�+l �•^ho Uc� mNo *-Qw E¢ FL 14+00 498.97' 15+ 18" DRAIN S89'0433"E 180.0 17+0589'03"E819+009'043D3E- 05.70'- • S894 20+00 21 _ DEPRESSED F.L. ELEV. 342.79 r TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — S FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE z T SW -4. ® FURNISH & INSTALL SEWER FL PER C.O.B. STD. SW -6. ----D—FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 8" D 66 s sa4s'4z"w119.4' RAIN �I "< .W m MANHOLE TYPE "B" PER C.O.B. STD. D-18. It. FURNISH & INSTALL CATCH BASIN > TYPE "A" PER C.O.B. STD. I IE 3 Q ~ �T R/WI w T 3 SIN 0) N � X ¢ ~ W = J O Q O O z, o r W INTERSECTION�____ �AaF- m Q g�� d z U - K t•- STA. 10+00.00 C.L., MARDAL AVE. I W W co STA. 14+80.00 C.L., PACKWOOD DR. I N + SEWER MANHOLE NO. 13w wLL o ^ z ci�w N I ci in N .r+ a 10+05.01, C.L. 5.00RT. 65 20' 20' m.oF'z w ' I 5STA. STA. 10+05.01, SEWER 7 mm pW�o`1 53 498 47 •52 ;o;5150 1 PACK WOOD DRIVE SEE SHEET 10 LADOGA LANE W � W J \l 1 r '_1 SEE SHEET 5 J\l 1 - - - -i— + - -_ 5-00-. 00IIIfratio,p"2mbwN2 0Il�l0 9i' 2WrWW�3 - R IoOo„N_ 360:00' 1iarNNN01In i IlI1 lMl<sI QI�aI7�l6IN OQxUzQKm�z- - UOo N � . +omESQ4`n '3¢Uz�_3 ONomN+E �R/W /W if QoW <zl f 5z by 45144 43�42 41 140 I 30' 3� 3338j37ssI39 o 36 35 0 Z6N I� 34 Q 00 U NO QOb 1. *f CARIBU^ ONE`+ SINN i o a< NJ 1\1 1 r 46 MARDAL AVENUE (STA. 10+00.00 C.L. TO STA. 23+00.00 C.L SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL "v 10+00 LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SO STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE 11+00 12+00 13+00 TO 4' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — S FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE z TYPE "A" PER C.O.B. STD. SW -4. ® FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW -6. ----D—FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D-18. It. FURNISH & INSTALL CATCH BASIN 11+00 12+00 13+00 TO 4' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — S FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE z TYPE "A" PER C.O.B. STD. SW -4. ® FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW -6. ----D—FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D-18. It. FURNISH & INSTALL CATCH BASIN > TYPE "A" PER C.O.B. STD. D-14. 14+00 15+00 SECTION DESIGNADQN� SECTION LETTER L _ _ — - _ SHEET WHERE SECTI IS SHOWN 2 16+00 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. 17+00 18+00 19+00 20+00 21+00 22+00 358 356 354 352 350 348 346 344 342 340 338 336 334 332 0 f -o - o 330 23+00 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 24+00 320 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 SECTION A SCALE 1"=50' HORIZ. 7 1"=5' VERT. 03 z 6 J IL z a CC W O N O � O W I- Z p z W co) O a > = IE 3 Q ~ w 0) N � X ¢ ~ W = J O Q O O z, o r W �AaF- g�� d z U - K t•- W W co PACKWOOD DRIVE r SEE SHEET 10 I II 2D' zo' I I I �\ 1 o LAD OGA ELANE F� o Nx z 520' j20r F 30' 30' 8 9 g 10 a 0 12 13 o 114 8- l 0 15 I 30' 3D' 64 5. N 11 I w�N; . 16 m 0 17 18 o J = 0 21 20 00� I`r z ¢' Nmoi f o �-i�m 63 els f ry n m owl- p n n I # ( 4zn < i N N z 1 +6 + I Mp+ SEWER MANHOLE N0. 20 F a mQ F doFa_' Q Q g r STA. 10+05.00, C.L. S.00LT= - '- w m / m wow R/W STA. 70+05.00, SEWER z z� Nyy', q INTERSECTION , -T FLS I _�__ —1- - STA. 10+00.00 C.L., COMMONWEALTH AVE: i STA. 12+40.00 C.L., PACKWOOD DR. 62 61 i 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 IU+UU --+ ----._ .- 0 JLWtR - -- T s n+00 589'04'33"E 12+00 -- - - - - - F - - 0 - - S89'04'33$E-- 13+00 -1 o 0 74+00 545.01' i5+00 M9 -04'33"E- t6+ 24" DRAIN - 17 (10 _ FL w i -- - _ _ S 00 H r T — ��R/W A— 1-oif M I- a`oz r'So + 29 <�31 i30 28 127 26!25 24 N 21 20119 )OD DRIVE Moo. =+mom SHEET 10 J 1\1 1 7 J NNN FOO Fa w .no 11 J N 1 T1 J CARIBOU LA! SEE SHEET 5 18 1716 0 15 14 1413 "12 >- 20 IZD' -I o 1 1 00 30', 30' o l t °N' °' n Iw own I "1 zo oFo + F o¢oi 5 m+ o o I o 0 onN o I c � viw3 oo� I 13 o IZ (ivi + I + Is oo + I � I a w n0�ml J I rQ- 1 d 1 d 1 d li da Qo I d I �Ncoiycail �l0 3 9L 11 S9'04'33'E 19+00 0 _ r - 240.00' N FE � N,> � a R/W JO J� ; SD STORM DRAIN w tiztiJwN ZO � 9 O^tl JUNCTION BOX UO UNo dhN,pWJry ON oN Iw STORM DRAIN MANHOLE �w nm�4pn "�M> � - �mm� ELEVATION I-�24 NQNjN �J+YI IQ{}� MANHOLE 25 0=v U o ZU7W � i STD. D-18. B° z WN VIZpJJfn 1/1QFN �QQ TYPE "A" PER C.O.B. STD. D-14. m °Oi0 0 NLLp 1- + 2 6 ' 33W EL U 3 589 4'33"E 337.21' - ca0•na•xxt-.-„.,.,.•- OiQ Qttd W STORM DRAIN M.H. N0. 