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HomeMy WebLinkAbout1.2-6759 Ph 1 - 5 Revisions.._ _ - - � 7 a _ f . _ . -_w ---�_+ TAFT HIGHWAY \,,T6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23124 25 26 27 2T82 30 31 32 33 l SMH 1 S ----SMH 2 gOGART S S pRl31 � SMH 4 - SMH 5 35 3 _ _ _ S --•-- . g � w 36 i o' <_ EwErq F�1som" 2 61 60 59 58 57 56 55 Q F541 53 1 52 51 1 50 49 1-48 47 46 45-1 44 43 1 42 1 41 40 �39 ! 38 S 0 37 P ^��- ^'' © A I Ion A o (r--- `� O DMH 3 24 23 22 21 20 -j 19 18 17 116 15 114 113 112 w 11 111 9 8 7 6 5 4 3 mz `� 1 ©/;' 75 ¢ d Q- �- - 71 CB4 I I I ¢ �w o --SMH 33 �J = u_ J_ CB21 x CBI d _ 6 �- - - - FLAM�N�O- - sl_ -SWAY DMH 4 2 w I ) Lu - - - - -- __ SMH 6 SMH 7 ESMERELDA DMH 1 -DMH Z _ - -` ' w¢ SC 2 N = ---� I r - - SMH 32- 3 25 s_•_. _« AVENUE s w 74 ITISMH 8 SMH 9 — - - I Q I I( I 1 27 J -T I T Z I, �I ff1� I - SMH 10 - 11SMH 12---` r c 4 26 28 29 30 31 32 33 34 ¢ 35 361 11 -� 1� I- 4T I I I I O1 � 73 yy.� ; V 5 l� 7r 1�J7 Tl r o I cn 41 42 43 44 45 46 47 48 49[SMH 50 51 1 4 J 37 38 39 40 CB2Z SMH 35 - - SMH 34 C I I (�5 1 w i_= I i Ii �J� i�J���1DMH 25 cc�UILLE I rJ f 68 6 -- 2 w q�IL 6 7 1 8 1 9 10 0 I i- I T — T26.7 h AY r// CB6 I I I 12 13 14 15 16 17 18 19 20 21 22 1 23 24 �V17 2�o 72 ¢ DM67 1H 5 `DMH 6 - mCB8-DMH 7 DMH 8 7 11 11- -I- J _ �I_ J_�B, Q I _ CB5 - D CB9 MARDAL AVENUE DMH 9 ISCO 371 Li S 6 3 CB7 - -SMH 14 - SMH 15 - - - SMH 16 - s SMH 17 - - SMH 18 SMH 19 65 0 7 54l 53 152 151 150 49 T48 47 Q 146 145 + 44 43 42 j 141 40 139 38 371 36 35 az r34 133 3231 i 30 129 28 3 _70 N o CD II I J I 69 i 64 IY I I I I ¢ I 1 i ; ; ; I I ! 63 I 8' 9 110 11 112 1 1314 115 116 a 117 118 21 120 119 118 1171 16 115 114 13 111 110 19 18 ( 7 16 5 I 4 J7� � '8 SMH 201 — '_ JIC611 J DMH 101 _ CB12 _ 1 12 <CB15_ _ 9 I 62 g SMH 22 SMH 23 SMH 24- DMH C816 6' I _COMMONWEALTH SMH 21 _ CB13 AVENUE 1 36 s1 DMH 11 - DMH 13 CB14 -DMH 14 DMH 15 DMH 16 - - - DMH 18 SMF 2511 z r3l 301 29 28 1 271 26 25 24 123 1-22 121 120 r19 1 22 I 2424 25 27 28 129 130 31 32 133I 35 om 13ONHEGAN ' I _ I 1 _ _I L� �� �__ I �s I_ _ I I I I `J I II II r 34n3536 37 138 SCO 4ME WAY DMH 19 i I I 1 I I -- CSCO 6 26 ¢ 21 _ I I hJ1\l� 1 _I �I I I I I MAIAPAN I I DMH 23� -- I I- i I I- I I- -I I- i iw Wa LS 2 (33 13n35 36 137 138 39 40 41 42 143 144 145 I � '� ') '- 50 149 48 47 46 45 44 43 42 41 40 39 � Y L H 26 - - SIMH 271- L - CB19 CB20 CB21 _ _ 1 ► _ _ 1 SCO 5 WHALEBACK avE. SMH 28—' _ DMH 24 SMH 30- M 0 20 DMH 21 CB17 - - DMH 22 CB18 SMH 29 WINNIPEG DRIVE_ SMH 31 63 u L571 55 54 �c 53 52 1 � 50 49 48 47 SUMP 12 II w� 51 46 51 52 53 54 5 56 57 58 59 T6O61\62 > f KEY MAP F3 SHEET NO. STORM DRAIN SCALE: 1 -=200' Q 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 2_358 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 WHALEBACK AVENUE Y Z AND FITCHBURG DRIVE Q 12. WITHERNSEA LANE 18" STORM DRAIN LINE 24" STORM DRAIN LINE LF LF 1661 216 1154 886 496 546 526 - 140 - - - 3977 1628 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 - I - I - I - - 2 /L R;-vrsrwl APPROv6D BY: 15 A!N(= ^1EPToVj9 /•2.c. E. SSIoj r ATS p,cvr srav s- % 7 A r��En aY DANIEL PA Df LLA R.C. Fe. (p70oe Cw+TE SEWER MAIN I UTILITY TRENCH SIDE j CL MULTIPLE UTILITY WATERLINE SIDE R/W I TRENCH j R/W I I j 5' TYP 5' 5' I 4' TYP. j TYP. 4' I j I WATERLINE 3' LOT PAD i COMBINATION I j FINISHED STREET COMBINATION TYP., I LOT PAD SIDEWALK GRADE SIDEWALK m 5' MIN. I i i 60" j 36" TYP. 5' MIN. TO 7' MAX.foo TYP. j O TO 7'*MAX. ; jLoo J 1% MIN. � 1% MIN. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES DEEP SEWER, SLOPE LATERALS \� TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. 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. BENCHMARK: CITY OF B..AKERSFIELD SEWER AND S 1# TORM DRAIN PLANS FOR TRACY- NO. 6759 UNITS 1 THRU 5 INDEX OF SHEETS CL SHEET TI TLE INVERT APPROVED BY: G) COVER SHEET MH 2. SEWER AND STORM DRAIN NOTES 3. BOGART DRIVE JUNCTION BOX 4. EXETER STREET, PETERBORO AVENUE AND BEEVES STREET © 5. ANTIOCH LANE, LADOGA LANE PER C.O.B. STD. S-20. AND CARIBOU LANE CONSTRUCT STORM DRAIN PER CITY STANDARDS 6. ESMERELDA AVENUE - 7. MARDAL AVENUE CONSTRUCT CATCH BASIN (STA. 10+00.00 TO STA. 23+00.00) 8. COMMONWEALTH AVENUE - EXISTING STORM DRAIN LINE - - D 1STA. 10+00.00 TO STA. 23+00.00) 9. MARDAL AVENUE OD EXISTING DRAIN MANHOLE (STA. 23+00.00 TO STA. 26+85.70) AND a COMMONWEALTH AVENUE 0 C/) _ (STA. 23+00.00 TO STA. 26+85.01) 10. PACKWOOD DRIVE Li 11. WHALEBACK AVENUE Y Z AND FITCHBURG DRIVE Q 12. WITHERNSEA LANE L__ m AND WINNIPEG DRIVE ~ 13. FIRE ISLAND DRIVE r AND MONHEGAN WAY 14. FLAMENCO WAY, ADDISON WAY AND WORCESTER WAY BENCHMARK DISK STAMPED - Q 1157 RESET 1969 AT OLD RIVER, AT THE JJNCTION 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 HIGHWA". ELEVATION = 343.30 (U. S.G.S. DATUM NAVD 88) BASIS OF BEARINGS: THE BEARING OF N. 89"C4"33" W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. AS SHOWN ON SURVEY INVESTIGATION MAP NO. 7-1 BK. 6, PG. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY" OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33,322 EXP. 06-30-08 IN A.'CORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ABBREVIATIONS EXISTING CL CENTERLINE -- INV INVERT APPROVED BY: SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE / Z - (0 -0G+ DATE RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-07 SCO SEWER CLEANOUT �A W DMH STORM DRAIN MANHOLE V ED BY: ASSISTANT PUBLIC WORKS DIRECTOR EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M. H. MANHOLE T M• 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s CONSTRUCT SEWER PER CITY STANDARDS QS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. © CONSTRUCT SEWER CLEANOUT Z PER C.O.B. STD. S-20. -- CONSTRUCT STORM DRAIN PER CITY STANDARDS O CONSTRUCT STORM DRAIN "A" - MANHOLE TYPE PER C.O.B. STD. S-7. �Q` CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. s EXISTING SEWER LINE - EXISTING STORM DRAIN LINE - - D OO EXISTING MONUMENT O EXISTING SEWER MANHOLE OD EXISTING DRAIN MANHOLE -• _ PACHEC0 ROAD [] 1� 19 20 20S�Q D 22 :2j F FAIRVIEW- ROAD --- , :_G S2�! 1 24--19 30 0 29 28 o, 27 0 0 26 LHQSKING io McCUTCHEN I _ROAD I 25 31 0 33 wj I 34 35 36 [ 31 v=i McKEE ROAD 1 -! I TAFT � HWY. PUMPKIN GREENFIELD ' 11%4 ' ' CE 1 I/�+ ] I 5 I w, 6 ,PROJECT —CUR Q j 2 _ J I SITEo'r -- — -- - - o! OI w; 9 w o '- 7 8 L. -3 - 10 11 12 o;l f�l cn S R2E - 16 15 14 13 18 Tl; I-II lI� VICINITY MAP NO SCALE Z /s DATE L rn 0 4 J f O a z Z O Z O z LL- I o -r � - o �Q` w�{q) .L" It co)W �- W ED W o E 'D a = 0 C/) _ cc 3 (NJ Of m Li m o Y Z Y Q ¢ w L__ m W L V) z 4 J a z Z O W 0 co)W 0 W 0 a = _ cc 3 Cl) w x _ W ~ r W CoP Z Z =) 0 LJJ o) 0 U s m M 0 O z N 0 o H w U Q � a o Q W H � LLI U. 0 L J I tANUHKU IVU I t5 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-7, S-8, S-9, S-10, S-11, S-20, S-21, ST -6, ST -22. 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 .AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END 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 ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTAI I ATInKi MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5, PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6, REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 777 t5 (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 f5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 f5 WEIGHT CHANGE f1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT, THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL 8E 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(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION, CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE, CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS EN TS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED, PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SLING OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED, AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL. 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPRCVED, CONTRACTOR SUPPi_IED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH -AB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE: WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WIL._ 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 STRIF AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS JSED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FDR 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 VINY_ CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: I. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFAC-URING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILAB:-E 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 FOL -OWING: 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 '•MTH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) WHERE Y = ALLCWABLE 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 SHALE- BE EXCAVATED, RE -BACKFILLED, P,ECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE-ROUND114C WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATON. 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 FI-'TINGS 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 CIIY 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, AI4D REGULATIONS OF THE STATE DI /SION 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 REGULATICNS SHALL BE SUFFICIEN-_ CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL .NORK. 