13 STA. 17+65.59, C.L. 22.17RT. COMMONWEALTH AVENUE (STA. 10+00.00 C.L. TO STA. 23+00.00 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL pMZ i f Z J� 5'�I S p o i 20 C N moo l 30' .3 p ++ WITHER SE x SEE SHEET N NN - T r t-- L -R/ 1'� o l a O I o 1 0�0 1 E 6Es"Qin''Qo 000l o`pfnmwvVo szSmN =MQ=� o¢,0� �Z n o 27 2 31 28 Noo 32 IIt 338� Orn g+N N p E N N Q U NN N 30 o as F u�o N 1\l 1 T 1:03:11u1% N,> ao CENTERLINE JO J� ; SD STORM DRAIN w tiztiJwN MANHOLE J 10 9 JB JUNCTION BOX UO UNo dhN,pWJry SEWER CLEANOUT oN Iw STORM DRAIN MANHOLE �w nm�4pn W � - �mm� ELEVATION 14p NH NQNjN �J+YI IQ{}� MANHOLE Q SK MN FNM r MANHOLE TYPE 'B" PER C.O.S. STD. D-18. B° z WN VIZpJJfn 1/1QFN �QQ TYPE "A" PER C.O.B. STD. D-14. LU LU co to Q O r” - - EL 8" SEWER 3 589 4'33"E 337.21' - ca0•na•xxt-.-„.,.,.•- - T r t-- L -R/ 1'� o l a O I o 1 0�0 1 E 6Es"Qin''Qo 000l o`pfnmwvVo szSmN =MQ=� o¢,0� �Z n o 27 2 31 28 Noo 32 IIt 338� Orn g+N N p E N N Q U NN N 30 o as F u�o N 1\l 1 T 1:03:11u1% ll+UU 1z+UU 13+UU 14+UU 1-D+UU 16+UU 1/+UU 1tS+UU lv+UU zU+UU Z1+UU 'z'z+UU Z3+UU z4+UU T06 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 ll+UU 1z+UU 13+UU 14+UU 1-D+UU 16+UU 1/+UU 1tS+UU lv+UU zU+UU Z1+UU 'z'z+UU Z3+UU z4+UU T06 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —• 3 FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. (D FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW 6. W O ---�. FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN MANHOLE TYPE 'B" PER C.O.S. STD. D-18. B° FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: KICHIM LETTER SHEET MME SEC110N IS SHOWN 2 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. 354 352 350 348 346 344 342 340 338 336 334 332 330 SECTION A SCALE 1"=50' HORIZ. 8 I"=5' VERT. 358 356 354 352 350 348 346 344 342 340 338 336 334 356 354 352 350 348 346 344 342 340 338 336 334 332 330 SECTION s SCALE 1"=50' HORIZ. 8 1"=5' VERT. 0 7-67-17 +i r e /n z J a z 0 0 N ¢ W O O y + W O z a N > Q Q = w — F- LU LU co to Q O r” W F— ,, W F- z O ~ 'L O ' W Uo , U to O11 Z r a F a uj W W W 03 00 W 03 x c 23 0 S89'04'33'E24+00 1 `� 25+00 470,00' 2600 369.00'- S89'04'33"E 3 0 - 6" SEWER 3 L 250.68 11 7. p I 71 FI 5896433E i SEWER o 1W 3 U O Z ONI I OM I M I N I t0 m III o°' 5• w r ooi N i N I n I r CI zui vi I N I 34 g� 33 32 131 I 30 129 28 3 1 30 3 ¢¢ 70 I FlR 1\� -r E ISLAND DRIVE I f SEE SHEET 13 UNIT 1 MARDAL AVENUE (STA. 23+00.00 C.L. TO STA. 26+85.70 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL •• W411112 ABBREVIATIONS CL CENTERLINE INV INVERT SO STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX 1 SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE J N l r ELEV 3JNIT R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D-18. Ir FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. 0-14. I. FIRE ISLAND DRIVE 21^ 22 I ~20 o 27 � SEE SHEET 13 0 0 2,31 24 - I 25 126 IW�S� tM§ w J I I O IZCJN� J ZJW O S -U I_ -' t~ i I m S zo e m a o5 oro .mo 000 mod amrNi �' Ls" I ++ w 2 N , I N w IK NN ryON �JNN R/W Q IQ- �« NNN Q IPr NN cJ_ oPI c 23 0 S89'04'33'E24+00 1 `� 25+00 470,00' 2600 369.00'- S89'04'33"E 3 0 - 6" SEWER 3 L 250.68 11 7. p I 71 FI 5896433E i SEWER o 1W 3 U O Z ONI I OM I M I N I t0 m III o°' 5• w r ooi N i N I n I r CI zui vi I N I 34 g� 33 32 131 I 30 129 28 3 1 30 3 ¢¢ 70 I FlR 1\� -r E ISLAND DRIVE I f SEE SHEET 13 UNIT 1 MARDAL AVENUE (STA. 23+00.00 C.L. TO STA. 26+85.70 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL •• W411112 O.M.34 6 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 O.M.34 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — 9 FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. (D FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW -6. NOa ---0. FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D-18. Ir FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. 0-14. SECTION DESIGNATION- SF00N 11T1ER IL SHEET WHERE SECTION IS SHOWN 2 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE. ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. o l FlRE ISLAND DRIVE o J J 1 0 9 I Q �3 1 8 J F z SEE SHEET 13 zwo U I J7 I6 I 5I4 W ocN lomm "i ry I ry z^I znw 68 I+cI vi I n I `o I pawl ov'ni� Q+ i + W xc+ �Mn Nay`✓ '�� I � � � oN — s � EmF mmm 5 ' I 18 DRAIN 67 SEE SHEET 13 --e 9-OE CATCH BASIN N0. 16 "^W33 "E R N / SEE SHEET 13 33721'3 + 0 24+00 589'04$ 3"E u' � n 25+00 8" SEWER 3 7.21' 18" DRAIN I SEWER MANHOLE N0. 