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 LEVE_ OF THE BACKFILL AT ALL TIMES. SECTION 6 422 OF - TH E CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR F0 SUBMIT TO THE ENGINEER A DETAILED FLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM -HE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTAiLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOJSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL. MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW 'IPE 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 HE 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 TI -E OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLItIG, 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 LOSE 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 0 - FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE CE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE FI -IE 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 -J9 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 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, HANDLINC 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 FITTII\ G WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NC ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGE, 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 EXFI LTRATION 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 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 T_' 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 Bi_ PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL AESO 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 MIN'MUM 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 Of? 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 PROPER-"'( LINE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDAR) PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATI'-N, CURRENT EDITION, ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CI `( OF HAKERSFIELD ST.AND.ARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" N 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 RCF PIPE, CLASS III WITH RUBBER GASKET JOINTS PER .ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PI -E", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THA- PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM 0 TOM 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 PROCE:=D 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 EX-,AVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 16. BORED/JACKED PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE: DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WA_TR BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 17. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB, 18. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT .AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAF-IC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL °ROVIDE 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 7HE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE C17( OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WI_HIN ACCEPTED STREET RIGHT -OF --WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF --WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. L_ F___l (7)0 n n - co rl) 0 0 I- t \ j0 Q `t -It O z R o (`) cr-O ,t o Z LL Im I Q.] q o Q ,:- LLJ U r) z: 0 a� F J W c0 (n o g- cc> c (n `.. 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Q Q SEE SHEET 4 C-.)JV)U) 350 348 346 344 342 340 338 336 334 332 330 328 326 324 ill BOGART DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 32 133CD CD , 0 � I � M CV � cJ <- o I + + I N Q ~ 6n _ L 24+00 360.25' S I� 34 Ir ^eco v' G p 35 �°M FINISHED 66 �Op` INV o X56 FGRADE @ATE J --------------- 3 - ------ ----------------------- --- w MANHOLE 36 ----------------------- u, u z JUNCTION BOX �\ o 11 w rn N Z � U) O Q EXIST o � u7 -O co ELEVATION 0 r� Mo 0 FL U) TYPE "A" PER C.O.B. STD. - _ WI " W W I u `n ) 0 5' w X 3c - o �✓ C6 o INVERT 8" SEWER ' o oo I �— 37 o Z I Z m P I LTJ Q j o a o Q� I -j Q �;00 138 � N 20'— –20' _ ' _ _ _ < 3 a d 30' 30' G . . N �� PAV�ENUE�O CO o cn W M M = � r , o � LL SEE SHEET 4 0 N m Li m o Y Q m z a � 0 Y w _ 6 �\ k. N to c` M o J 4 W 4 U �°M FINISHED 66 �Op` INV o X56 FGRADE @ATE J --------------- 3 - ------ ----------------------- --- ,�. --------------- ---- ------ ---------------- MANHOLE -------------- ----------------------- u, u z JUNCTION BOX Ld SEWER MANHOLE Z � U) SDMH Q EXIST J� Na OM ELEVATION 0 RIGHT OF WAY M.H. wmoo> FL �m TYPE "A" PER C.O.B. STD. Q WI W W w X 3c - Lu T INVERT 8" SEWER Q �— INVERT 8" SEWER . L INVERT 8" SEWER LTJ INVERT 8" SEWER U ti m 3 - m M F<» NZZZ 10+00 LEGEND: 11+00 INSTALL 364.00 LF OF 8" SEWER ® 0.35% 12+00 13+00 i 3 r-) ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE 11+00 INSTALL 364.00 LF OF 8" SEWER ® 0.35% 12+00 13+00 i 3 r-) y W - FURNISH & INSTALL SEWER j*oc OW �0 Z JUCo- --Co- a .7-C,LCOo0 MANHOLE 7COM M -(O oO j = AMM 2-c I, COD I �M <p )MM )�Z 2�HM PER C.O.B. STD. SW -6. O— -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS wr-=pZ FURNISH & INSTALL STORM (nNZZ 14+00 T.O� 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. 0 FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW -6. c -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D-18. T FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. INSTALL 364.00 LF OF 8" SEWER 0 0.35% 15+00 SECTION DESIGNATION: SECTION IfTTER -- -- A IL2 SHEET WHERE SECTION IS SHOWN 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 SEWER ® 0.35% 20+00 i m Jco- LJ - M�� )00-0) j Mo;c6 M� � r rOZZ ;zzz 21+00 22+00 INSTALL 360.25 LF OF 8" 23+00 0.35% 24+00 �r w 0 I p Z Cf) n�:F- U 00- -m *to C O � ~MM "Ozz zzz 350 348 346 344 342 340 338 336 334 332 330 328 326 39 25+004 Li < 0 y Z Q J a z Q Ix c cl) 2 W Cc W O > co c— ® a = Lu w X 3c - Lu T Q F— c z z 0 LTJ U ti m 3 - m M 0 O N 0 Z 0 J U W Q o < o < W M M = � r LL 0 ESMERELDA AVENUE SEE SHEET 6 UNIT 4 BOGART DRIVE SEE SHEET 3 J 1\1 J r 5 - EXETER STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 ABBREVIATIONS n 358 356 INVERT SD STORM DRAIN 356 UNIT 41� oQ CATCH BASIN cr Lo 00 ° JUNCTION BOX 354 NCD J 0Of 0 354 STORM DRAIN MANHOLE CD d 6L6 1 z SIU l o Of UNIT ELEVATION 352 J co =0—co a ?t� iui U5 ooiia� w v 352 FLOWLINE co—�oa'oo 01+ m m of®`` W 0 d NO ESMERELDA AVENUE _. c -3o -' LIQ w t� N��N �� 350 1 of SEE SHEET 6 zi oo } oz BOGART DRIVE o"'0- o NZ Lu 20' 1 20' z oo Q o V)Z oQ> 348 SEE SHEET 3 N z APPROXIMATE 1 35' (D a � o++ I O 12 Zo � GRADE ® CL i -------------------------- I ' S 1 328 �kk9 -- o0 0 + 47 344 rr - 22 5 cif M ar c of rn0zz W w W <»-> 344w i I N V)zzz 342 Q __ __ -- -- 342 cr 11+00 12+00 U) io 0 aIo z:ru-> co I INTERSECTION a0 o2,3 o, � -_- 342 W fj 00 N INTERSECTION STA. 12+40.00 C.L., EXETER ST.= STA. 10+00.00 C.L., EXETER ST.= mm L� 0 1 N 338 Li I STA. 19+32.64 C.L., BOGART DR. STA. 17+01.95 C.L., 1 1 _ _ S00'55'27"W 11+00' ,--PROPOSED 8" SEWER 12+00 I END OF 18" PIPE ESMERELDA AVE. _ - - - - - -� D , -- - __ ` C-1 _+_- _ __ STA. 12+60.42, C.L. 6.58RT.= STA. 12+60.42, DRAIN L_ 18" DRAIN S01'16 46"W 334 1 N 10+00 _ D 255.42' f— SEWER MANHOLE N0. 9 1 338 w o CATCH BASIN N0. 1 SEE SHEET 6NORMAL , 338 STA. 12+60.00, C.L.6.58RT. F.L. ELEV.= �e O CATCH BASIN NO. 3 Ty 345.68 @ P.O.V.C. Z3 oz O 00o SEE SHEET 6 ON 336 I DEPRESSED F.L. ELEV.=345.51 1 — — Q w �+� 11 =anon Z <n � 01-t 46 5' 20' 24 I I I Of- o NZ o Z 20' 25 W Li w W 130' 1 30' ESMERELDA AVENUE SEE SHEET 6 UNIT 4 BOGART DRIVE SEE SHEET 3 J 1\1 J r 5 - EXETER STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 ABBREVIATIONS INSTALL 225.42 LF OF 18" RGJ-RCP ® 0.23% 358 356 INVERT SD STORM DRAIN 356 MANHOLE CB CATCH BASIN cr Lo 00 ° JUNCTION BOX 354 NCD J 0Of 0 354 STORM DRAIN MANHOLE CD d 6L6 1 z SIU l o Of O II UW z c� co ELEVATION 352 J co =0—co a ?t� iui U5 ooiia� w v 352 FLOWLINE co—�oa'oo 01+ m m of®`` W 0 d NO 1 350 zooirn �oMM LIQ w t� N��N �� 350 1 of z: Q �<V)w +n __ oz 1 o"'0- o NZ Lu 348 ma» o 1 V)Z oQ> 348 346 N z APPROXIMATE 1 FINISHED w Nz cf) 346 � GRADE ® CL i -------------------------- 346 346 328 �kk9 -- cWn oorno Q� 344 rr - i 344 — ar c of rn0zz W w W <»-> 344w i I N V)zzz 342 Q __ __ -- -- 342 344 11+00 12+00 U) io 0 aIo z:ru-> 340 w, Of-- a� -- -- 340 342 W INVERT 18" DRAIN O'+ 01 338 L� 0 PROPOSED < 338 Li Q m.� 8" SEWER 10 A ,--PROPOSED 8" SEWER Z INV. 338.38 m o 336 INV. 335.48' ` 336 334 340 L_ 334 10+00 11+00 12+00 w LEGEND: T._0 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. ® 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. FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. J 1\11 IT zi UNIT ESMERELDA AVENUE „ SEE SHEET 6 BOGART DRIVE SEE SHEET 3 I � 1 0 o y-�20' 20' 47 o w 39 �' �� 30' 1 30� W 4 Z J� o � 32 �N —Lu w 0N—J w --- -- w-- ¢ OR� o 0o I o m I w z n Lo , f 48 � I ++ ++ -- --- 3 �� 38 _N_N 00 INTERSECTION w Q Q Cif `n STA. 10+00.00 C.L., PETERBORO AVE.= I rMi R/W (n V) cwn ci c~n 5' 33 STA. 22+31.38 C.L., ESMERELDA AVE. 10 _ - w 00 00 FL- w i I ocn to 1 6" SEWER `o ao 2 B 11+00 1 SOO, 5'27"W 68.18 6. 49 Soo'55'27"W- - - -24000' -+ - - . 7 2 a1 "y, �w 1 12+00 �sTl ��, 6g SS 34 N Ss q A jl FL tc co R W 1 I ' / 34 Cl co 50 I �' o 5' Q o L G'9 �Bp 30' 1 30' -- --_m �_ 37 i 36 v� 35 �Q + i \ \ ESMERELDA AVENUE SEE SHEET 6 J N1 -j" /I a UNIT PETERBORO AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 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 T._0 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. ® 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. FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. J 1\11 IT zi UNIT ESMERELDA AVENUE „ SEE SHEET 6 BOGART DRIVE SEE SHEET 3 I � 1 0 o y-�20' 20' 47 o w 39 �' �� 30' 1 30� W 4 Z J� o � 32 �N —Lu w 0N—J w --- -- w-- ¢ OR� o 0o I o m I w z n Lo , f 48 � I ++ ++ -- --- 3 �� 38 _N_N 00 INTERSECTION w Q Q Cif `n STA. 10+00.00 C.L., PETERBORO AVE.= I rMi R/W (n V) cwn ci c~n 5' 33 STA. 22+31.38 C.L., ESMERELDA AVE. 10 _ - w 00 00 FL- w i I ocn to 1 6" SEWER `o ao 2 B 11+00 1 SOO, 5'27"W 68.18 6. 49 Soo'55'27"W- - - -24000' -+ - - . 