25 _ 26+00 SEE SHEET 13 __470 3 _ 3 _ _ STA. 26+90.01, C.L. 500LT= - - 470.00' —� - STA. 26+90.01, SEWER 589'04'33"E o -� "DRAIN 3 423.25' U M 66 R/WF F 5' m CE INTERSECTION o co o o STA. 26+85.01 C.L., COMMONI IZn 20� 20' I STA. 12+40.00 C.L, FIRE ISL/ II M `oc' u°ii o I ' ' 30' 65 ^ = I ^ I o I o I o I n n 3 31 I 32 133 I N 34 1 35 ti 36 137 38 m mI J 1\I FIR ISLAND DRIVE 11 1 1 ,ter `V `� SEE SHEET 13 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 23+00 1 COMMONWEALTH AVENUE (STA. 23+00.00 C.L. TO STA. 26+85.01 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 24+00 25+00 26+00 27+00 ..v 60� Q (0 o cm O W0O �yy0 gOo O¢� + =300N NOa SOH xicc9� W~Nj N�Ha Z2cf)= F- W ' Ld J UmQLu ZQ10 USM 2 ~20 W Oi m r m 3w ma o�.l J 1\1 MONHEGAN WAY �z o I J �� r 70 z "'Q SEE SHEET 13 a� r0 30 x o0 1 20' 20zo�v ol o Jas 30 30• 65 ro 67 o 6963 n 68 -0 61 I62 164 10 1 I o '1/0z4'.SSY.0 59 ? \ 60m o++ 5 oNN� anizticil Jc�W6 n I nzciv z M 1 w - I a I mF000lomww o I e N �o O ao \ +om w lr m f000 ze�oom + m+ 000CG, ry+I�++°� l a l 'a Nmo xw zw '� v`ri rT0\ Hurn I r.-_ Nm O NNry ,+j + } ++1 Qw I Ry • 9C m`-" / ¢�P 1 �� 1¢.-�_ _ _.-�IQmoN r F Ci Nln- I M <O x x /0 a qNy oaq�'go "9l�. FL 1B" DRAIN �201F 4'gi4,`3g 20 N0349'42"W 11027 No 0 SO0'45'42"W 12 00' 12+00 13+00 `� tO 15 00 NOTO6' E _ S00'45'42"W 14+00 240.00' -" _ _ 16+00 24" DRAIN _- FIF, 120.00' 11+00- g�� . +g - - - - - - S00'45 "W - I- 229.59'- - R 4BgT / N0120'4�"W 8" SEWER 230.43' S00'45'42"W N o 8" SEWER 230.00' Q S00'45'42"W 6 SEWER C 58 a __ __ FLa FL o w W �R/W TR �\ N /i _—_ - -�- —F +o -�-- Wm I��r ' 3 1' 32 I 31 8 7 m s m oi no 5-ma¢I 57 Oma II m I amm I a0mysxW0 y^oQo .Omv3 rll�w$mdO+ 30' 30' mn------- 20' 720' 2020 4 5' I 9 Q 20 20' ± ++ ti ^56 33 30 y<30' 3 30 < 5 4 3Wd;d r ' 2 COMONALTH < SEE SHEET 11WHALEBACK AVENUE I AVENUE MARDAL AVENUE "I. J 1\� r1 SEE SHEETS 8& 9 o w SEE SHEETS 7& 9 6 u 1\1I r J r UNITN CURVE TABLE 7.0 .34 8 " r DEPRESSED F.L. ELEV. 343.48 J 1 _ 500.00' 20.82' 10.41' FLAMENCO WAY < ^ 5.21' 01'11'35" 3 1\1 10.41' 5.20' J INV INVERT SEESHEET 14 o riz 03V8'52" STORM DRAIN 229_77' TYPE "A" PER C.O.B. �0�0 3'05' 6E MH MANHOLE 41 20 120' CB `�� o .n 1 M ry 8" SEWER JUNCTION BOX �i C5 30' 130'- lido SEWER MANHOLE ___ D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO 5 Q FL STORM DRAIN MANHOLE r I STORM p ti EXISTING R, PER C.O.B. < ro ELEV 5 zmo ¢wino N +7 R/W ' 3 a CATCH BASIN 'f s+"}6� W TYPE "A" PER C.O.B. STD. D-14. f 1 2 O N O Z Vf I +^ 344 ^ 3 LLJ U J 3 V I 6 co UN I �<rza 340 Z n 1 O Q ©� W� =nn ON 1 336 7 Q d N �[R/WI 58 a __ __ FLa FL o w W �R/W TR �\ N /i _—_ - -�- —F +o -�-- Wm I��r ' 3 1' 32 I 31 8 7 m s m oi no 5-ma¢I 57 Oma II m I amm I a0mysxW0 y^oQo .Omv3 rll�w$mdO+ 30' 30' mn------- 20' 720' 2020 4 5' I 9 Q 20 20' ± ++ ti ^56 33 30 y<30' 3 30 < 5 4 3Wd;d r ' 2 COMONALTH < SEE SHEET 11WHALEBACK AVENUE I AVENUE MARDAL AVENUE "I. J 1\� r1 SEE SHEETS 8& 9 o w SEE SHEETS 7& 9 6 u 1\1I r J r UNITN 4.Vi [01[0 9 :Tl_ll, SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE TABLE 7.0 .34 8 CURVE I RADIUS I LENGTH TANGENT DELTA 1 500.00' 20.82' 10.41' 02'23'09" —. g 500.00' 10.41' 5.21' 01'11'35" 3 500.00' 10.41' 5.20' 01'11'34" 4.Vi [01[0 9 :Tl_ll, SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 2CC 10+-00 11+UU 1Z+UU 13+UU 14+UU IotUU IO+w I1tw loTuv mrvv <vrvv 7.0 .34 8 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: Q 1 DRAIN 101'06 'b EL —. g FURNISH & INSTALL SEWER gyp. �5 /O� 350E 35.3 `� roi z INV INVERT 11 GG_+Op =00 1 MANHOLE 03V8'52" STORM DRAIN 229_77' TYPE "A" PER C.O.B. �0�0 3'05' 6E MH MANHOLE cl) g19 CB `�� o .n 1 M ry 8" SEWER JUNCTION BOX PER C.O.B. STD. SW -6. SMH SEWER MANHOLE ___ D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO 5 Q FL STORM DRAIN MANHOLE ® FURNISH &INSTALL STORM p ti EXISTING R, PER C.O.B. STD. D-18. ELEV ELEVATION 1 0 R/W RIGHT OF WAY 3 a CATCH BASIN M.H. MANHOLE W TYPE "A" PER C.O.B. STD. D-14. FL FLOWLINE p2 O N O Z Vf I +^ 344 ^ m LLJ U J 3 V I 6 co UN I 340 Z n 1 ©� 61 =nn 1 336 7 Q d N U1\11 r 5 onenoT nonir 2CC 10+-00 11+UU 1Z+UU 13+UU 14+UU IotUU IO+w I1tw loTuv mrvv <vrvv SECTION DESIGNATION: SECTION TETTE SHEET SECTION IS SH0 2 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. OQ-o�.ti SECTION A SCALE 1"=50' HORIZ. 10 1"=5' VERT. 7.0 .34 8 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: Q ABBREVIATIONS —. g FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE z INV INVERT ® FURNISH & INSTALL SEWER MANHOLE ED STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE cl) � CB CATCH BASIN W FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW -6. SMH SEWER MANHOLE ___ D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SCO SEWER CLEANOUT Q SDMH STORM DRAIN MANHOLE ® FURNISH &INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE 'B" PER C.O.B. STD. D-18. ELEV ELEVATION 0 R/W RIGHT OF WAY "I. FURNISH & INSTALL CATCH BASIN M.H. MANHOLE W TYPE "A" PER C.O.B. STD. D-14. FL FLOWLINE — 1co SECTION DESIGNATION: SECTION TETTE SHEET SECTION IS SH0 2 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. OQ-o�.ti SECTION A SCALE 1"=50' HORIZ. 10 1"=5' VERT. F O 0) I T c z Q IL z 360 o LV 358 cl) � W ¢ 0 — 356 m G 354 Q 352 = cc 3 aWi G 350 0 348 X Q W 346 — 1co Z Y 344 LLJ U 342 V A Q co 340 Z 338 v 336 F F O 0) I T c ,IN 5412 r PACKWOOD DRIVE CENTERLINE INV 18' DRAIN SIDE m vzi THIS SHEET CB CATCH BASIN (n .� FL G+ 59�R/W SEWER MANHOLE WH. a to STA. 0+00.00 GL, FITI N SEE SHEET 10 ELEVATION R/W o � 5' SEE R HT SIDE THIS SHEET m W � 30" AIN BE RIGHT SIDE THIS SHEET 30� TLET SRUCTURE NO. 1 J W cp SEE RIGHT SIDE THIS SHEET o tl� SUMP VOLUME REQUIRED: 4.91 AC. FT. VOME LOU.L., PROVIDED: 6.56 AC. FT. W DWS ELEV.: 340.30 Y W m W ''Z W EL 5~°P 5855 V-1 56 I 55 " m+ I SER >F -- 64� I � oQ Lij W N Z \= U c CL CATCH BASIN NO. MONHEGAN WAY in NIS I coa' 11 a L SEE SHEET 13 (0 n _ = T O) $ 1 1. e--' S89'04'33"E_ a3 _ 32'33 34 35 36 wJ 37 II 38 39 40 41 42 43 44 N z;W J RM DRAIN M.H. N0. 19 IN w3� ( I °' m nzmW foo zoo SHEET 13 cFi I T W + + + NO++ t 60 w o ��a d F aodd d �FFdW Fdd R/W a d a F S872595"E 589'04'33" 17+00 8" S WER 337 73+00 14+00 58904_'33"E +�00—6_" SE R 'nr o 0 6+00 34608' D +_556' _77 _ -5890433E - _ g ,IN 5412 r w RTCHBURG DRIVE CENTERLINE INV 18' DRAIN SIDE m vzi THIS SHEET CB CATCH BASIN (n .� FL G+ 59�R/W SEWER MANHOLE WH. a to STA. 0+00.00 GL, FITI N 45 1 ELEVATION R/W o � 5' SEE R HT SIDE THIS SHEET m W � 30" AIN BE RIGHT SIDE THIS SHEET 30� TLET SRUCTURE NO. 1 J W cp SEE RIGHT SIDE THIS SHEET o tl� SUMP VOLUME REQUIRED: 4.91 AC. FT. VOME LOU.L., PROVIDED: 6.56 AC. FT. W DWS ELEV.: 340.30 Y W m W ''Z W EL 5~°P 5855 V-1 56 I 55 " m+ I SER >F -- 64� m 3 m � oQ Lij W N Z \= U c CL CATCH BASIN NO. 356 354 352 350 348 346 344 342 340 338 33E 334 33: 33( 321 321 32, 32'. 32 10+00 484.36'- - TI - - - a ' FLJ � 3 20, 20. I d N I a I N a ' vagi 54 ' 3o' 30 53 i 52 51 i 50 i 491 48 1 47 46 " VESSEL WAY ,7 UN> -r 2O.00RT. 542.90 /.342.73 WHALEBACK AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL DRAIN RIGHTSIDE THIS SHEET -ORM RAIB N MA H. NO. 23 w RTCHBURG DRIVE CENTERLINE INV SEE RIGHT SIDE m vzi THIS SHEET CB CATCH BASIN (n .� 20' SMH SEWER MANHOLE WH. a to STA. 0+00.00 GL, FITI N 45 ELEV ELEVATION R/W o � 5' SEE R HT SIDE THIS SHEET m W � 30" AIN BE RIGHT SIDE THIS SHEET 484.36'- - TI - - - a ' FLJ � 3 20, 20. I d N I a I N a ' vagi 54 ' 3o' 30 53 i 52 51 i 50 i 491 48 1 47 46 " VESSEL WAY ,7 UN> -r 2O.00RT. 542.90 /.342.73 WHALEBACK AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL DRAIN RIGHTSIDE THIS SHEET -ORM RAIB N MA H. NO. 23 358: 356 354'..',.. 352 350 348 346 344 342 340 338 336 334 332 11+00 TZ+UU 1arvv ... __ SECTION SCALE 1"=50' HORIZ. 11 1"=5' VERT. LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SO STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE WH. a to STA. 0+00.00 GL, FITI N m ELEV ELEVATION R/W CATC BASIN NO. 18 M.H. MANHOLE SEE R HT SIDE THIS SHEET FLOW -INE W � 30" AIN BE RIGHT SIDE THIS SHEET 30� TLET SRUCTURE NO. 1 J W cp SEE RIGHT SIDE THIS SHEET o tl� SUMP VOLUME REQUIRED: 4.91 AC. FT. VOME LOU.L., PROVIDED: 6.56 AC. FT. W DWS ELEV.: 340.30 358: 356 354'..',.. 352 350 348 346 344 342 340 338 336 334 332 11+00 TZ+UU 1arvv ... __ SECTION SCALE 1"=50' HORIZ. 11 1"=5' VERT. LEGEND: T01 --m" TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —g 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 FLOW -INE T01 --m" TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —g FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE 338 TYPE "A" PER C.O.B. STD. SW -4. ® FURNISH & INSTALL SEWER CLEANOUT 336 PER C.O.B. STD. SW -6. —D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN 332 MANHOLE TYPE "B" PER C.O.B. STD. D-18. .� FURNISH & INSTALL CATCH BASIN U TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: SECTION IET,ER iL----- SHEET WHERE SECTON IS SHOWN 2 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. 