7 2 a1 "y, �w 1 12+00 �sTl ��, 6g SS 34 N Ss q A jl FL tc co R W 1 I ' / 34 Cl co 50 I �' o 5' Q o L G'9 �Bp 30' 1 30' -- --_m �_ 37 i 36 v� 35 �Q + i \ \ ESMERELDA AVENUE SEE SHEET 6 J N1 -j" /I a UNIT PETERBORO AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 350 z 346 APPROXIMATE FINISHED l s GRADE ® CL 1 344-,,-- 350 ------ ---------------------- ILi z 1 J 342 IQ 1 4 Q Zlo l+ 340 rQ o ml a 348 338 APPROXIMATE FINISHED GRADE ® CL PROPOSED 1 348 cr ® 336 I INV. 335.07 1 �co0w --- __ 1 334 cc Lu 332 ® a O� --------- � 346 330 _ - ----------------- ; cf) 346 (L 328 z J °°° W U��aO cWn oorno Q� 326 Z ln�"�rOiNT Lu — ar c of rn0zz W w W <»-> 344w N V)zzz of;o 322 r 0 344 11+00 12+00 U) io 0 aIo z:ru-> Q 342 o rW O'+ 01 L� 0 342 3. Li Q m.� L_ A to m Z 340 o a W0 340 L_ J � �- INVERT 6" SEWER w 338 w o Z d N Q 338 Z �e O 336 Z3 oz O 00o o ON 336 Q w �+� O M =anon Z <n � 01-t 334 Of- o NZ o Z 334 W Li w W �» > 332 N N- U) V)Z Z Z 332 INSTALL 68.18 LF OF 6" SEWER ® -1.00% 330 10+00 11+00 12+00 330 SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. MARDAL AVENUE J 1\11 T J J ��11 r /i SEE SHEET 7 I I I - - - - 20' 20' I 2 I 1 30' 4 30' 0 1 c_> c a 2 6 I A/ 5' ), 1 c I car, 2 53 S' I I /24 - Ln a w ," I + I 1 WIZ 52 (10\ Q \ R/W00 INTERSECTION I STA. 10+00.00 C.L., BEEVES ST.= I I , - F�--�� - - -- 0 1 \ STA. 12+40.00 C.L., MARDAL AVE. � � � � GAO r 500'45'42"W - - - - 1 + i -_ 1+00 + _ 1 1 240.00' S00'45A442"W FL o � 1 S 8" SEWER 240.00' SEWER MANHOLE NO. 14 _ _ CN STA. 9+95.00, C.L. 5.00RT.= 1 STA. 9+95.00, SEWER w 1 2 3 i R/W N I- 1 51 W ' co 22 - co I �w�z I 3 -r 27 Ir co F I I 'moo �m o I _ �5' 50 0- T__ 1 Q o of rn o--- �w U) N 1 0+ Z J W I I o I m J Ucn I I -- -- - — — 4 Z Q 2 8 = o o I 20' 1 20' 21 v' az � n '{-"f30' 30= ++ MARDAL AVENUE w N ESMERELDA AVENUE wi SEE SHEETS 7 & 9 SEE SHEET 6 vc i c~i) \ IT - BEEVES STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 348 z 346 APPROXIMATE FINISHED l s GRADE ® CL 1 344-,,-- ----------- ------ ---------------------- ILi z 1 J 342 IQ 1 4 Q Zlo l+ 340 rQ o ml a w 338 PROPOSED 1 24 DRAIN cr ® 336 I INV. 335.07 1 �co0w 1 1 334 cc Lu 332 ® a O� --------- � INVERT 8" SEWER 330 o cjc cf) o "'- w z (L 328 z J °°° W U��aO cWn oorno Q� 326 Z ln�"�rOiNT Lu X ar c of rn0zz W 324 W <»-> N V)zzz INSTALL 240.00 LF OF 8" SEWER ® 0.78% 322 r 10+00 11+00 12+00 III il�ll C) z Co u') [n Go UNCI 67OCN00 OCN0 M MMMn r) + M M N Z Z Z 348 346 344 342 340 338 336 334 332 330 328 326 324 322 L_ > _, z 4 J m CL w - 4 4 - cc z a w LLI cr ® Q �co0w Z' cc Lu o =� ® a O� = FO L� cjc cf) ~W (L i cWn > w F_ Lu X ar c W wLuW Ln r Z P LTJ L� W 3. L_ A i Z x �,/ N c_ W0 I L_ J � �- L L z 4 J CL w 4 cc z a w LLI cr ® Q �co0w cc Lu ® a O� = W cjc cf) ~W (L i cWn > Lu X ar c W wLuW Ln r Z P LTJ U W 3. LLT A i Z x �,/ N W0 I 1 4 J � �- U 0 _-46 - Lid LJ =J J 1\11 IT ui MARDAL AVENUE o 25 ESMERELDA AVENUE W SEE SHEET57 i Z w SEE SHEET 6 30, -- `3 -- - o ori' La I 17 f }- 1 I it O U b(6 � W 10 z � 34 LL, ++ ' `� + N� I 100 -- O 1 r---- 3: pNn Q I m •� Z QQ O 1 j ui w�< �Q �cn� 16 cLd n wo �� R/W� / I mz 00 \ --- FL �w ' U I 1 Ln o ,o) I SOO'55'27"W 11+00 (�' 240.00' 12+00 - - - - -_ -_ - -- - -I - _ _ CATCH BASIN NO. 2 00'55'27"W o - -- p I SEE SHEET 6 15 18" DRAIN 18" DRAIN 240.00' 1 SEE SHEET 7 1 (� M I FL 12 STORM DRAIN M.H. NO. 1 END OF 18" PIPES cwn !� I STA. 12+45.00, C.L. 5.00RT.= I SEE SHEET 7 R/W C) K) Q I STA. 12+45.00, DRAIN CATCH BASIN NO 9 � I 44 INTERSECTION STA. 10+00.00 C.L., ANTIOCH LN.= STA. 17+15.70 C.L., MARDAL AVE. STORM DRAIN M.H. NO. 8 STA. 10+05.00, C.L. 5.00RT.= STA. 10+05.00, C.L. DRAIN 43 I o c� W SEE SHEET 7 35 00 , ao ~' 14 , �j 42 I 00. N �----- -- -� -- --�I 2045' + 00' (MARDAL I 1 2 i 36 r__- 30' 30 AVENUE SEE SHEETS 7 & 9 J1\1 J r 358 356 ESMERELDA AVENUE SEE SHEET 6 JNJr 4 ANTIOCH LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 240.00 LF OF 18" RGJ-RCP @ 0.26% � OX MATE FINISHED �p!!t GRADE 0 CL - _ 6 344 - �---�---------- -- � 342 • 340 ~- o- w 338 w (D co 336M O> az 334 332 10+00 4x01,113, ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN U JUNCTION BOX SMH SEWER MANHOLE 354 SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY coo MANHOLE Q 1 o ON �O TYPE "A" PER C.O.B. STD. D-14. +Jco OO+MM� w O8 U O (/'1 ui "'_ Z; �ZzO 0 ^o Q r�cot lnw IW N 352 Z z m i± z ooZ �,? o 342APPROXIMATE =D 2 (.) 00 H 2 (J o0 > Z 340 >. �;N 1 Q �J c� Q 350 338 Zaoow n zo­iM 7c Ln <. Q IW m 336 J' �c, c6ton � 334 SECTION A 348 R' SCALE 1"=50' HORIZ. 5 ��OK 1(o< ��oz m, OQ» �F_ 1W U �i (~n U)Zz m m=Z c-0 c4 346 � PPR ( A I � OX MATE FINISHED �p!!t GRADE 0 CL - _ 6 344 - �---�---------- -- � 342 • 340 ~- o- w 338 w (D co 336M O> az 334 332 10+00 4x01,113, 1, INVERT 18" DRAIN --IT- Rev 358 356 354 352 350 348 346 344 342 340 C `-INVERT 18" DRAIN 338 M SEE SHEET 6 aLu o c' >336 [if - 334 11+00 12+00 13+00 332 6 T.O.M. ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE 1, INVERT 18" DRAIN --IT- Rev 358 356 354 352 350 348 346 344 342 340 C `-INVERT 18" DRAIN 338 M SEE SHEET 6 aLu o c' >336 [if - 334 11+00 12+00 13+00 332 6 T.O.M. 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. © FURNISH & INSTALL SEWER CLEANOUT 352 PER C.O.B. STD. SW -6. (V O ow '- o� II -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D-18. T FURNISH & INSTALL CATCH BASIN 348 TYPE "A" PER C.O.B. STD. D-14. J IN IT COMMONWEALTH N o0N J !�11 r J COMMON J 1\11 r J 1\1 1 r J WEALTH o• -`r MARDAL AVENUE AVENUE MARDAL AVENUE SEE SHEET 8 0 0N' SEE SHEET 7 I 1 N NM j SEE SHEET 8 1 20' 20' 15 J z -'>W -' 48 1 I I 20' ' 2p' I I I SEESHEET7 30' 30' w 1 23 5' a^ -N L w s -� o- -�- -- -- ---) w 1 6 2 8 30, 1 30 13 3 6 � 5' I Ul I _ Q W Q O I -- J--- '_`� 1 Lo I 1b d m ��o Z 0 I o 5' I --- 0 -- -- w w 1 8 16 W " r -- ' wl p 0 oQcn m ± 47 I yo N -- -- --� 5' I a o I - n M Q Qm f Q 1 I i z o o o° r --- O Q U �W 22 �I Z1. w ; �-Ow z w Z 29 12 0 + 1 35 I� 1 -- 1 p mN (�(nZo O (n pQ0 t7 m I(n M Lo W _ W 19 STORM DRAIN M.H. NO. 11 cn o R/W J i / (n I o n STORM DRAIN M.H. NO. 15 I co Ld w z R/W I zn r7 END OF 18" PIPE STA. 9+95.00, C.L. S.00LT.= I � N Z / Q' END OF 18" PIPE STA. 9+95.00, C.L. SAOLT.= "W 18" DRAINL 't - - _ o o I STA. 12+60.42, C.L. 15.00LT.= STA. 9+95.00, DRAIN I � I � z STA. 12+60.42, C.L. 16.00LT.= STA. 9+95.00, DRAIN d- � - - - - � _ _ S89'04'33"E 15.42 _ M - - - - 1 STA. 12+63.94, DRAIN _ _ _ _ o �L / I Z STA. 12+63.38, DRAIN I co S00'55'2_7"W D' No --24" DRAIN 203.25' I CATCH BASIN N0. 8 INTERSECTION ,00000 �o - - D STA. 12+60.00, C.L. 16.0oLT. STA. 10+00.00 C.L., CARIBOU LN.= 1 __ S00'55'2D7"W 18" DRAIN 1 D cj '' -- 258.00' CATCH BASIN N0. 10 S00'55'27"W11+00 1 240.00' 1 , NORMAL F.L. ELEV.= 342.73 ® P.O.V.C. STA. 22+15.01 C.L., -- - - _ _ _+- _ __ I STA. 12+60.00, C.L. 15.00LT. o +�'l' DEPRESSED F.L. ELEV.=342.56 S00'55'27"W 1 +Qi 21 1 �n N o 1-5 , COMMONWEALTH AVE. I 1 ? b 240.00' 2+ i0 1 NORMAL F.L. ELEV.= 343.38 @ P.O.V.C. STORM DRAIN M.N. NO. 7 8 1 I _ 5'- I 1 1n N o DEPRESSED F.L. ELEV.=343.21 - - _ STA. 12+45.00, C.L. 5.00LT.= 30 1 - -- -_ STORM DRAIN M.H. NO. 9 z STA. 12+45.00, DRAIN I --- t FL t- _ \ \ w w STA. 12+45.00, C.L. 5.00LT.= O I w L ' - - - a -- -- -- I -- -- �; cn R/W o �- �- -} -� 1, �' I I STA12+45.00, DRAIN 1 0 Q I STORM DRAIN M.H. NO. 16 / CATCH BASIN N0. 15 j R/W (w _ _ _ _ m I oo SEE SHEET 8 T SEE SHEET 8 o ERSECTION 20 1 II 17 II ' 46 II Lv 9 31 18" DRAIN jc �L�IA °O 00 . 12+40.00 C.L., CARIBOU LN.= z> w I w STA. 22+15.70 C.L., MARDAL AVE. 5' I o o Q w I z M w I SEE SHEET 8 Q Q J' I x' ') I 11 21 ' o_Q- o J--- -- -- 00 �Q I -- __ -- -- , __ -- -- 34 I y - 5' ' -- ---� y �� J 18 Mvo 'f 4 ��� 211 tP6 20' 1 v'---- 20' 20'5I -- 30'30' 10 3 2 I 5'S, ; 10 3 3 '��30, I 30' 2 2 COMMONWEALTH 3 Q � � "" MARDAL AVENUE -1 AVENUE o 0 z o++ oz 00 COMMONWEALTH ,. Oo0 00 o� SEE SHEETS 7 & 9 MARDAL AVENUE SEE SHEETS 8 & 9 _ AVENUE SEE SHEETS 7 & 9 W o� �� UNIT r W o � N N �±± J\J1 r J ��\J1 r � SEE SHEETS 8& 9 - r) z J J 1\11 r 3 z QQ aQ c� ((n V) c� ccn w LADOGA LANE CARIBOU LANE _ SCALE: 1" = 50' HORIZONTAL SCALE: 1 " = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL, W 356 INSTALL 46.75 LF OF INSTALL 18.94 LF OF 356 358 INSTALL 18.38 LF OF 358 24" RGJ-RCP 0 0.15%18" RGJ-RCP 0 0.74% 18" RGJ-RCP ® 0.22% INSTALL 203.25 LF OF 24" RGJ-RCP ®0.15% INSTALL 250.00 LF OF 18" RGJ-RCP ®0.25% 354 354 356 356 352 o Lq o 0 o M o 352 354 a 354 Z�WZ OU')_ �Z IJ O�(n 00 CO II �N W rn0 O r7 O d z = 1 c3 z 3: > - Ln � 0 0 0- II rn (n 350 -1"Fa = oo� r �� o � II Ciw �m 350 352 o z wl z ��z II vw SUN" �U10-" Q100 SUNa000 Z (j >:>: W UO Zq}'� Q J00: Z ��jw _j� 352 OWN Z_ I"d�r7 z1O(o po �OCD,,,7 p7(O z OWO--� FL NN CC J U�00 Z JO W 0117 348 QOM Q �--,YMjl�st + ZOM(000 Q O a_W D_ t" =J.-� =. :U � O� V) Owa- � N� Ir X� Mn 01t Qui 4wiao m 0�® do 348 350 cow J >� 0 U. .00 ern o +►-nn m of ff-)MM (D L, oo D �.�� wl x1c) Q ooMo m 6cd -jJo � 0M 350 +� O� 1� (n Z Z (O �OOZ Mr-OZZ Q p":D U N-'r(n L -NO Or7� OHO W fid' r+) _ + OOW 346 oQ �1� ��ozzz Q -� � o �0 346 348 m�1�M zo ��`" 'QI oNOM NQ�V) u- od>; »> o �M + z w o'-0 348 c~i� v~i?? v~i V)--- 1 0�»» �' �o"'w z �� +-, m�� �o- �nof �A cn(nzzzz cam, (nz o w tn? g °'oz �I �� Q O Q» HO w Z Q- 344 �0l1+ APPROXIMATE FINISHED `�?To o _1 ; z�F (n cnZz c� cnz o w (~i)? X25 �(y6 1 GRADE @ CL--- 344 346 �V,zz c,� olcn <i 346 -------- ------- ----- - i APPROXIMATE FINISHED -� -- - --- -1 �0� GRADE ® CL 342 �I 342 344 �� ----- - 344 I� z 3 ; -! -------- -------- wi , 340 i ; 340 342 I 342 1 �W QO 1 0 1 mz < 338 1 l> 338 340 - - - - Q 1 INVERT 18" DRAIN ;---- 340 336 -- 336 338 338 INVERT 18" DRAIN PROPOSED 8" SEWER 334 INVERT 24" DRAIN CONSTRUCT PIPE 334 336 PROPOSED 8" SEWER INV. 335.36 336 INV. 335.14 SADDLE PER C.O.B. PROPOSED 332 PROPOSED CONSTRUCT PIPE STD. DETAIL D-9 8" SEWER 8" SEWER SADDLE PER C.O.B. INV. 333.01 332 334 334 INV. 332.79 STD. DETAIL D-9 330 10+00 11+00 12+00 13+00 332 332 10+00 11+00 12+00 13+00 332 SECTION DESIGNATION: SECTION LETTER -- -- A 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 358 358 356 INSTALL 15.42 1_F OF 356 18" RGJ-RCP @ -1.49% 354 354 352 N c? N o0M O o 352 (V O ow '- o� II 350 N- Nn> O (r)3:Ze O II JJ. ' N 350 _��o J W U Z C3 LU Ld U�NM W O) Z �-(D I'7 to W J to (O r'7 348 CL (n �^ Q r LL Z 1 "'M JD 348 m Q �n�n 00 �r"� �liw o �MrM +Jco OO+MM� w O8 U O (/'1 346 �ZzO 0 ^o Q r�cot 346 o a� U QOa O a»> �Ow� � w (f)Z,C4 (nZ0 U)(nZZZ 344 344 342APPROXIMATE ?s 342 FINISHED i w �o� 340 GRADE PIPE Q 340 1 Q �J c� 338 1 IQ 338 J 336 336 334 334 SECTION A SCALE 1"=50' HORIZ. 