16 FEET DR. OF LESS. 47 "iALEBACK AVENUE _ SEE LEFT SIDE THIS SHEET I\� r I I -j I4-5'1 1 uJ I I 18 21 ¢ CATCH BASIN NO. 13 Y SEE SHEET 8 18 DRAIN SEE SHEET 8 24" DRAIN _L- SOO'55'27"W 17.17 N30'29'38"E 29.22' END OF 18" PIPE FITCHBURG DRIVE SCALE: 1" = 50' HORIZONTAL 2- 1" = 5' VERTICAL 20 19 ® P.O.V.C. 9+00 10+00 TT+w X11.. .-. -- IN 'ALL 10.44 Lt vT 18, RGJ-REP ®-1;499 354 352 340- N— -340 0 M O :',338 338 '; ',-__. Q 4 0 336 INVE336 q 18" DRA334 0 R 334 332 '...___'--. :'332 I J Q d SECTION B U SCALE 1"=50' HORIZ. 11 W � 1"=5' VERT. m z J 0 M O O o \ Q 4 0 o K zo O o �e 0 R Z Q J o I J Q d m U N W � U Z O < I— m z J 0 M O O o \ Q 4 0 o K zo O o �e 0 x Z Q J o I J Q d m U N W � U Z O < I— 30� � J W cp UI o tl� 3 0 y Z N � Q W � Y W m W ''Z W V-1 I I SER >F W U 64� m 3 m Lij Z \= U c z J a 4 0 ¢ o �e x Ir m W Or m N U Z O < I— ¢ LL- = 3 0 y Z Q � W W ''Z W ~ r Q Z z Y W U m 3 m Lij Z \= U c Q coa' L (0 _ = T O) $ LL0 1. e--' SUMP CT NO. 67 ZING PLAN 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 10+00 W ABBREVIATIONS CL CENTERLINE INV INVERT SO " COMMONWEALTH M CB CATCH BASIN JB JUNCTION BOX SMH <� SCO AVENUE 3 � EXIST EXISTING ELEV ELEVATION R/W o SEE SHEET 8 o M FLOWLINE 26 25 _ "; I I n I n w� 3 uj 00) Z . 00� � Q N � m I n^ .6 ro 1 ro 17 Y W ~ Q m 152 od� rQ Q Z z W m N ZOO W m am 62 " 51 O MMI W N I 55 156 o i N 57 oNNi V - LL n vi 60 N N 61 \ F w co w cm 2 T J 1�l 1 r 16 Z INTERSECTION STA. 12+40.00 C.L, WITHERNSEA LN, STA. 20+10.59 C.L., COMMONWEALTH 15 AVENUE q(v __ - ____— FL _ _ z� SEWER MANHOLE NO 23 r N m R/l� —_�� ' I STA. 12+45.00, C.L. 5.00RT= I STA. 12+45.00, SEWER MQa �n� 14 n n na n a vi a 3 27 w w o 50 W N N ------ N WJ < 5, m 5' 13 20' w20' 49 wo�N z pp20' 0' IoF ¢��¢ 2U 30' 30' 30' 0' wm "mow WINNIPEG DRIVE `�`"�� _ COMMONWEALTH SEE RIGHT SIDE J 1\l 1 r 1 SEE AVENUE 8& 9 THIS SHEET WITHERNSEA LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 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 33C 326 11+00 12+00 ,.A SECTION A SCALE 1"=50' HORIZ. 12 1"=5' VERT. SEE LEFT SIDE THIS SHEET (� CATCH BASIN NO. 20 SEE LEFT SIDE THIS SHEET g SEE LEFT SIDE THIS SHE j OUTLET STRUCTURE N0. 2+22 SEE LEFT SIDE THIS SHEET SEWER MANHOLE NO. 29 STA. 10+05.00, C.L. 5.0( STA. 10+05.00, SEWER q INTERSECTION STA. 10+00.00 C.L., STA. 10+00.00 C.L., LEGEND: FIRE ISLAND DRIVE SEE SHEET 13 WITHERNSEA LANE1 SEE LEFT SIDE 20' 20' THIS SHEET 30'30' 6 5 zo' zo' 1 3 / 30' 30' J 1 5' 5' I I N S O .3 1\1 1 -r 1 �3y �tiw II, o� q— -_ w o 50 149 J o 48 1 47 461 45 1-',- 44 143 J 1 0 42141 1 0 40139 z 3 �MATAPAN WAY n I I= LL Z 1 w f o SEWER CLEANOUT NO S p nMo 0 0 c ¢ SEE SHEET 13 + + IT IT I + + lann+ I 1 Im-�+ I � 1 ? I 5 64 a FL I _ 589'04'33"E 8" SEWER$ S S S 332.21' 589'04'33"E S S 8" SEWER S 332.21' .. S89'04'33"E 1 _1_ 11+00 12+00 13+00 14+00 15+00 674.42' N H o 6+00 63 SUMP SEE TRACT NO. 6759 GRADING PLAN -- 10+00 11+00 1Z+UU wruu 'tervv-- 7p, 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 -- 10+00 11+00 1Z+UU wruu 'tervv-- 7p, TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — S FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE � ¢ a TYPE "A" PER C.O.B. STD. SW -4. ® FURNISH & INSTALL SEWER CLEANOUT �0 PER C.O.B. STD. SW -6. ------„ FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.S. STD. D-18. g FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 03 I m I I n I n w� 3 uj 00) Z 00� � Q N � m I n^ .6 ro 1 ro Y W ~ Q m 152 FJ rQ Q Z z W m N � a W V 1 62 51 N 53 k4 N I 55 156 i N 57 i 58 V - LL 59 60 N N 61 \ F w co w cm 2 T J 1�l 1 r 1 0 WINNIPEG DRIVE SCALE: 1" = 50' HORIZONTAL w 1" = 5' VERTICAL -- 10+00 11+00 1Z+UU wruu 'tervv-- 7p, TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — S FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE � ¢ a TYPE "A" PER C.O.B. STD. SW -4. ® FURNISH & INSTALL SEWER CLEANOUT �0 PER C.O.B. STD. SW -6. ------„ FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.S. STD. D-18. g FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION' SECII(N LEITER SHEET WERE SEC110N IS SHOYM 2 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. i 5- m z a M o0 " d W � ¢ a d \ Ozm a � �0 c � co ¢ C7 z a� o (L_ w�� o Z O < Z = w� 3 uj 00) Z 00� � Q N � X (Cc Lu W Z Y W ~ Q m FJ rQ Q Z z W m N � a W V L Oo z a a d W z > a � c � co ¢ C7 'A (L_ o Z O < Z = 3 uj 00) Z � Q X (Cc Lu Z W ~ Q FJ Q Z z W N W U W z F" V - LL 2 a F w co w cm 2 T 0 u, w w�C mU 0 �u o +9 00 �N z a d W z > a � c � co ¢ C7 W 0 W (L_ o Z O < Z = 3 uj 00) Z � Q X (Cc Lu Z W ~ Q FJ Q Z z W N W U W z F" V - LL 2 a F w co w cm 2 T i J 1\1 1 T v O• ^' J 1 " 62 �`�e`�R�`/, ,�„< 26.52• o `° 53.13' 18" DRAIN n Nµ M mU N 352 Uf o, a Q O 1 II O -1350 bM 348 + U3 a 64a WINNEPEG DRIVE T mZ ' - 346 344 DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM J ,\l SEE SHE ET 12 n O qw oAVENUE 340 o - , Nd ESMERELDA AVENUE 338 n o INVERT 18"LDRAIN SEE SHEET 6 w - -_1�L -- 336 __ _-- '334 rr 20' 60 MARDAL AVENUE nON 20.23 w y" SEE SHEET 9 z o 30• 30' —A U m N S' z _Z JW a o z 20' 20' w o Il I jUm U 00 1-(jN LO F J� UU 1 wa 30' z"i w o0o i rE INTERSECTION I IN. oO o 0 FL w M a do o IIooN w ®oI( ,`�� +0 ----- a'Mwwo o 0 30' 30 NoO• m va + M�m 39 U (� "goo U 38w 5~ -a Vo-----��-�� IIl I( IIaN IIIOZjN II lIl.<<U- dm - rh II F`+ 302•0 hUd'•�aM>n No V V, .- Z 00 5. E �� MATAPAN 65 _ma 68 69 20 72 fn 3 u FL m N \Iw/1 NN 3 6Q 30' I Z FQ Z 611 oo m o ++ vwi Nrn R/W «� LL1 L �� Q m 73 w o � _ p Wm I z 6" SEWER �= � / I do NOO'55'27"E FL J� NN \ / \ 56.00' pm 2 woo N00'; Q E¢ 11+00 _— OZO _4 - -12 i IIVOINLL N.4l Lf : _-`OF is �-RCP N005527 E r O v O• ^' \1 1 213.99' 62 �`�e`�R�`/, ,�„< 26.52• o `° 53.13' 18" DRAIN n Nµ M mU N 352 Uf 350 a Q O 1 NZ O -1350 bM 348 + 63 a 64a COMMONWEALTH T mZ ' - 346 344 DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM J ,\l 1 T z i FI. IIVOINLL N.4l Lf : _-`OF is �-RCP -.-1358 NO'S5'27"E '� N o FL '1 - 'I--- E \1 1 213.99' M ;en ... OIM w L o `° 53.13' 18" DRAIN n Nµ M mU N 352 Uf 350 a Q O 1 NZ O -1350 bM 348 ONJ� ;- S89'04 33'E 25.42' a II COMMONWEALTH T mZ ' - 346 344 DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM _ aQ MANHOLE TYPE "B" PER O.O.B. o z oAVENUE 340 o - , I"II ESMERELDA AVENUE 338 n o INVERT 18"LDRAIN SEE SHEET 6 w - -_1�L -- 336 __ _-- '334 rr 20' ovJal a>jwWO MARDAL AVENUE nON 20.23 w y" SEE SHEET 9 z o 30• 30' —A U m N I z o a o z 20' 20' w o Il I SEE SHEET 9 R/W Lam/ LO F d o Oxw 30' 30' w i rE INTERSECTION I UZww.3 pml m 0 FL w M a do o IIooN w ®oI( ,`�� +0 a'Mwwo m�2 0 30' 30 Q NoO• m va + M�m S89'04'33"E 120.11.11+00 "goo INOz® 5~ -a Vo-----��-�� IIl I( IIaN IIIOZjN II lIl.<<U- dm - rh II F`+ 302•0 hUd'•�aM>n No V V, .- Z 00 5. E �� MATAPAN 65 _ma 68 69 20 72 O 00 ci ci z FL R/W o 'fl 30• 30' I 7O NN I WAY oo m o ++ v «� LL1 L �� Q I 73 w o z z p Wm I z Q Z �= � / I do � =Qw J� NN \ O pm 2 woo to Q E¢ OZO w FIRE ISLAND DRIVE o F O N(~/l VI IoM QN- ON,(I O M O QQ /y / W 3 M 'Q N \ a QQ O 1" = 5' VERTICAL O \ 1R/n�_- / IW /�� R/„ Cumin VI mz IO E N FL N a M 5' I FL 12+00 13+0�_ N0055'27"E14+00 N 18" DRAIN 5+00 362.17' - - —� - - - -I-N00'55'27"E 240.00'— +- -- --+ N00'55'27"E 1 +00 120.00'— - 6" SEWER 1,10055'27"E I 5 FI. IIVOINLL N.4l Lf : _-`OF is �-RCP -.-1358 NO'S5'27"E '� N o FL '1 - 'I--- E NOO5527 E 8" SEWER 213.99' M ;en ... OIM van �- O� L 352 O x 53.13' 18" DRAIN n Nµ M mU N 352 Uf 350 a Q O c. a m NZ O -1350 bM 348 ONJ� ;- S89'04 33'E 25.42' a U 1\1 1 IR" DRAIN T mZ ' - 346 344 DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM _ -r—r _ __ -�/W� MANHOLE TYPE "B" PER O.O.B. _ _ —�.\ S89'Oa'3b"EI 50.95' 342 340 -_- - , I"II ESMERELDA AVENUE 338 n o INVERT 18"LDRAIN SEE SHEET 6 w - -_1�L -- 336 __ _-- '334 rr 20' ovJal a>jwWO S7, of mm I STA, 17+6951, 4445RL N0055'27"E 48.14' N00'55'27"E 120.00' 26.75' IN N j 5.44' 7616, STA /Jx,6R y 599 yf 4 A 75 ��s yF,pS4 sow \\F�aO 74:"° 10+UU 11+UU 1Z+UU IJ+VU 19 w lutu l loruu I/rw 358 IIVOINLL N.4l Lf : _-`OF is �-RCP -.-1358 NO'S5'27"E '� N o FL '1 - 'I--- E NOO5527 E 8" SEWER 213.99' M ;en ... OIM van �- O� L 352 O x 53.13' 18" DRAIN n Nµ M mU N 352 Uf 350 a Q O c. a m y�M O O n � O -1350 bM 348 ONJ� ;- S89'04 33'E 25.42' Nim w m NO ro '. 348 IR" DRAIN HE mZ ' - 346 344 DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM _ -r—r _ __ -�/W� MANHOLE TYPE "B" PER O.O.B. _ _ —�.\ S89'Oa'3b"EI 50.95' 342 340 -_- - , I"II _-,'�, 340 338 n o INVERT 18"LDRAIN +338 w - -_1�L -- 336 __ _-- '334 o SECTION ovJal a>jwWO SCALE 1"=50' HORIZ. nON 20.23 OI� y" oN��m- 61 oZoW odNIvnOZ 30• 30' —A U m N I O I KW3�N nm+ IQ3Qy Oi NVJ�mNdN 31 I 30 Il I 6 Q R/W Lam/ LO F d o Oxw w rE INTERSECTION I UZww.3 pml m 0 FL w M l➢'Oe1�' 20' o IIooN w ®oI( ,`�� +0 a'Mwwo m�2 0 30' 30 Q NoO• m va + M�m S89'04'33"E 120.11.11+00 INOz® 4J1 - IIl I( IIaN IIIOZjN II lIl.<<U- dm - rh II F`+ 302•0 hUd'•�aM>n No ++ MATAPAN 65 _ma 68 69 71 72 COQUILLE67 FL R/W o 'fl I 7O NN J7 C� WAY OOwW v N LL1 L Q 73 w o z z 66 m ry�0 =+mwm Q Z �= � / z do � =Qw J� NN \ O pm Z Q E¢ OZO FIRE ISLAND DRIVE C�N VI mm O FF SCALE: 1" = 50' HORIZONTAL N mVl 1" = 5' VERTICAL 26.75' IN N j 5.44' 7616, STA /Jx,6R y 599 yf 4 A 75 ��s yF,pS4 sow \\F�aO 74:"° 10+UU 11+UU 1Z+UU IJ+VU 19 w lutu l loruu I/rw 358 IIVOINLL N.4l Lf : _-`OF is �-RCP -.-1358 356 '1 - 'I--- E � 356 354 f. M ;en ... OIM van �- O� N 1354 < 352 O x M U�m ZUWW Nµ M mU N 352 Uf 350 a Q O c. a m y�M O O n � O -1350 bM 348 ONJ� ;- U ^o -z a Nim w m NO ro '. 348 346 N Vkzz 20 W '3ggqq r---- mZ ' - 346 344 DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN 342344 MANHOLE TYPE "B" PER O.O.B. STD. D-18. Ir 342 340 -_- - , 1-_-_ _-,'�, 340 338 - -+zI o INVERT 18"LDRAIN +338 336 - -_1�L -- 336 334'.-----�� _-- '334 o SECTION zl A SCALE 1"=50' HORIZ. 13 1"=5' VERT. INSTALL 50.95 LF OF 358 7--l" RGJ-RCP.0-497.1 _-_--_,. 358 356 -356 N pA ON �OM 354 ' o �w a---� !, 354 x tj�m U VO Z. Vww '-, 352'--n9`!m �'�?'ows., 352 Z o O QO K NVcl FNM ®O W :. 350 a+c ��..-+ w'350 U ¢ �» Qow 11 348 348 `iKsgzlT 1 1 3 Q+-1 346 I 344 - 4344 342 342 34D INVERT_..1 ' 340 g 1&" DRAIN 338 338 m 336 '1,336 334 1 1 334 SECTION E SCALE 1"=50' HORIZ. 13 1"=5' VERT. LEGEND: 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 Ib'sEwER HASEM6u9' PER Flffue L NkVP 1 ^�XTEI./'�6"66WER Lrc/E2av�. \� Ip pE On0 TRA4 gpUJAAR 1 I Ir 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 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 Ib'sEwER HASEM6u9' PER Flffue L NkVP 1 ^�XTEI./'�6"66WER Lrc/E2av�. \� Ip pE On0 TRA4 gpUJAAR 1 I Ir MONHEGAN WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 354 352 350 348 346 344 342 340 338 336 334 332 10+UO 1 SECTION DESIGNATION: SEC110NtETIER � SHEET N11EK SEC110N IS SH0 2 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. Tl+w ZL ApPVISION APROVED eY T .- /--Nt-77 N ` 6 LA INC NE F`7040 R. G, E. SS/oz,[ �(-DA'(�C- 12EV/51o/J J S-( / 7 APPROVED BY: -. DANIEL PADILLA R.C,E, 67 6 DATE 2 J 1\l 1 T CL � z TOM 3'45 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — S FURNISH & INSTALL SEWER PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE. TYPE "A" PER C.O.B. STD. SW 4. (D FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW -6. H --- O FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER O.O.B. STD. D-18. Ir FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. MONHEGAN WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 354 352 350 348 346 344 342 340 338 336 334 332 10+UO 1 SECTION DESIGNATION: SEC110NtETIER � SHEET N11EK SEC110N IS SH0 2 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. Tl+w ZL ApPVISION APROVED eY T .- /--Nt-77 N ` 6 LA INC NE F`7040 R. G, E. SS/oz,[ �(-DA'(�C- 12EV/51o/J J S-( / 7 APPROVED BY: -. DANIEL PADILLA R.C,E, 67 6 DATE 2 J 1\l 1 T CL � z PACKWOOD DRIVE SEE SHEET 10 ¢ W 0 (�} H 0 a 0 = Lu I LL1 00 Z 0 o I. o m X ¢ LL j u) m o zl A Z o y" 61 s 30• 30' —A U m N I z Lu 20 zo' 31 I 30 U LL ai 6 Q R/W Lam/ F i a w rE INTERSECTION I LLj 0 FL w M STA. 11+20.11 O.L, MONHEGAN WY, STA. 11+20.00 C.L. PACKWOOD DR. WT. T LL 0 S89'04'33"E 120.11.11+00 --I— H - S89'04'33"E 125.11' DRAIN I FL R/W o > Fp 32 33 J7 C� v LL1 L O viz w o z z I 60 �= � / z do z J� NN \ O pm Z \ VI mm O FF N mVl MONHEGAN WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 354 352 350 348 346 344 342 340 338 336 334 332 10+UO 1 SECTION DESIGNATION: SEC110NtETIER � SHEET N11EK SEC110N IS SH0 2 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. Tl+w ZL ApPVISION APROVED eY T .- /--Nt-77 N ` 6 LA INC NE F`7040 R. G, E. SS/oz,[ �(-DA'(�C- 12EV/51o/J J S-( / 7 APPROVED BY: -. DANIEL PADILLA R.C,E, 67 6 DATE 1 p7 -, J i - t_.°i 2 J CL � z s N Q ¢ W 0 (�} H 0 a 0 = Lu 00 Z to Q X ¢ LL LLI Z o y" w , Q s —A U m N z Lu U LL ai 6 Q F a w w M WT. T LL 0 1 p7 -, J i - t_.°i II. v_r STil�_J r TENTATIVE ADDISON RI ) WAY S 8 GHT r 1 A C r 1\1 J. 6969 5 J FUTURE STREET o 31 32 33 34 0 o N 0 30 0 0 0 W Z aN O N N i`rl N 21 +a �mo 4 � _ O O � VI VIN py N z FUTURE z-- R/W FUTURE __-___-I to R/W INTERSECTION 511 1 11+00 Mo I 5' t----- 12+00 4. 10+00.00 C.L., FLAMENCO WY. - ------ ------ ----- ---J- N --- 13+00 `------14+00 ---- A. 17+20.50 C.L., ADDISON WY. - - - —I - S89'04'33"E 326.23'-I- I-- S g - - 589'04'33"E —1 - -130.00''- _ 3 S89'04'33"E 8" SEWER 326.35' 3 20' WIDE SEWER EASEMENT ------------ - --_- - - ' ___ __ S89'04'33"E 8' SEWER TO BE DEDICATED BY .{ FUTURE -- ---------- _BY SEPARATE INSTRUMENT 5',- I"1 � r 8 a 2W M O N N ry N O T l a J ciN o I N z UN'm M T 29; 28 271 26 a 25 ! 