5 5' VERT. I � 2221 0 120 0 I I o ain r n I cri o I I + I + ��R/W Q � F- FL II Q > J r 15 Q 16 mW F ®� II II II rn Q HALLET LANE U)Q o�M o EXETER STREET J 4 �� _ O�� �_ JO ® N N� I I o 0 o SEE SHEET 4 O wm 20' 20' I 19 18 o I 17 I �M> NZ Z �Z N o T �M" �� PETERBORO AVENUE J��1 J r J UU �' I 0 I o °�' Z �> J Jm -'� o O Jz I 20' I. 20 i NQ on> rn F cnw i z a I ci w = 14 J I o 13 112 o z I 30' 30' Nz "' NM> I 1 O I �F- SEE SHEET 4 I UD U� J J J r7 g I W d w w I o I o o= vo O jw o o ' J I I J a,o M I M I L z LriwJ 1 m ri a a a; W C o z � w I 1 0 0 0 0 0 _ u, 30' 30' O o I °' rn a M i M ui uj z a- -� 8 1 7 I o 6 1 5 o I 4 I J J Q c� rn N .rites Coao rn l I �� I o 0 0 3 o I I 2 I 1 / i Iw r) C) I coiW rnN z MM z �� Q3 IQ_ �r 1 M 1 0� a I o o cUi / 6u Q�M z Ow I ai of I 20' 20'++ co o ao a000 + u �n M I I p aoo r c:, m rn rn m coo Q Ornrn - r L c� I M I rn a I o a� io N o + w I co co o I rn I rn I a coafo co 1 0 1p I_oo �F m 1 L - Lc M I M M o I 30' 30' O / 5 v N w m rn _+ N ++ o ++ m ++ o� I� wo ri «i I ry v co o � + I + I U �-'cn L� �� �� o ++ _ p rn ++ _ + r- I I I I I co U — f- Lo + I a I rn r` r` _ N r o 00 o M a �w OrT QI + I + I + g�� °O ao wrr`w�QN� o n co r I I wMO ". r, oI F -F- I I Q U ami I o o Qd I n I o o M o �� w I + I n r7 ++ I I ¢ Qa I cn a �a c + I + I + I + I o ^ m N o a' d o "'1 cncn Q n IoW z F -F- �-� co O a¢ w o as U Q�a - I co + II z O Q cn cntn I F- I I I o� o + I + w C-4 voi a c cn z o w cncn j z F- F- F- o w v ¢ I I o ~ + m N Q Q In Cn (n _Z O N I + cf) to H Q W N(n (nZ0 N I N I Z ^ N rv-i Q V / i \ "' n R/W ~cf) n I Q `n ; J 2 N- Q Q N c., I O M v I! -- — / N FYr - Q Q Q �� �I c Q - - m \ n -R/W i a F- FL r u') of ��co - __ - - / Col " S89 04 33 E 11+00 18" DRAIN ;n_ - w �z - FL - - - - - - - - �' \ - - 231.95' 12+00 13+00 O O _ _ FL - Q / 7 4 , S89'04'33"E 4+00 S89'04' "E 16 00� N ro —� S89'04'33"E 25 Ld > J Q �U �I (D m 0 Lo w I o M II 6 I 1 a N co co 00 p M ^ow I N I 5. 26 `r' + oJWO, 1 + y I w U (n 20' 20' - - - - 0'�i 30' �73 o - - ¢ � Q oo Q 27 28 Cn BEEVES STREET o 0 SEE SHEET 4 w �� 3 dd (n U)� 358 356 354 352 W 350 �, 348 w mLij l 346 344 342 340 338 336 334 332 330 0 Z 328 0 a 326 ��I iLi 324 322 10+OC - -� — - - -- - - I - - - _ 244.42 --- -W + _ 225.58 17+0 o o i �� -225.58' - - -- - _ 20+00 0,`6; S - - JEWER I S89'04'33"E 19+00 1 S -I S89'04'33"E- 18+00 N M c'' S ' 8" SEWER 360.00' S S S - - I- - -- - - F _ _ 21+00 529.42' 2 2+00 FL S89'04'33"E 18" DRAIN- -�- - - - �— -_--_ _ - _ — S89'04'33"E 2=+`-'0 215.00' 24+00 8" So 360.00' S -1 - N42'09'52"W 21.11' in N O S89'04'33"E _ S - - F -- - - - --- --I - _ 1 1 ✓ M 8" SEWER c b 360.00' S89'0 4'33"E S S S 6• \ r'' `L�`x °F' _ _ M 6" SEWER 256.36' t --- _ Qf o �: R/W ,_ \ I Of [if z - - - - - - - - - - - - _ _ _ FL ------ - -_ --- - i-- - _ �ry SF 6> N i N I rn II 00 o 0 o R W N I i rni of II N I _ o o II o o / rr \ f L N F- I II o O O O o f F-- l_ N N W Ln 00 N I rn a� W O O o C� LYEL N I N I I O I > ;n � � N I N I N > I N I rn rn rn o o II 0 CD o 0 0 o II II - co _N N o ^ Q o I I I Q tY N I N I N I rn rn rn o 0 0 o I co o co r; I 1 o I N I N I N I ~ o c� rn ^ I of cn u i u i u7 w e° Q z l v0) oi I oci M ^� Q� rn O ^ r, I I I I N I c 4 I N I c� I aj I 3' o s: 3 C + fl o O °p -' ri I o cn ui ^ r r; i r I o I I o O �- N + N + + +z-Iwl o I I I o w w(6 M M M oo r t, I ( I �o No w .o M N + _ 00 Ww I O ?� ry I cfl �p �� M r� M r; r' �� ui� "i cv O I I I v to w U + + I J co co w w w ;n w O� Q I Q I I c'' I 5' I + I � w z w^ I I �+ I I I I r zo c" N n + rb M O 3 rn 0 Q6 o O 3 3 0l 3 I _ _ WO I co W F-- CJ (n + + F �~ Q Q ww Io f�� j r I + + + ILZJ w + _ ao r, �> �w w w JWI Q n= cn z I I I o + + + 0 3 ~ n a z ori ori Q W Q 20' 20' I I I ¢ Q cn x o 1 o9 I rn rn o J v m c a I I I (3 cn t v cn c I voi vwi O Q I IO cvO jcn ao \ O � 29 30 I 31 132 33-1,36Q I I N I cn I OO I N N I N c� rv» Z) z W -- O Z Q coOOI34 v� I 30' X30' I 35 ~ I aoao 00000 18" DRAIN cn < v, z ri ori Q Q Q o o I I rh M z ao ao c. w ++ J --I Q N N L7 i� ~ F- Q = Q G I I I =__ 5' C Ci cU t z r` r\ ~ v~i Q Cmo a`no v~i v F Q J' �- Q w m ao Q O Z L� 37 38 I� ++ 39 I 40 141 I co 42 143 � 44 z < Q Q sZ 00� ��I W �� o Mo ANTIOCH LANE -- - O �o 45 I� o0 46 47 148 I 49 150 151 �� ;� �� z —co 20 J rno w SEE SHEET 5 0 �0 3 ac �"" NN Tof NN ++ 30' �� cn (n U) w �� moo cwn cm u) 3- QQ 3 dd "3 ad � -4- 1-t I = w + + + + J\J J /� w F- H W I- h- W 1- F_ W FIRE ISLAND DRIVE of d' N W O (n N (n (n (n (n N (n N r r z f NUN SEE SHEET 13 FLj z QQ - com 1 J��J IT Q rn to INSTALL 21.11 LF OF 18" RGJ-RCP ® -0.19% ESMERELDA AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 225.58 LF OF 18" RGJ-RCP @ 0.30% INSTALL 38.98 LF OF 18" RGJ-RCP ® 0.21% H M O w d NO F- H®r O W 00� JarZ J00Lu Jco Z �>wCD - N� N NM> U -co Ld W �U�Z d U� Z U Jw Li dao p II W W ��M m Co a MO m �oWL ZI U Z •>k, = ZMa�M �I Z��� _ �� Q �� J t1 � Z_ J J Q 00'"') M O M M �_ M m W L, W a1� a)WW = +F—M F- �nOM L� n� U �J(n Ld eOcDM m C6 to M�az w m -O? o o a �<mw U �JN z OQjj WI O<» z �> U F -Ow = p.—O F— 4Qw Q j� jZz c t cn u') w cnZ (n z0 of Icy GRADEAPPROMATE FINISHED c� z F -z F -ow C -- -- - -- ------------------------------------------ 0 CL ------------------ w<n_ c�cnzo ��q3 ---------------------- - -------------------- ------- - - - - -- -- w I o �� INVERT 18" DRAIN INVERT 18" DRAIN-9�-INVERT 18" DRAIN i . .... . . .... �-INVERT 8" SEWER �--INVERT 8" SEWER 1 INVERT 8" SEWER LIJ Ld > J Q �U O o' r� tY�P m a W W O,t) coo" a X4.0 F-- Q c� Tp� z�F- ----------------- -� -�. � L- WVERT 6" SEWER O Z o fn O O O 00 CD Q ��� ��� � QW Ute_ z-.00 O�0w Z J�LJ o _j -m W000d-co uiC) � W0Oi0 W0cli -j 0� OM�o Z0,tLoN OOtn� O.p�M OJ OO�N Orn Z�M�� Z�-jM� =�rcOj� =r`?Mc0 +F -MM Q� MM QNMM QODMm Q TMr6") o� M +F -MM � +F -M g +�M +�M M �OZZ W �OZZ Lmv'r0— wNOZ W NOZ W ♦—» W F—» ~zZZ Wla-»> wF-» ��ZZ to -ZZ cn--- U) Ln mV)zz INSTALL 360.00 LF OF 8" SEWER ® 0.35% INSTALL 256.36 LF OF 6" SEWER ® 1.00% INSTALL 360.00 LF OF 8" SEWER ®0.35% INSTALL 360.00 LF OF 8" SEWER ®0.35% LEGEND: 11+00 ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE 12+00 13+00 14+00 15+00 T.0TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® FURNISH & INSTALL SEWER MANHOLE A TYPE "A" PER C.O.B. STD. SW -4. _ Q FURNISH & INSTALL SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. mr FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 17+00 18+00 19+00 20+00 21+00 22+00 23+00 358 356 354 W 352 Q! II 350 (n wl � 348 .----------- 346 INVERT 6 SEWER 0 0 0 LOW U oc N ooa; cd M Co M M0 NO FQ > INSTALL 67.70 L 6" SEWER 24+00 344 342 340 338 336 334 332 Z 330 00 r � R�� 328 M +z z: 326 ,ZZZ 324 322 LEGEND: 11+00 ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE 12+00 13+00 14+00 15+00 T.0TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® FURNISH & INSTALL SEWER MANHOLE A TYPE "A" PER C.O.B. STD. SW -4. _ Q FURNISH & INSTALL SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. mr FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 17+00 18+00 19+00 20+00 21+00 22+00 23+00 358 356 354 W 352 Q! II 350 (n wl � 348 .----------- 346 INVERT 6 SEWER 0 0 0 LOW U oc N ooa; cd M Co M M0 NO FQ > INSTALL 67.70 L 6" SEWER 24+00 344 342 340 338 336 334 332 Z 330 00 r � R�� 328 M +z z: 326 ,ZZZ 324 322 12+00 13+00 14+00 15+00 T.0TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® FURNISH & INSTALL SEWER MANHOLE A TYPE "A" PER C.O.B. STD. SW -4. _ Q FURNISH & INSTALL SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. mr FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 17+00 18+00 19+00 20+00 21+00 22+00 23+00 358 356 354 W 352 Q! II 350 (n wl � 348 .----------- 346 INVERT 6 SEWER 0 0 0 LOW U oc N ooa; cd M Co M M0 NO FQ > INSTALL 67.70 L 6" SEWER 24+00 344 342 340 338 336 334 332 Z 330 00 r � R�� 328 M +z z: 326 ,ZZZ 324 322 17+00 18+00 19+00 20+00 21+00 22+00 23+00 358 356 354 W 352 Q! II 350 (n wl � 348 .----------- 346 INVERT 6 SEWER 0 0 0 LOW U oc N ooa; cd M Co M M0 NO FQ > INSTALL 67.70 L 6" SEWER 24+00 344 342 340 338 336 334 332 Z 330 00 r � R�� 328 M +z z: 326 ,ZZZ 324 322 u LLi II a N - _ Ln r) O O O ¢ W II O C)" o� Z Of W BEEVES STREET v J\J J J J p^ r2 N r) z ¢w 11 J JJ J r J o � II w ¢ �m SEE SHEET 4 r\ o ao o AN HOCH LANE oN� II � �- w -'� o 0 o SEE SHEET 5 �i �"'M J --- -- I 5Z' I I w o z cit?w 5 N i yip U - I 20' X20' , ocriz o N O NJ II o �' �wJ �� 1 ' 30' 30' I o 3 4 J 5 6 7 J °° I g Z �Q rn 9 10 Z JZ I 20' 20' I Jz M> 0) 0 p (- c0 Q c0 L� to Z N Z p JO J `� J Q,- , I O J II J P'-) F- ` _ I Q O O O J Z > ~ ~ O �Z I _ _ m .- � -- rn 0 0 0 I o I o = o n c� _yip 30' , 30' cep ci w J I I ( r I o r -CD oo � I � "i Z oo rn o0 5' wow - �w 12 ,13 o J 14 15 J 16 17 ( Z Z I Z rn _� Z J o 0 0 J J ~22 68 I w I + +WW w o T� of -- rn rn I o I z Q r71 0 o rn I Q c'Jw o U o-'cn zo 00 0+ w �o I "' z z �� I I ° ter` d (o < u- rn I I o I o I o I Clc o o cep ,rn I 21 i Ncn +_+ p ++ _ U o o-) 5'-- I � I o 18 19 2 0= f J - O Q ��w Bio •- m V) ++ r7 I I I I Q + ¢ oo - p I ani oM , 0; z g o T I �n o o z ai m J r7 I I I O Q ¢ F- F- a0 N m p + + o p + + a0 + �. 2 + (n of - - N W 0 U Q O` p ;'') W ?, I <r in 6� N N I Q_ I_ Ln,n � Li W+ r� z Z ^ r .- F- O N o I w n rn rn ¢ ,n � X'*� ao ' I I I 0 o Lcs I rn o cn w Z W n p I w U cn o o v� Q o o + L = z o 0 O w_ o F- �- H- z< z I w rn Ln `� '"� <r �' ,n,n cri I rn J rn c f rn w cn cn z p o cn cn O N -¢ Q + I + I I I o= w o N' O r- ¢ W I C0 I � I I 0 I I ,� ¢ cn I - N W w o 0 o I P o w z 2 i- 100 N + , I � I Q I I + 1n coo + + I N I r- I N N = W z W p cV Lv N u i - - - cn c� cn cn I I _ _ + Of r7 Lr u > Lt7 N N u'. �n J + -- N I cn o ad n I co O dQ p Qd d a I I I¢w 6 R W �+ c Q Q Q W_ w n cn cn J cn cn cn ! 00! Z_ w cn N c� cn z Q J l cO 1 0O I 6' I I CD I N I N I Q cn I o o n I + W` 0 C. v p - r F- ° F- F- w z r- r- O w cn + + + I ¢ N STORM DRAIN M.H. N0. 5 cn Q� / �N aoN R/W Q Q + ¢� ¢ Q 0 w W V) V) , STA. 9+94.99, C.L. 5.00LT.= o8 - - _ / L \ / / N STA. 9+94.99, DRAIN o I p Q Q dLLI ' Sarno FL o -- -- -- - - -- -- -- _ " cn %R W Cn r� c� vwi ? END OF 18" PIPE 67 I C14 V) �I _ FL ID z - - - L _ L _ _ _ _ _ _ c" _ I , FL STA. 9+79.60, C.L. 6.22RT.= 11+00 I S89'04_33"E -- -- STA. 9+75.95, DRAIN _ _ p 12+00 p 13+00 24" DRq�N - 14+00 0 498.97' 15+ 18" DRAIN - _ - --S89'04'33"E + -- - - - 6 - -- 16+0 S89'04'33"E 180.00' 1'+00 1n- o S 240.00'F- - - - - - S89'04'33"E - -- - --- I ' - - - D o „S S - -305.70' - - S89 -04'33"E- - - 170.00'--1 _ _ - 18+00 S89'04'33"E 19+00 20+00 `�' �' 21+00 �- - -I - 500_._00_' _ + 0 S89'0_4'33"E 2 i 0_ 470.00' S89'04'33"E 8 SEWER 240.00' S89'04'33"E S Slm� S - -- - _ ---_ CL CATCH BASIN N0. 5 I N00'D36A10"E 25.41' I .n b 8" SEWER 360.00' 89'04'33"E 8" SEWER 360.00 S S S89'04' 33"E J�b� 8" SEWER 360.00' STA. 9+80.02, C.L. 6.22RT. - YS8.9'14'33"E 360.00' _ _ FL NORMAL F.L. ELEV.=342.96 @ P.O.V.C. I DEPRESSED F.L. ELEV.=342.79 � - - _ _ 6 6 18" DRAIN 31 .w `` - F - - - - - - - - - - - - - - - - - - - _ - _-- - FL- - - - _ \ I ---- 6" SEWER R W ~ z r \ FL CD S54'49'42"W 19.04' I N F- o 0 0 0 0 0 ¢ N o ' F -- � W t- n rn rn II 0 o O O in TF- ~ - -cno o 0 0 o O CD o' CD cn o I N I N rn a rn ,n 0 0 0 0 0 o O R/W/R/W ,INTERSECTION:Q� _ 0 0oN o I N I N I N 4_ CDI N I N - o II II o; o O 0 0 00 0 Q 3 II L O 07 O� rM 0-) I I O d' I O W N I N I C`J W N rn rn rn rn O (-. 0" r_ O OI O N N t} I I I - N (n >Z >Z I I N I N O (� W O STA. 10+00.00 C.L., MARDAL AVE.= I cn I o II N rn o rn rn QJ I I J I N I N I N I N rn 0 IN >z m N ^ N� o rn II G c ¢ I I II I N I N J c� O STA. 14+80.00 C.L., PACKWOOD DR. I I m r7> I rn 'nom I "� co o J o = o °' I a' I I o I oS I -Go I� Q W N r o Q0 w I Ico I I oo I I ¢¢ u> ~ J c�Lc) C° co co co I I a Q o rn h N 5 to w J z U? W N I ± I v z v uJ + + + + I , I � o + mo o I + I + �� I Ln I o Ln Lci C) ii co 0 0 _ '-, j o _z SEWER MANHOLE N0. 13 I a U W I `� I r? r <r + I I I I "'n I 1' I a0 I '� I �� cn J z Jw STA. 10+05.01, C.L. 5.00RT.= 20' 20' a o+ I cower + I d I - -I I I �J fCo- Lriw I I r' az o� oo I w + + + + I I ¢¢ _ v W cion 54 53 n �¢ I I I 1 a'Z Jw I oN ov I c� - r� 5' �U j N O o0 STA. 10+05.01, SEWER 6 5 I 30' 30' 17- ¢ °° `` ~ Q o 0 0 co 51 15 0~ I ¢ I Q I Q 20 20 ti Q z J 3 I 4 5 14 4 U �� m� p I52 �Z��I � - -- + _ +�N Q ¢ �� 49 48 N 147 30' 30' J� W �� 143 142 Q I Q I Q I Qw UN I Q I ++ J _ Uv n 41 40 ~ ' J - - ' I a I 20' 20' I vv Q Q NNI PACKWOODSHEET DRIVE o � oQLn rn NN o 0o O oo � o oo � 139 �o oo cn 38 ! 37 36 35 I 30' 30' to ao N ; � SEE SHEET 10 ¢ �K LADOGA LANE ^0 z U') LO r -o Q �w I I I I �t---� �� r,0 34 33 m NNI p Q U I¢ -Ow 3 QQ r U tn0 Q 00 U 'rib w ) SEE SHEET 5 w �� w -o ++ SEE SHEET 5 cn NN N V) (n J 1\ 1 r W �Zp �� J J r � ++ x ++ ++ rn m CARIBOU LANE w-� d Q w�N w�� W �o QQ J ��J 1 r � N± WF -H z QQ wF-� z QQ U)�� L_>1 NN SINN (- V) C/) �I- 46 V)co MARDAL AVENUE (STA. 10+00.00 C.L. TO STA. 23+00.00 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 19.04 LF OF INSTALL 46.74 LF OF INSTALL 38.98 LF OF 18" RGJ-RCP 0 -1.21% 24" RGJ-RCP 0 -0.15% INSTALL 498.97 LF OF 24" RGJ-RCP 0 -0.15% INSTALL 180.00 LF OF 18" RGJ-RCP 0 2.03% 18" RGJ-RCP 0 0.21% I 356 rn 354 o I 0 J o0 0 c N 0 o W I 352 CD N W li-) N A O O W O c N W O- 04 . - cri co > zn3Z z 3z° OLO3zLcx Oz'n�z N� o on>: z�'Z`� W cv J� Z J»W 2JOD�N =U OON =V 00 aDN SU�00 WU00 Z U�W J DDO NIO 350 n U� z UJO g U -N,� N�00 N��pr) �_ (n O �mo _ •YO f� N J _ OJ Li J CD W000 (n NwWL� ZOOMAL1') Z��Nrn �L000� Zr00 CSO Wr06 m WWW Zr-0000 H 'O ��,�� m 0-�am Q 00 LoM Q;:LQcd') Z r7CO K) J �� DDWco� pO�M� p +r`)M� 0 +rej,r'�j+' jM 0 �`I-M +k- U +wN 0 L' 348 W N 348 (, +Jm + 0 0mo OQNW mmzzo m --ZZo ~ ^__ W�0 ~ �JW.. p (¢� �r.7d oa oQ �'rzzzp odoz pao U doa o�>ow� V) 346 z~> HO w i -i-»> U)F_»> wcnz G:omz o cncnzzz �czzz oQ»zz �-F-» z(-> t- � 0 v~iv~izzzz cntnzZ wcnz c�tnzp � cntnzzcn SOA �0l� �0� �� �0� �0l� 6 �Ot� GRA 00, APPROXIMATE FINISHED ? �0 �0� I 344 �k� 3°�' ��� ------ --------- - - ---- ------------------ 2 ---------------s------------------ ------------------ --------------- ------ --------------------------- - r j or _--------------------------- �� 3 -------------- J >_16 I 342■N , Q�a, , z:1 340 338 _ =)"' r INVERT 18" DRAtN INVERT 18" DRAIN -- -- - - - - - - - - _ INR Rp1N 336 I 334 INVERT 24" DRAIN --� - _ - - _ - - _ - - INVERT 24" DRAM - - - - . `-INVERT 8" SEWER w 332 --INVERT 8 " SEWER Z 330 ,INVERT 8" SEWER J' JCjt4\11ERT 8" SEWER 328 "' o CD cn o z I c0 n U I r W -cn z F-� �cri3 �'n3Q wl ��3 IZ p 0_j02 w ,w z J�ZW ZI O JW Z O J w 1¢ O Z ._ <1 Z a0: __j Q I Z 326 p' ('co�ao wv,nooao Wv Sao J v�ao W O J- O U) J _p� J -LV = J -d- O 0000 N �OOp� DON�N U 0- m ' 0 Z�Op`�j0 324 Q, +n�M w W-zpz (� 3 ¢-- 322 NNzzz 320 10+00 LEGEND: Z Q�-n ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M. H. MANHOLE FL FLOWLINE Z Q�-n � M K) pl QO'�')rNM ~ Q+MM . Qf iQ �N��"�� Q J � +Hr7r7 Q - M +jr� - v m w-pzz �COozz of c� wF¢-- > uj ¢»> �Q>> FURNISH c� ,„cn z»zz U)zwtnzZ_ c„I zz INSTALL 240.00 LF OF 8" SEWER 0 0.35% INSTALL 360.00 LF OF 8" SEWER 0 0.35% INSTALL 360.00 LF OF 8" SEWER 0 0.35% INSTALL 360.00 LF OF 8" SEWER 0 0.35% 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+00 358 INSTALL 15.42 LF OF 18" RGJ-RCP 0 -1.17% 356 T.O TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS 356 FURNISH & INSTALL SEWER MANHOLE SON OOM TYPE "A" PER C.O.B. STD. SW -4. © FURNISH & INSTALL SEWER CLEANOUT 350 PER C.O.B. STD. SW -6. JII J z� -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN U 4 MANHOLE TYPE "B" PER C.O.B. STD. D-18. mr FURNISH & INSTALL CATCH BASIN - • ". TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNA110N: SECTION LETTER -- -- A 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SEE SHEET 9 FOR CONTINUATION 24+00 320 INSTALL 25.41 LF OF 358 18" RGJ-RCP 0 0.71% 354 c-- 358 I rn 18" DRAIN 356 N JOcy c �" -- F-- O SON OOM w 354 ocn co N c0 o� II Nr7> O'n 352 o� q NM> oz N" 350 moo O z JII J z� 348 ---- X00 346 --------------- Uww S 344 UW W W 0- U 4 342 d cz-n �lii� 340 w-1 a� l.� cd 338 - • ". (0 Z 336 INVERT 6" SEWER cp rn 348 LL +� _ CD=) U + u) p OJN 334 uJ + cn OJ(n Li +I --- C) =) 332 F- �¢w g 330 crz pz 3 Q �Q-ow o 328 �_W F -z 346 w cnz C� (nZp cn 326 EnZp W cnz Q CD 3 �0 324 OZZ CA 0 0 a 0 r Li »> zz_=INSTALL 250.68 LF OF P 1 322 6" SEWER 0 1.00% O L� I SEE SHEET 9 FOR CONTINUATION 24+00 320 INSTALL 25.41 LF OF 358 18" RGJ-RCP 0 0.71% 354 INVERT INVERT I rn 18" DRAIN 18" DRAIN N JOcy c �" -- F-- O SON OOM w 352 ocn co N c0 o� II Nr7> O'n c8) U) ^ o� q NM> oz N" i moo O z JII J z� Z2 3 p z JII J X00 W 350 (-% Uww S U� N °M z UW W W 0- U 4 > d cz-n �lii� r7N �� -- LQ w-1 a� l.� cd co��p co 00 ¢ (0 Z I CV r+') ¢ dOr70�M m a0 �LJip cp rn 348 LL +� _ CD=) U + u) p OJN +n -M = O � U uJ + cn OJ(n Li +I --- C) =) 0-0 F- �¢w g _ZOz F- -Qw 0-0 pz > " �Q-ow o »> iota z F -z 346 w cnz C� (nZp cn tnz-Z EnZp W cnz 344 342 r , 340 1� 338 INVERT INVERT I rn 18" DRAIN 18" DRAIN 336 J CD C7 w �I i 3 z Li 334 � � Q co O CO Q� o i I 332 a Z \ z O z co 330 O SECTION A SCALE 1"=50' HORIZ. 7 1"=5' VERT. 356 354 352 350 348 346 344 342 340 338 336 334 332 330 >_ I rn J IL J CD C7 Z i o o Q a co O i w L o i w -�j Q d \ z O z co o O Q > � �t zlt-) O C' LL_ I O o c f U LJ �~ADO O W U = � CO P, V rn Q CD 3 �0 ® Z CA 0 0 a 0 r Li -0 P 1 J_ li O L� Q QL� r a j V� a CC) -- cD W n co o co V_ w cs Q w L� L Q 1 - 6i��., tz LJ c') � J a _ W c� CJ N w Q >_ J IL J CD C7 Z i Q a Lu c) i w L o i w cr D z w N O Q > zlt-) C' cn � O X f U LJ �~ADO O Z = � w P, V rn Q CD 3 �0 ® Z CA 0 0 a 0 P 1 J_ li Q QL� r a j a CC) -- cD W ujV_ co co V_ cs U. L� L v LJ c') W Lc c� CJ N N J IL Z Q a Lu c) c o O = O w �cZCO z w N O Q > =Waw'^ cn � O X f wTQo �~ADO O Z = � w P, V rn Q CD 3 �0 ® Z CA 0 0 a 0 P 1 J_ li Q QL� r a j a -- -- cD W ujV_ co co V_ U. PACKWOOD DRIVE SEE SHEET 10 1 20' 1 20' 1 6 4 30' 30' I 1 I 63 I y I w SEWER MANHOLE NO. 20I o w STA. 10+05.00, C.L. 5.001 N N STA. 10+0500, SEWER - 00 INTERSECTION , STA. 10+00.00 C.L., COMMONWEALTH AVE.= I STA. 12+40.00 C.L., PACKWOOD DR. _ 62 I I I w �- 3 LEGEND: C) I I ± I N + I + I + r i r+) Q I � , w r- : cncn a ¢ Q d da S89'04:33"E + - - S 8" SEWERS S 3 11+00 S89'04'33"E - 11 +00 uj i — -I 1- / F= I iv °O o CD 0 61 00 I 1 r) 0 U) 04 , r; �nz I + + .- /` I Q , ¢ 31 130 C PACKWOOD DRIVE SEE SHEET 10 13+00 -- oN o R/WCD L o CJ CD O O io r) I I 0i 1- (0 ci + I + I CD I I o CD v I + + I 129 1 28 127 Q i 26 125 J 1v1 1 r 2 14+00 N I m CL. J 1\1 1 r N tfi 0 o o Z 1 1 SEE SHEET 5 5 1 I m 15 i 16 ~; � z Q J O 8 J 1 9 J 10 , 11 J I 0 J 0 12 1 13 0 14 CD - 3, RIGHT OF WAY (I I N I N I N I N Io ¢' Icy I I N , I N w C-) U) N I I Ic\j I �00 dao z J� J J C3w� I 0000 N Z �p d � OnNO0�N a 0j0 Z I J Z Cn ¢ m C) I I ± I N + I + I + r i r+) Q I � , w r- : cncn a ¢ Q d da S89'04:33"E + - - S 8" SEWERS S 3 11+00 S89'04'33"E - 11 +00 uj i — -I 1- / F= I iv °O o CD 0 61 00 I 1 r) 0 U) 04 , r; �nz I + + .- /` I Q , ¢ 31 130 C PACKWOOD DRIVE SEE SHEET 10 13+00 -- oN o R/WCD L o CJ CD O O io r) I I 0i 1- (0 ci + I + I CD I I o CD v I + + I 129 1 28 127 Q i 26 125 J 1v1 1 r 2 14+00 0 17 11 18 N I m CL. CENTERLINE Ln LADOGA LANE N tfi 0 o o Z I w SEE SHEET 5 5 1 I m 15 i 16 ~; � z Q cn Z I 20' 20' 30' 30' SDMH N I cliN m W Z W RIGHT OF WAY (I MANHOLE I�w FLOWLINE PER C.O.B. STD. D-14. Io ¢' Icy I r7 r7 + 348 _n 0 z U �U W , _ o L , O �00 dao z J� J J C3w� 352 c6 ¢ m N Z 00 d � OnNO0�N a 0j0 Z I J 346 Cn ¢ m 00 LL �� -'co � r- aM POcliMm Z Q � z cr � r) W NL.