24 <""M23; 22 I ++ a ADDISON WAY SEE RIGHT FLAMENCO WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL VESTING Trl\JrATIVr UINIr STRACT 1\10. 6969 UNIT 2 3 It zo PACKWOOD DRIVE w o SEE SHEET 10 WORCESTER oUo TER WAY `" z SEE RIGHT oo 1 i 0 2 3 0 4 5 Oq o Ilw�,my 51 20' WDE SEWER EASEMEN++ 5-' (I TO BE DEDICATED BY BY SEPARATE INSTRUMENT 2/W � FUTURE 2 R—W .,o I ?ww dooru¢_ii'ti0ood_� FUTURE 39-00'31 E 20' R/W 15+00 126 -589'04'33"E N0271SEWER SEWER MANHOLE NO. 6 15+00 ___ 0 N0271'26E0.00' 1 RA15' 17+ - -LN 75+81.32 C.L., S.00RT. - 1 '713' 26"E 120.03'- 18+00 STA. 15+81.32, SEWER FUTURE 52W 0/W 3 R�N216E1003'-i T FIFUTURE- - _ ---7-0zo w R/W 33 29 O 4 30 tiff 30' a 30' z umi, umi o :nen <S PACKWOOD DRIVE F N ++ SEE SHEET 10 0 f'Q' "� s ++ 1 ++ 1 z Nr Jl�,l rN vagi vagi �� 3 dd FLAMENCO WAY m rr m min I -I- SEE LEFT F'a-'a in mfn m ml 358 i 8" SEWER LFlOF INSTALL 20.09lbF - 358 326 _-ror V STIN(C] _. INVCttI o _ t-- i --. ._-Fm,p1n �� li - -_ -I--- ---- -� 7, 326 �3-^'�r ��,324 356 354 j.� J o N F m m �".aN+ 356 1354 324' 322 M� __ b- w3 O --_ - ,"''a+M — ----- ��N - zoo a 322 352 350 o -O o zN��e n m n+�� Q2 ¢ 352320 350 318- -- mzz T-- ---- -INSTALL 325.35 _-. _ LF OF 8" SEWER ®0359 .- ! ___ - __ _ _ �zz - INSTALL a F 25"7 LF OF 8"K R ® 0.3p% o +�' -�z 328 318 348-usN=IXN--z sa�'Pi lJJ ,348 : N ,N O --- --- -'316 --__ `_ ---- ' -, :. ---- ---_ .. , -____ ,__---._-------- I 0 x moi I Jo 316`- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 346 -�- _' �NyotO� ---'..- .., 346 Lu Lu Q¢VI 344 -- - 011 -!344 : <N oy ¢ 342 - nn ,.,342 F o ASHE ROAD W 340 -.-- I ADDISON -_ -.-_1.340 z * 338 LEFT ft �a 'x,338 ' } y 336 CONSTRUCTED OVER THE EXISTING ( - , 336 c ASHE ROAD TRUNK SEWER SHALL 334334 O 3 BE FULLY TINED WTH AN APPROVED '50 z Q P.V.C. LINING SYSTEM. 332 -_. w ',332 Lu TOA �.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 2 Q LEGEND: J 330 - 330 ABBREVIATIONS —.—s— FURNISH & INSTALL SEWER PER CITY STANDARDS SECPON DESIGNATION: CL CENTERLINE SEC110NLETTER - INV INVERT ® FURNISH & INSTALL SEWER MANHOLE is L 328 '- - 328 ED STORM DRAIN TYPE "A" PER C.O.S. STD. SW -4. INVERT 8" SEWER MH MANHOLE Z CB CATCH BASIN 0 FURNISH INSTALL SEWER CLEANOUT %BEET WHERE SECTION IS STIONN 326 - - - .326 JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT ----v—FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SECTION F SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" SCALE 1"=50' HORIZ. 14 - EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 1"=5' VERT. ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. R/W RIGHT OF WAY .a. FURNISH &INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE "A" PER C.O.B. SID. D-14. UNLESS OTHERWISE NOTED. FL FLOWLiNE ADDISON AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 16+UU 1/+UU ltf+UTI K 15{ I 2 woo I I K FUTURE 20' BE SEWEAED EASEMENT �I 5f BY SEPARATE INSTRUMENT I I I --_--_ -_ - -- 11+o0 ----- I -589'04 33"E- + — - — 201.43' - IF - 3 589'--- 8" SEWER 3 211- 1 � I --- I g^ 'SEWER a J �- N ¢ I n FUTURE -J N\\ 29 I'% R/W V STIN(C] TENTATIVE w TRACT I\JJ. 6969 O n 3 O Z ro II ; �a �' w3 O mom ASHE ROAD Ww wo ADDISON AVENUE ON Lu 1 0 SEE LEFT K 15{ I 2 woo I I K FUTURE 20' BE SEWEAED EASEMENT �I 5f BY SEPARATE INSTRUMENT I I I --_--_ -_ - -- 11+o0 ----- I -589'04 33"E- + — - — 201.43' - IF - 3 589'--- 8" SEWER 3 211- 1 � I --- I g^ 'SEWER a J �- N ¢ I n FUTURE -J N\\ 29 I'% 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 312 310 308 10+00 WORCESTER WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 rn R/W M o o w Q 33 � Q O J O Z ro 0 U K a �' = O z W Q J Lu 1 J Q y N�my U U6 O'nw N Z.-3 I 30� O CD :-I \ v1 N lJJ 00 O Y) N J I UNI O it: W Y J mzm I 0 x moi I Jo NN I z a ti rnrn Lu Lu Q¢VI to Q 011 00 : <N oy ¢ ++ m nn Lu F o ASHE ROAD W F « ADDISON AVENUE o N z * SEE LEFT a �a NOTE: SEWER MANHOLE NO 35 ' } y w CONSTRUCTED OVER THE EXISTING U c ASHE ROAD TRUNK SEWER SHALL m O BE FULLY TINED WTH AN APPROVED '50 z Q P.V.C. LINING SYSTEM. 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 312 310 308 10+00 WORCESTER WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 rn � M o 0 w Q d. � Q O J O Z ro 0 U K a = O z W Q J Lu J Q y U � a N Lu 30� o CD J \ lJJ 00 O Y) N N � w it: W Y O Q etS m o $ 75 m w Q d. J = T z Lu cc D N Lu LL CD 6 SIC lJJ 00 w it: O Z6 etS = w Lu LU z Lu Lu to Q X : Z Lu N F 0 Z z Q W ' } w U c g m O '50 z Q w Lu 2 Q F- J 12 75 m W d. = T LL - 6 SIC 75