�W 350 O Q�> F- NcqO +W0 - J n +F- of +MME -r) W _ 0 I _� + S I 3I ¢OF S89'04'3 'E ��� O -0 of N - -0 a OO 348 WIN U dmo o w 545.01'- o N 15+00 o d� U mZ 0 17 11 18 OOfII Lu c� 0 CD -� Q o o CD c6 -O I = of o i o F- 0) I I z w O I Jx) z �J a O I CD I + co 0 2 (Un zQ O o 0 I , �O + + + Q I 1 Q oo, o¢ I fl I 23 Q X �� I I (n 122 M -„1 F- 241 21 1 � 20 119 F- 06 F- o v) N (n F- OO Woo � ++ W to O zQQ F- f - II N � �O ��n ~�� N oo�Z 1 N N STA. 17+30.59, C.L. 22.17RT. STORM DRAIN M.H. NO. 1 STA. 17+65.59, C.L. 22.17E COMMONWEALTH AVENUE (STA. 10+00.00 C.L. TO STA. 23+00.00 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 INSTALL 225.58 LF OF 24" RGJ-RCP ® -0.15% 354 70 352 ,:� W e e > OI �Cj "t cli NN W iU 350 0 o�� M Q I. w `N z of O ¢o"tn J ¢e O a 348 Y <I Z;� QI g O 02 EDD 0-¢ me 0�» JI F-® C 346 `� ,„U)zz ZeF¢ U N 3 , e 344 -�«------------------------------------------- ------------------------------------------------ 343?�?S ( APPROXIMATE FINISHED TO GRADE ®CL e 2 342 ----- --------------------------- e------------ 340 338 ' 336 INVERT 24" DRAIN -- -- 334 332 _ - :--• .• ...� " -• •- CONSTRUCT PIPE "'VERT 8 SEWER 330 �INRT SEWER SADDLE PER C.O.B. STD. DETAIL D-9 J F- 328CD � Z o o J (nw Z C OD_ Z -' 00 W 326 0 0� 00 C0 J w7co C,4 Cj =O0000 OAC O00 Z �rr)OO = r) 324 04 C14 +F -M r`) ¢ 0) nn ZZ o� +i-� W W HO 322 Z 3 d»> ¢» UI LO=z ui N -ZZ INSTALL 388.89 LF OF 8" SEWER ® 0.35% INSTALL 388.72 LF OF 8" SEVER ® 0.35% 320 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 N I m CL. CENTERLINE Ln o N tfi 0 o Lf-) z I w o m d F- Cf) cn Z OOfII Lu c� 0 CD -� Q o o CD c6 -O I = of o i o F- 0) I I z w O I Jx) z �J a O I CD I + co 0 2 (Un zQ O o 0 I , �O + + + Q I 1 Q oo, o¢ I fl I 23 Q X �� I I (n 122 M -„1 F- 241 21 1 � 20 119 F- 06 F- o v) N (n F- OO Woo � ++ W to O zQQ F- f - II N � �O ��n ~�� N oo�Z 1 N N STA. 17+30.59, C.L. 22.17RT. STORM DRAIN M.H. NO. 1 STA. 17+65.59, C.L. 22.17E COMMONWEALTH AVENUE (STA. 10+00.00 C.L. TO STA. 23+00.00 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 INSTALL 225.58 LF OF 24" RGJ-RCP ® -0.15% 354 70 352 ,:� W e e > OI �Cj "t cli NN W iU 350 0 o�� M Q I. w `N z of O ¢o"tn J ¢e O a 348 Y <I Z;� QI g O 02 EDD 0-¢ me 0�» JI F-® C 346 `� ,„U)zz ZeF¢ U N 3 , e 344 -�«------------------------------------------- ------------------------------------------------ 343?�?S ( APPROXIMATE FINISHED TO GRADE ®CL e 2 342 ----- --------------------------- e------------ 340 338 ' 336 INVERT 24" DRAIN -- -- 334 332 _ - :--• .• ...� " -• •- CONSTRUCT PIPE "'VERT 8 SEWER 330 �INRT SEWER SADDLE PER C.O.B. STD. DETAIL D-9 J F- 328CD � Z o o J (nw Z C OD_ Z -' 00 W 326 0 0� 00 C0 J w7co C,4 Cj =O0000 OAC O00 Z �rr)OO = r) 324 04 C14 +F -M r`) ¢ 0) nn ZZ o� +i-� W W HO 322 Z 3 d»> ¢» UI LO=z ui N -ZZ INSTALL 388.89 LF OF 8" SEWER ® 0.35% INSTALL 388.72 LF OF 8" SEVER ® 0.35% 320 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 .LOM 45.1TOP 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 .LOM 45.1TOP 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. (D FURNISH & INSTALL SEWER CLEANOUT Q»> O PER C.O.B. STD. SW -6. -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN 354 MANHOLE TYPE "B" PER C.O.B. STD. D-18. T FURNISH & INSTALL CATCH BASIN N TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SEC11ON IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. NI 1 —r JC3 LO _ WN N -N 2000 ® 0.15% 18" RGJ-RCP INSTALL 35.00 LF OFINSTALL 45.00 LF OF Z �? OO r� 10 (o�MM �OMr7 +��� p 18" RGJ-RCP CC9 0.78% -ZZo m(N?o D Q»> O ¢» z Y)ZZ N ;ZZ I' IcCK a �Ot� �STo 3419 --------------------------------- III Epi INVERT 8" SEWER '1-3: 0-]-- W U�(D 00 =r)r)r, <CC)�nn ^F -Mr) w�0OZZ �Nzzz - INSTALL 233.00 LF OF 8" SEWER 0 0.35% 18+00 354 INSTALL 46.75 LF OF INVERT 8 SEWER I 358 ® 0.15% 18" RGJ-RCP INSTALL 35.00 LF OFINSTALL 45.00 LF OF 356 352 18" RGJ-RCP ® -1.00% 18" RGJ-RCP CC9 0.78% 356 3500 N J tD F- "' 0 o^ n `° o r- 354 �oCD ON d' NW O N 330 N� N> on 348 _n 0 z '- ``' J v>w 0°° Z = �Zd" W cS00No00 Z_ dao z J� J J C3w� 352 c6 ¢ m w W tz 00 328 OnNO0�N :� 0j0 Z � W J J 346 Cn ¢ m 00 LL �� -'co � r- aM POcliMm Z Q n t- 00 n I- ��r�M� W LO n to n ¢ O r) W NL.�W 350 O Q�> F- NcqO +W0 - J n +F- of +MME -r) W _ +F- _ _� + S I 3I ¢OF 344 a ��� O -0 of �zzpz - -0 a OO 348 WIN U dmo o w d> o N d»» o d� U mZ awi INVERT r� (nZ0 NZ N zzz (n---- Lz (� (n Z:0 342 336 _ N _ 100, 346 Z IC --------------------- 343 -------------- 344 Iw _cn 00 w �o 332 a:"' Of �z 342 332 340 ' 34,9 SECTION rB-"� - - - - - - APPROXIMATE 344 FINISHED 338 338 -- 18" DRAIN ; GRADE CSD PIPE IINVERT I :�: 342 336 33618"IDRARN INVERT 34.0 .o i8 DRA IN 334 c� 338 ,_ �0 I� V 332 M V'> 336 I`` �z 330 334 SECTION A SCALE 1"=50' HORIZ. 8 1"=5' VERT. 19+00 1 CARIBOU LANE or'� oo o SEE SHEET 5 04 C14 Jo �w o 14113 ~ I '12 - i �20' 20' I Jo�~�s F- NO !J3 0 o N i¢J 30' , I 30' IW Uz �jWW 1 io 10 Io�� 9 w of I I L0 _ Z U=U I d O Z cDW-i``: UU ZUN o I o o _ 5' o a FLLL) Lr' F- °; I W o ��� NO C,. + OwOZ 00 to m-1Q'\,i W OO CV IO00 N Lri u_i I C' c,1 w `n 3 o J I I •- + �` w W w o o = ao ao u�), rJ I cn + z+ I i� I w N 04 cn (+ = z o .0 Z N 04 ++ + I C' Q W "000 I Z N N (DCv F- OV¢,N N N J +if) ¢ +.+ O O O O + I N m Q �il) ¢ "`� N r) r) �n NN N I nJ I �' Z I� Lf) D Q U ¢wd <i LLJ = CV + I NN - Q O Q¢ I cm O N Z F-- F- O WF- W U r7 � + I o W (n (� (n z 0 C i N J- Q N I W r) F- F- Q ( (n In _ V) ¢ F-- W H -:i N (n cn n G a0 I z^ n Q (n (n N - - - - j8 -SE o `.rR/WS89'Q4'33"E 21+00 SR337.21' + 8" SEWER 19'04'33"E - - -+— 204.42'- - ---+ S2`+'�S89' 4'33"E 337.21' ID p -- S89'043E-470.00'- S89'04'33"EDRAIN 204.42' S89'04'33"E 18" DRAIN 423.25' O CLJ �\ I r R/w II J CDII II j o > r I I 7 lr) � I co � I m 00 , 5 m Lu ¢ o I I 0 I o zin -o I o IIz I n Fz I i; I �O0n :I �(D O�zI + �Z J< o� Z J� �= L I O 3 WCD n I + cow i cv o IU- + ozw a I I �z o0 1 c z I o� 27 1 28129 -) o01 + "'� 31 N t 32 33 G� 6 NN N cm0U) D NN 1 N 1 1 (n N N � N N J J W F - z `, U O F- j 30 O F¢- F¢- O rn o (~n (n (n (n v) (n CD r 1 WO CO ON FW- N c� v~) N 20+00 356 INSTALL 46.75 LF OF INVERT 8 SEWER I INSTALL 204.42 L_ OF 18" RGJ-RCP ® 0.15% 18" RGJ-RCP ® 0.15% INSTALL 423.25 LF OF 18" RGJ-RCP 0 0.28% 356 354 332 I J N J tD F- 352 0 o^ n `° z 354 �oCD cq r- N.O w to 1 F--: 330 W J 00 O v z on O W 1 o W I �o¢CN ow t0M �(JJ Z_ Z jQ0 348 J 00 c6 ¢ m w 352 JAW 328 00 o00 �2 :� co 'N W J 350 W(,) UJ Z Q C5 11) CO z Q L, CO = Z Oi ,0 ,0 mm o a� a F -Ow F- O Q�> F- NcqO o+ ten N�o m Q + F- n 344 S I 3I ¢OF r) -MM (VOZ 344 o 348 O_N�Z O(jZO¢ Z Of ZZ WIN C-0FU-1 C3F� 340 z= i 2- Q»>cr INVERT cn N N zzz W a 346 322 336 N ' o� 5� 100, Z IC --------------------- 343 -------------- 344 Iw _cn 00 w 332 a:"' Of �z 342 332 330 ' 330 SECTION rB-"� - - - - - - 340 SCALE 1"=50' HORIZ. 8 338 18" DRAIN IINVERT • ._: :�: 336 20+00 356 INSTALL 25.42 LF OF INVERT 8 SEWER I 18" RGJ-RCP 0 -0.207 334 354 J 354 332 I J N J tD F- 352 0 o^ n `° z 352 cq r- N.O w to 1 F--: 330 W J 00 O v z n>: J w �> w_ Z =. J 00 ci co- O �o¢CN ow t0M �(JJ �,n M tot N:. 348 O_ w c6 ¢ m w = JAW 328 J ¢I ZJOD QI U U a -a0 W(,) UJ -- W 0000 J ~ 00 � n 326 Z Oi ,0 ,0 mm o a� a F -Ow F- O Q�> F- CV z'n 4 4 m Q + F- n 344 S I 3I ¢OF r) -MM O_. Q 344 O N oz 324 I , - 342 340 C-0FU-1 C3F� 340 z= i 2- Q»>cr INVERT cn N N zzz INSTALL 337 21 LF 322 20+00 356 INSTALL 25.42 LF OF 356 18" RGJ-RCP 0 -0.207 354 J 354 J N J tD F- 352 0 o^ n `° o 352 cq r- N.O w to 1 350 W J 00 O v z n>: J w �> w_ Z =. J 00 ci co- 350 O_ ow t0M �(JJ �,n M tot N:. 348 O_ w c6 ¢ m ^ l.r_ Z t\ N 00 Ron" 348 o + UJ p +r7� WO N0 NQW :2NZ0 � 346 o z ¢ Q> U F- mm o a� a F -Ow F- O Q�> F- 346 W NZ C�(nz0 (n (n? or 344 343 344 342 I , - 342 340 1 340 338 338 INVERT 18" DRAIN 336 - 336 ai 334 Z 334 o n0� Iw _cn 00 w 332 a:"' Of �z iQ 332 330 330 SECTION rB-"� SCALE 1"=50' HORIZ. 8 1"=5' VERT. INSTALL 337.21 LF OF 8" SEWER 0 0.35% OF 8" SEWER ® 0.35% 21+00 22+00 23+00 24+00 320 J r 3 UNIT 1 FlRE ISLAND DRIVE J N J r 2123124-- O SEE SHEET 13 22 0 23 24 J J 25126 °° �� 27 n o I o I o 0 o I� W J S �;� I FIRE ISLAND DRIVE F- O 'f��., I O) O I O 1 O O _I O O W J I - F O W O I a; I z w o -� z o - j ui� I of cv cn w o o (1 I J 1 O I" w t g Q I o SEE SHEET 13 aS w w o I I � I w 6' v v to I 5 o f U o 0 0' ai of ai 1-5'-- - - o pp o O 3 ri cn + u. 0 O co co O o o - v o 1 z Ci N o0 0 7 6 I t 5 �j z I I I n M N '� I co O = Q Z N N c� F- O W I O I O O -i 't + W = N + I N n I ri z�� o0o QMjrj rn I �'' W o N I-/po rn I Q O I o 1 o I N v + I IQ u i z o w ,n woo N N I a r� Q N w� ,� + I + I N ++� 0+ w++ 2 I I w N W o ao 0o N I rn I rn o I - 6 8 N Q� N �� I + I amu' �++ N 2 CVcv " 1 T z z g to N I d I n N N + O co cp co + V N Z O co Z in u> rn N N Q Q N N I w t.f) co '� "" "o r... J+� Q++ O I I I " Q F_ tr Lo Q F H Q N H- W N I� co + M N �.,� i1j O Ln I O ,� W C.': f. F-- Q Q Q W H Q Q Q 1' `N W o .cj + I cr N N I� N r- L6 r7 O W D O 6n rR/W t- cn cn cn Q z i- w i- z 7 2 � "' w + I + I '+ N r- o g = I o $00 — - - - - - - t n co N N co a NW I (n Q `� 13 QQ N I a I I + I + ( cn ao �N -- ---- --- — FL�i d co cncn Q N N I , w - 5 I a g N Lu N N I n I n + o w y, -- b, o _ _ _ _ "� ~n cn 5' 67 o v' -i J�7 Q r18" DRAIN 23 _,�Ln b o N I INTERSECTION - - - - '- I SEE SHEET 13 4'33"E 24+00 N - - - - - _ _ _ 8" SEWER FL - - -- -S89'0 - --- _ �_ _ � 25+00 � c STA. 26+85.70 C.L., MARDAL AVE.= S89'04'33"E j � CATCH BASIN N0. 16 S — - _ _ 470.00' 26 00 STA. 14+80.00 C.L., FIRE ISLAND DR. 337 21' SEE —SHEET S89' 4'33"E 360.00' S I - - 23+ 0 S89'04'33"E N b 6" SEWER FL S _ 24+00 S89'04'33"E "� o 18" DRAIN - - - - - - 6" SEWER - - 250.68' 67 O 71 _ _ 89'04'33"E - _ _ �— S N 25 F 00 8'S SEWER 337.21'26+00 S SEE SHEET 13 I SEWER MANHOLE N0. 25 S89'04�33"E I D _ _ - - 47C.` STA. 26+90.01, C.L. 5.00LT.= 6" SEWER I S89'04'33"E - -�- - ---D_ — STA. 26+90.01, SEWER o n - _ - _ N �" DRAIN 423.25' - o ;? � o �T �� 3 SEWER MANHOLE NO. 19 N s o o 0o R/W o o i� N STA. 26+90.70, C.L. 5.00RT.= -' FL — I 6 6 W ^ o I N I N o; o cy;0o N STA. 26+90.70, SEWER - - - - - - - - w I cr;Z �ri�I I N 1 N m ,� 00 1 � - -- __ v) O J 1 m I I I N a� o 00 o O � I -- -- r: z w of I o 7 0 0 0 0 R/W �- _ ca -- U r) o 0 6; ocn I I W I I o 00 0o n' 0 5' INTERSECTION %7L 6 _ + + I I ri I _ _ _ �� I IZ o I 1 1 �� I I Q. o STA. 26+85.01 C.L., COMMONWEALTH AVE.= I of 20' I STA. 12+40.00 C.L., FIRE ISLAND DR. o = n of 1 F- - Q Q N N i N i N I N I c+v 1 N I 5 1—_ -- I J (o - I I 1 i� 20 34 133 c, 3 2 31 I Q 1 Q I Q N I N '� I I o I o o c o o 30 30' cjf""I I I 30 29 - 20' 20' I N i Q N I N I I I + I + I N o �zl 65 �' 281 3 30'• 69 N I � + Z i 30' cn I I I Q I N N= (nU)v~i v~i I 1 Q r FIREEISLAND DRIVE 31 I 32 133 I 341 35 cn 36 37 Q < o -- HEET 13 I I 138 c Q o oI I ---- U7 Of 0000. J 1\1 IT J ` �\1 J r � �+ N ARE ISLAND DRIVE o Q SEE SHEET 13 MARDAL AVENUE co cn (STA. 23+00.00 C.L. TO STA. 26+85.70 C.L.) COMMONWEALTH. AVENUE'� _ ' SCALE. 1 — 50 HORIZONTAL (STA. 23+00.00 C.L. TO STA. 26+85.01 C.L. 1" = 5' VERTICAL SCALE: 1" = 50' HORIZONTAL ) 1" = 5' VERTICAL 358 ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH 356 CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO 358 SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY 356 354 ^ FLOWLINE D-14. (D )z U.1 I w o a J z�z� Ld 352 350 J W 00 354 352 '- = 0 ` 0 1 348 o �c� 0 W LLJ —1 ``' z Q�"'o 0+ o °° 350 i w' N N 352 350 _ of n . 348 346 ( Q W J w m 0,<_ 0 344 N' N 3 GRADOXI CTE FINISHED w cn' 0 q 5 QOM 346 _ 350 348 0 - 344 342 w�N+ 1 QM 348 a S0� APPROXIMATE FINISHED 342 340; -- I346 ,�[fh1 GRADE ® CL �h�� -- 3A5a �? 3�5� - 346 344r--- —---------- ----------------------------- ------} ------ --- ------ --- +-- � - -------- _____________E -- -- -- -- -- f�-- NVERT 18" DRAIN -INVERT -- i I m 338 336 344 342 � 336 ." INVERT 8" SEWER L INVERT 8" SEWER ' _T --- l - 334 332 342 3401 Z;o _ I I 332 mN0-+ I 330 Z -i I --- - + �1 328 = Lo -j�w (j 00. 340 3381 o ?; N�� , 328 326 ��� 04 n I ai o�cnz r a Ln �" � +� ; 338 3361 O co a0 CN 326 324 �_ . ---�— �— -�-' Noz mI INVERT 6" SEWE gM � �-- • �» L 6" SEWER d +� Pon 324 322 � NZZ 336 334 � INVERT Ij wNc)ZZ -INVERT 8" SEWER ®0.35% INSTALL 337.21 LF OF 8" SEWER CJ 0.35% W FQ v,a,zz 7» z 8" SEWER 1 320 23+00 334 332 � 27+00 w Z 332 330! J N 330 3281 ,� o Z 0 o =' U ���� O Q W �o z no W > af �' 0 in 328 326 I--' w Joo�rnco ap'J Or��io a Q C3(0- O vio p Z' Z N J3z� Q _�M �rnoJ w _j(, O.ED �� '� O � 00Lo ZN , Q I -i (n w J� `x co o0 326 324 I QN�ton IMI--� �� =:toM� < QIYj� __j C-4 n =^OOnt, zpm panto W NOZZ to LO:D co_ L m+nM� 324 322 INSTALL 360.00 LF OF I N ¢»> v)zzz w' NOz Q» W w NO C� I m w "ZZOo 8" SEWER ®0.35% INSTALL 250.68 LF OF 6" SEWER ® 1.00% F- `n'cn zz cQW cn _'� v,z Nzzz 322 320 SEE SHEET 7 FOR CONTINUATION INSTALL 67.50 LF OF 23+00 24+00 25+00320 6" SEWER ® -1.01% 26+00 27+00 EG ND: T.O.M, 456 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 T.O.M, 456 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 0 PER C.O.B. STD. SW -6. FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN 354 MANHOLE TYPE "B" PER C.O.B. STD. D-18. FURNISH & INSTALL CATCH BASIN o Z TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION- SECTION LETTER L__ - 2 SHEET WHERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 356, W co � a� co r a00co 354 j 00' INSTALL 423.25 LF OF 18" RGJ RCP @ 0.287. o 0 6 356 0 Q. ~ O z � 1 0 354 352 C, o Z p (D )z U.1 I w o a J z�z� Ld 352 350 J W 00 =MI W I-- N = 0 ` 0 1 348 o �c� 0 W LLJ —1 W (D z Q�"'o 0+ o °° 350 i w' N N o�� 0 of n . 348 346 ( Q W J w m 0,<_ 0 344 N' N 3 GRADOXI CTE FINISHED w Nozz T�� q 5 QOM 346 _ ------ -- -- - ---- - 344 342 sem\ 1 j 342 340; -- - -- -- -- -- -- -- -- �I 340 338 r -- _____________E -- -- -- -- -- f�-- NVERT 18" DRAIN -INVERT -- -- i 338 336 — � 336 334 INVERT 8" SEWER L INVERT 8" SEWER ' _T --- l - 334 332 U I _ I 332 I 330 Z -i I --- - + 330 328 = Lo -j�w (j 00. o N�� 328 326 ��� 04 n ai o�cnz a Ln �" � +� ; I O co a0 CN 326 324 �' Noz mI ZOM gM � �» d +� Pon 324 322 INSTALL 337.21 LF OF NZZ O c� wNc)ZZ 8" SEWER ®0.35% INSTALL 337.21 LF OF 8" SEWER CJ 0.35% W FQ v,a,zz 7» z 322 320 23+00 24+00 25+00320 26+00 27+00 w 0 W co � a� co r a00co = M' o 0 6 N 0 Q. ~ O z � 1 0 ,- U u- � C, o Z =3®N Q o a J Ld W 00 =MI W I-- N cc Q 1 ' 1 Z=cf)= W LLJ —1 W (D J cn 0 QW CID N o�� 0 cV (y m W J w m 0 o y U m w o J sem\ w 0 " w ,x W co � a� co r a00co = Z LL + N a cp 0 �c0 ~ LLQ O ¢ co z0o 0aI_ + =3®N w co =MI W I-- N cc Q 1 ' 1 Z=cf)= W LLJ —1 0 QW CID N Z<Z 0 Uc W J 0 U Q " w ,x W co r i = LL " w ,x co r LL L 0 J 1\1 I r LEGEND: u 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 u CURVE TABLE L1 CURVE RADIUS LENGTH TANGENT DELTA 0 500.00' 20.82' 10.41' 02'23'09" 0 500.00' 10.41' 5.21' 01'11'35" 0 500.00' 10.41' o 01.11'34" DRAIN J ' o f � MANHOLE TYPE "B" PER C.O.B. STD. D-18. T FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 350 Nw Q Nw Z N�'W 350 W m O J Q� W W +� _ +``co W o +W - 348 o Iro rQw ^zo 348 U �I m z o o� Z 346 V) U) o Z �o� 346 oz II = 344 - - - - -- 344 II �' '- I 342 CATCH BASIN NO. 4 " 342 o a o 340 340 ,Q ,a o � 338 INVERT 18" DRAIN STA. 17+60.23, C.L. 20.00LT.= 338 336 �w Q o z J\1 1 r �� o a 1"=5' VER-. oo Z II �I NORMAL F.L. ELEV. 343.65 DEPRESSED F.L. ELEV. 343.48 a o a II Y g r Q uj , J FLAMENCO WAY 1\1 1 _ � .� -� I Qo O o �� o o 7 0 a� SEE SHEET 14 o Ina N -� C) 61 162 I N QUI o �;3 0 63 I 164 0 I , 65 0 I J �� I� 66 67 168 F I J 69 I O Q U 0- L-, _ _I J J 20' I 20' Z J -I Z J W I -, __ l o I O I O 1 r'7 I 1 12 U 0 0 o 0) r7 p� c i Ci I Ci cn N W I rn r7 I rn � I J z I o 1 mf I I O� w coN z c i Ci 30' , 30' O N * 1 N N - ++( Z D o J �cr � I I I o r 7 Ou Z I 000lcn cD o � 0 I r7 0 .- I!') O Dov O '- pco 5' O) O 1'r) aNNa04 O � --I w 00 -q- C) Q�d--� o� '' w0000 m~ r <r I + I °Onr+N ++1 5' to++a+ ui - 1 I H F- C-40 N + + zw I ++ I W a w I I 1 �- w t\ I rlr_- I m-- wO r i i Q cn to N W I++ N N ��� 1 r.,� I I.7 + �� p U=_ I I� N V) a �" I I + i H .- .-- flk M 17 d d Z to V) N i C-� / z Q— w Q Q Q C - t- ¢ o Z Q Q U W x W Q U l v r-- Z m (!1 a d f- H� W o o Q N N z Q O I I I C J C cn c� cn cn V)U)<n U) (f) � v~ R W c~� v - ~el V) F t8 ao N ! a a_ L c� cn cn ¢� w o • ' 4 N o _ - "Z I- R/WI F F-- - - FL -- -- --L -- ao I N -- , n n S00'45'42"W 12 .00' 12+00 0.001 +QO • �—� , —� A"w R -,FWFR 230.43 1 N 04 - 'o � � I 000 I 20' ' 20 I 30' 30 I WHALEBACK AVENUE SEE SHEET 11 FLS --�--1R/W I I 31 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 10+00 II"ILina0m"swiA 9a3sT 11+00 30 13+00 "I �' S00'45'42"W 14+00 15 00 N01'06' E _ 16+u0 24" DRAIN _ _ 1'+ 0 N01 06 3I5 E 35.390 \ s, 1Q J / e 240.00' _ - " D 240.00' o FL " CD 6� ��p� �_ - - — - — - - - S00'45'42"W - - - - _ 1 M 03'08'52"W 19+00 fico 64 p0 S00'45'42"W S - 229.59'- - _ - 18+00 cv c,F 1� G C) 0 8" SEWER 230.00' z S00'45'42"W 8 SEWERS 240.00' t I - _ �_ _ _ 229.77' �� �x gyp• '`' z I Q 2 3 NO3'05' 6E S __ _ �� � px FL ao� o -- — ;n 1 M No 8" SEWER 240.17' -� R/W N Ir CD CD .I II o 0 0 Q J !- LR II o o48 I 7 � 5 J I m I a o � w O u ci /W Q�w M O 5' 'o O I I N I N st 1 ro I J Q_ O pp rn W I O I I I I 'n w I w' a `� o ori z o ° I o ci W I O I' o o `n `� I °N° cn rn 1 w i7 , 13 n r� Io cV o ao I o ^ co . z - o c' a Ki z W I °� o ui o� z N t� I Oto 1 20' w z w I 3 o I o0 I cicn °! N z z O+ N loo 20' U cn �o o (n o z z U o n + + J �^ J m CN m00 N Ld 30' 30' - - - - , J of � z - rn z - I � 1 cn co O of N = v o -t CN o J 3 o ao ao N V) cli cli � I S o rn l Q �- + o z W 9 54 z < g 20'�`n 20' m^ z lon6 n I I d I d Q ^i: I w U)i - i z N' � 1 U� I + + m I I = w m oo co + cn n c~n r\ ^ r± ¢ o zl� 30' 0' Ivwo++ I 5 14 3 ��co + Q = j W �_ of i< (n Q I w Q 2 1 6 61 � Z I I LoLo i I rn rn 20' 20' COMMONWEALTH w 0 r - AVENUE w Ian a N = W o da I vwi ivt'i Q ++ I cn <n cn U w m � MARDAL AVENUE C-01 vwi N O Q Q cn SEE SHEETS 8 & 9 c� cn o N SEE SHEETS 7 & 9 /I w\1 - I- 1- E- �' Q Q I 30' 30' BOGART DRIVE J 1\11 r J r) SEE SHEET 3 12+00 'T.0—m-10-1 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 500.00' 20.82' 10.41' 02'23'09" 0 500.00' 10.41' 5.21' 01'11'35" 0 500.00' 10.41' 5.20' 01.11'34" 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 10+00 II"ILina0m"swiA 9a3sT 11+00 30 13+00 "I �' S00'45'42"W 14+00 15 00 N01'06' E _ 16+u0 24" DRAIN _ _ 1'+ 0 N01 06 3I5 E 35.390 \ s, 1Q J / e 240.00' _ - " D 240.00' o FL " CD 6� ��p� �_ - - — - — - - - S00'45'42"W - - - - _ 1 M 03'08'52"W 19+00 fico 64 p0 S00'45'42"W S - 229.59'- - _ - 18+00 cv c,F 1� G C) 0 8" SEWER 230.00' z S00'45'42"W 8 SEWERS 240.00' t I - _ �_ _ _ 229.77' �� �x gyp• '`' z I Q 2 3 NO3'05' 6E S __ _ �� � px FL ao� o -- — ;n 1 M No 8" SEWER 240.17' -� R/W N Ir CD CD .I II o 0 0 Q J !- LR II o o48 I 7 � 5 J I m I a o � w O u ci /W Q�w M O 5' 'o O I I N I N st 1 ro I J Q_ O pp rn W I O I I I I 'n w I w' a `� o ori z o ° I o ci W I O I' o o `n `� I °N° cn rn 1 w i7 , 13 n r� Io cV o ao I o ^ co . z - o c' a Ki z W I °� o ui o� z N t� I Oto 1 20' w z w I 3 o I o0 I cicn °! N z z O+ N loo 20' U cn �o o (n o z z U o n + + J �^ J m CN m00 N Ld 30' 30' - - - - , J of � z - rn z - I � 1 cn co O of N = v o -t CN o J 3 o ao ao N V) cli cli � I S o rn l Q �- + o z W 9 54 z < g 20'�`n 20' m^ z lon6 n I I d I d Q ^i: I w U)i - i z N' � 1 U� I + + m I I = w m oo co + cn n c~n r\ ^ r± ¢ o zl� 30' 0' Ivwo++ I 5 14 3 ��co + Q = j W �_ of i< (n Q I w Q 2 1 6 61 � Z I I LoLo i I rn rn 20' 20' COMMONWEALTH w 0 r - AVENUE w Ian a N = W o da I vwi ivt'i Q ++ I cn <n cn U w m � MARDAL AVENUE C-01 vwi N O Q Q cn SEE SHEETS 8 & 9 c� cn o N SEE SHEETS 7 & 9 /I w\1 - I- 1- E- �' Q Q I 30' 30' BOGART DRIVE J 1\11 r J r) SEE SHEET 3 12+00 'T.0—m-10-1 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION FURNISH & INSTALL SEWER PER CITY STANDARDS S ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. Q FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW -6. 354 -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN J ' o f � MANHOLE TYPE "B" PER C.O.B. STD. D-18. T FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 13+00 SECTION DESIGNATION: SEC110N LETTER 2 SHEET WHERE SECTION IS SHOWN J PACKWOOD DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 14+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. 15+00 IAICTAI 1 7A(1 nn I C nu ']A" D!l 1 DPP) 44, A irW 16+00 17+00 INSTALL 35.39 LF OF 18" RGJ-RCP ® 2.01% 18+00 19+00 7 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 20+31 008 Q�. 360 360 358 INSTALL 15.41 LF OF 358 18" RJG-RCP ® 0.19% 356 - 356 354w M " 354 co� o jo 352 � O r J ' o f � 352 o� o ,> cljoMzC ,r, o r ai Qac 350 Nw Q Nw Z N�'W 350 W m O J Q� W W +� _ +``co W o +W - 348 o Iro rQw ^zo 348 U �I m z o o� Z 346 V) U) o Z �o� 346 344 - - - - -- 344 �' '- I 342 " 342 0 340 340 ,Q ,a 338 INVERT 18" DRAIN 338 336 336 SECTION A SCALE 1"=50' HORIZ. 10 1"=5' VER-. C PACKWOOD DRIVE SEE SHEET 10 y �n MONHEGAN WAY 01 II I SHEET \� COMAMO _� I N 00 SEE SHEET 13 L NWUEEALTH t I II 'o `nzl _ S89'04'33"E I d JAI = CJ o I J 00 DR7-4- 18i'' - Q z rbc I + I +:�C ��I w Of W o NNI . -- 32133 FOw_. N o LOQ ONQ 0 -O a0<< Z J w O J-o� 5'15"E 8" S WE - FL - wUcn u I I oN DRAIN M.H. NO. o Iz�N zr�iri NSTORM SEE SHEET 13 / 00 �3� STA. 12+35.00, C.L. 5.001-T.= STA. 12+35.00, DRAIN _ S00'55'27" - } o o +._ 01 N M 18 C)o1115 18" DRAIN O I N30'29'38"E 29.22' 0 0 Q0 o; o _z Q ~ 0 Cr - 5' I 6" SEWEK`+00 z Qd + I + 60 I S00'55'27"W- _113.01' FL N �cnc ' - - I - - o, z Q j Q °' °' Q F- co cn - CD II COMMONWEALTH AVE. 18 \ �- Y 11. Ld T w FITCHBURG DRIVE Y J N 1 J w SEE RIGHT SIDE THIS SHEET 361 m J " 20' zo' =N � 371 0 38 139 40 41 42 43 ~ i 30 4 30� --I -1 N J � O Z - co I '00 I .�W o o 0 1 a 1 o I 144 NLO 1 45 �n -�� z �3 I I o I o I o I Ld o I `nw o m N o N zUON IwOcnN I N I N I N I N I o' I rnzci -'wI rncn== 1 5. O (0000-, -i N w O U') o o 10 cD co I 1 -1 N~ I U-) I W 00 C-4 0 Q to In to 1 O 6, 1 O, 1 1 a; O= 7 1 r7 U W I L -All + N + + I I Ln o Ln z �o) LilN I �± ,.�, +++ + + + I + I o I Lr; Q rn rn I r-cn IOf I I d I `n I 'n I coo I ��mc+ol �N ~n c�c~nv~i w r-� R W ? Q Q Q da - - CTI U) (n �T - - N V) w �F- 23.39' ¢ / / z cn cn cn i f/ j Q I u FL-� - - - - - - - 11+00 R 337.77' 13+00 o Cl = _+x_285 56' _ J- - S I- - 14+00 S89'04'33 I�VE 16+00 S 346.08' 13+00 6" SE R 'o N n 40.21' D _ - S89'04'33"E - - --- - - - - _ 484._3_6'- - S86'39'52"E - - - S89'04'33"E - - - - -- - 18" DRAIN - 24" DRAIN - o b 521.1C' D \ �----- FL � u uq:I �-- _ FL N / o - - - - - �- �- - I Ln I o I R// \ _N / T - Of yy Of OL clq-- I o I L6 I I (' Lo I� N I o I o I o I o I o I NQ oo N I I I I I C I I I N I I co N N o I 4 1 L0 If) Ln u 1 uj 1 I ' I 1 CD I + I _+ I + I J I Ico I + I I I rn I d a U I 1 �' ' �' I I - I I i ul F-- I + I 20' 20' I N 1 1 ¢ Q v I I I N - I I I c) 1 cn 1 I c I 57 56 55 . oN 54 30' 30' 531 52 1 51 1 50 1 491 48 1 co z � VESSEL WAY w cn ) CATCH BASIN NO. 17 J 1\1 I J r r STA. 12+43.81, C.L. 20.00RT. NORMAL F.L. ELEV.=342.90 DEPRESSED F.L. ELEV.=342.73 WHALEBACK AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL il� r- -- ,+08 o Is c/ CD I " 26.50' I 0 00 + I 0 co o + Q 471 46 I 1 DRAIN S RIGHT SIDE THIS SHEET TORM RAIN M.H. NO. 23 EE RIGHT SIDE THIS SHEET o / STA. 19+69.92 C.L., WHALEBACK AVE.= STA. 0+00.00 C.L., FITCHBURG DR. CA BASIN N0. 18 - - SEE RIGHT SIDE THIS SHEET 30" AIN SE RIGHT SIDE THIS SHEET TLET SRUCTURE N0. 1 / SEE RIGHT SIDE THIS SHEET -� SUMP cN•r o %VOLUME REQUIRED: 4.91 AC. FT. VOLUME PROVIDED: 6.56 AC. FT. z DWS ELEV.: 340.30 _ BOTTOM OF SUMP: 332.30 STARTING HGL ELEV.: 336.30 z cq i_ Df-PPTT-I OF SUMP: 8.0 FT. c�oc�o NOTE: o + OVEREXCAVATE TO A DEPTH OF 16 FEET BELOW -- __ EXISTING GRADE AND BACKFILL WITH CLEAN COHESION - LESS SAND CLASSIFIED AS SP OR SW IN THE UNIFIED N� SOILS CLASSIFICATION SYSTEM TO ENSURE ADEQUATE PERMEABILITY FOR WATER TO DRAIN IN SEVEN DAYS OF LESS. 47 46 STORM DRAIN M.H. NO. 22 STA. 9+95.00, C.L. 5.00LT.= STA. 9+95.00, DRAIN CATCH BASIN NO. 18 STA. 9+91.18, C.L. 0.38LT. NORMAL F.. ELEV.=341.50 ®P.O.V. DEPRESSED F.L. ELEV.=341.33 END OF 30" PI E STA. 9 90.86, C.L. 0.12LT. END OF 30" PI E STA. 9+88.17, C.L. 2.13RT.= UMPz-0 TRACT NO. 6759 -1 GR DING PLAN U � F- 4 to co + w 0) O rn WHALEBACK AVENUE 34135 II F 1 SHEET \� COMAMO _� I N 00 + CD Ln L NWUEEALTH t I I 'o `nzl I I d JAI = CJ o I I 00 to LO Q c� c iozo - Q z rbc I + I +:�C ��I w Of W o NNI ' SEE SHEET 8 N o LOQ ONQ 0 -O a0<< w - - H 24" DRAIN cn cn cn 5'15"E 8" S WE - FL - 11. Ld T w FITCHBURG DRIVE Y J N 1 J w SEE RIGHT SIDE THIS SHEET 361 m J " 20' zo' =N � 371 0 38 139 40 41 42 43 ~ i 30 4 30� --I -1 N J � O Z - co I '00 I .�W o o 0 1 a 1 o I 144 NLO 1 45 �n -�� z �3 I I o I o I o I Ld o I `nw o m N o N zUON IwOcnN I N I N I N I N I o' I rnzci -'wI rncn== 1 5. O (0000-, -i N w O U') o o 10 cD co I 1 -1 N~ I U-) I W 00 C-4 0 Q to In to 1 O 6, 1 O, 1 1 a; O= 7 1 r7 U W I L -All + N + + I I Ln o Ln z �o) LilN I �± ,.�, +++ + + + I + I o I Lr; Q rn rn I r-cn IOf I I d I `n I 'n I coo I ��mc+ol �N ~n c�c~nv~i w r-� R W ? Q Q Q da - - CTI U) (n �T - - N V) w �F- 23.39' ¢ / / z cn cn cn i f/ j Q I u FL-� - - - - - - - 11+00 R 337.77' 13+00 o Cl = _+x_285 56' _ J- - S I- - 14+00 S89'04'33 I�VE 16+00 S 346.08' 13+00 6" SE R 'o N n 40.21' D _ - S89'04'33"E - - --- - - - - _ 484._3_6'- - S86'39'52"E - - - S89'04'33"E - - - - -- - 18" DRAIN - 24" DRAIN - o b 521.1C' D \ �----- FL � u uq:I �-- _ FL N / o - - - - - �- �- - I Ln I o I R// \ _N / T - Of yy Of OL clq-- I o I L6 I I (' Lo I� N I o I o I o I o I o I NQ oo N I I I I I C I I I N I I co N N o I 4 1 L0 If) Ln u 1 uj 1 I ' I 1 CD I + I _+ I + I J I Ico I + I I I rn I d a U I 1 �' ' �' I I - I I i ul F-- I + I 20' 20' I N 1 1 ¢ Q v I I I N - I I I c) 1 cn 1 I c I 57 56 55 . oN 54 30' 30' 531 52 1 51 1 50 1 491 48 1 co z � VESSEL WAY w cn ) CATCH BASIN NO. 17 J 1\1 I J r r STA. 12+43.81, C.L. 20.00RT. NORMAL F.L. ELEV.=342.90 DEPRESSED F.L. ELEV.=342.73 WHALEBACK AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL il� r- -- ,+08 o Is c/ CD I " 26.50' I 0 00 + I 0 co o + Q 471 46 I 1 DRAIN S RIGHT SIDE THIS SHEET TORM RAIN M.H. NO. 23 EE RIGHT SIDE THIS SHEET o / STA. 19+69.92 C.L., WHALEBACK AVE.= STA. 0+00.00 C.L., FITCHBURG DR. CA BASIN N0. 18 - - SEE RIGHT SIDE THIS SHEET 30" AIN SE RIGHT SIDE THIS SHEET TLET SRUCTURE N0. 1 / SEE RIGHT SIDE THIS SHEET -� SUMP cN•r o %VOLUME REQUIRED: 4.91 AC. FT. VOLUME PROVIDED: 6.56 AC. FT. z DWS ELEV.: 340.30 _ BOTTOM OF SUMP: 332.30 STARTING HGL ELEV.: 336.30 z cq i_ Df-PPTT-I OF SUMP: 8.0 FT. c�oc�o NOTE: o + OVEREXCAVATE TO A DEPTH OF 16 FEET BELOW -- __ EXISTING GRADE AND BACKFILL WITH CLEAN COHESION - LESS SAND CLASSIFIED AS SP OR SW IN THE UNIFIED N� SOILS CLASSIFICATION SYSTEM TO ENSURE ADEQUATE PERMEABILITY FOR WATER TO DRAIN IN SEVEN DAYS OF LESS. 47 46 STORM DRAIN M.H. NO. 22 STA. 9+95.00, C.L. 5.00LT.= STA. 9+95.00, DRAIN CATCH BASIN NO. 18 STA. 9+91.18, C.L. 0.38LT. NORMAL F.. ELEV.=341.50 ®P.O.V. DEPRESSED F.L. ELEV.=341.33 END OF 30" PI E STA. 9 90.86, C.L. 0.12LT. END OF 30" PI E STA. 9+88.17, C.L. 2.13RT.= UMPz-0 TRACT NO. 6759 -1 GR DING PLAN U � F- 4 to co + w 0) O rn WHALEBACK AVENUE ori 356 SEE LEFT SIDE THIS SHEET \� COMAMO if + CD Ln L NWUEEALTH MH -� 5, L2;' SEE SHEET E u 0 20' I J N l y I 22 30' 30'Fin J o (0;: 1 1 I 00 to LO Q c� c iozo - Q ' z I ^ � > 44 o18 19 18" DRAIN 350 w Of W 0 -j 0U-; ;n I Z J Z Z O W U W w .J -i Q QLLI I � "- - �- 0o w I ' a^mLo o ori 356 z00000 cn N 21 if + CD Ln + MH o ++ o I CATCH BASIN NO. 13 u U Q�a 45 m ;z 22 -`�' : SEE SHEET 8 I 00 to LO Q c� c iozo - Q -- - o Q Q 18" DRAIN 350 w Of c~ir R W / cn cn SEE SHEET 8 N o LOQ ONQ 0 -O �Ldt-w) w - - H 24" DRAIN I, Q n w t7 J 00 �M O] LOLi W a, �,riN - - o> - FL - - -L- S00'55'27"W 17.17' 344 �`--- 24" DRAIN - -- ---- 1 ' STORM DRAIN M.H. NO. 12 Az o SQO'55'27"W 61.75' SO_0'55'27"Wp �n 24" DRAIN STA. 12+35.00, C.L. 5.001-T.= STA. 12+35.00, DRAIN _ S00'55'27" - } o o +._ 01 N M 18 -161.08 240.00' 11-+-- -- 18" DRAIN O I N30'29'38"E 29.22' '- U r' 1 _z Q ~ 0 Cr - 5' I 6" SEWEK`+00 z M e fi S00'55'27"W- _113.01' FL - - I END OF 18" PIPE STA. 12+60.42, C.L. 9.42RT.= = Z ' - - - - - STA. 12+64.22 DRAIN Q j Z 0o Dr o ABBREVIATIONS 356 CENTERLINE II R/w !y' ' CATCH 19 MH O LOOM CLU r- T CB u �M> oZ ) O Ilw BASIN NO. 12 STA. 12+60.00, 00 'j 0000 Z j > W n 0, U -- - Of a- 4 00 06 350 Mtod 06 m M -i P71'7 d L.� O C.L. 9.42RT. 1 CD2 _ + ( N� U JN +F W N� N o LOQ o Cl ow 0 -O �Ldt-w) w NORMAL F.L. ELEV.=341.52 P.O.V.C. L_ I, Q n w t7 J 00 �M O] LOLi W NZzz &cnZo o> 0 u- o� U o�c 1 0 344 cn 1 ` DEPRESSED F.L. ELEV.=341.35 -- o Z 1 ' o z w W c C4 338 I �I co I INTERSECTION 344 18 o x Q APPROXIMATE '- U r' 1 _z Q ~ 0 Cr - 5' I STA. 12+40.00 C.L., FITCHBURG DR.= z = ui z ^ ^ z aS� + = Z 20' 20' STA. 17+70.59 C.L., U Q Q j Q °' °' I a� co cn - 30' 30' COMMONWEALTH AVE. 18 w _� _ n In w ,o 1� I + r- W Q _ yJ 338 l.� O+ O+ (� + + F-- `- (w m W fA 1 336INVERT J� -{ � �� = ,,, COMMONWEALTH SEWER MANHOLE NO. 22 W 2 3j <: 24 = AVENUE STA. 12+45.00, C.L. 12.00RT.-- z0 O N (n � (n W FQ- cn cn cn w SEE SHEETS 8 & 9 STA. 12+45.00, SEWER 0 0, w �1 N N o� J\1 r 1 z d¢ E:)j U)clo FITCHBURG DRIVE-- m-�� SCALE: 1" = 50' HORIZONTAL �o 1" = 5' VERTICAL - ER \ . 356 356 358 358 INSTALL 240.21 LF OF 18" RGJ-RCP ® -0.15% INSTALL 521.10 LF OF 24" RGJ-RCP ® -0.15% -" INSTALL 6.40 LF OF INSTALL 17.17 LF OF w '`� � ' � 30" RGJ-RCP @ 0.94% INSTALL 29.22 LF OF a v 24" RGJ-RCP @ 0.15% `� o a p 354 354 356 INSTALL 29.78 LF OF 18 RGJ-BGP 1.03% 356 CD C) INSTALL 61.75 LF OF N N Cl 30" RGJ-RCP ®1.28% 24" RGJ-RCP ® 0.15% INSTALL 161.08 LF OF 24" RGJ-RCP ® 0.15% 352 z "' z w 0 z .�Cnw 352 354 35400 0000N F- _ 1 350 a 00 00 --d- M�� Of 0 350 352 F v F--: N J M � 352 -- ZZ00LA0� 0U-) �� N M J ��O -LOON�i �LO(n N ,y. p :;Fc vi QM4c6M Z � J � � po of M N J M (V NO Q O Otn I O� N O, 348 N cn z oo d o o z wz - z .- of o Z Z a � �h O J Ci tn(p JI.7' Ih JM O UJ - J �� Q� N U �W OZO pNrO 2UNN ZOk Z C3c M II O (n O�(n ZIp �� Z �_ --� O Q j j O Q Z OrLoM x O J Z Jj w nM (n U N N.- Z W a �� _o ��zz0 350 0 0 0 �z z �+ = Noo =ci` ao B uj UOo 0 - - - (nNZZ F-- ZD Q�YI"')f'")N") �UN'"`� aUO (L U�OW Co NN SU��N �� ZaO�r-co ZOr70,LD ZO OJ O`040) � 346 �� CTI �- ���� ^N M z J M Q in rr r o +,.�,•� 346 348 t i � Iii (dr -i (n a Lo Lo Lf r- to z: Q Cord Q Lo ",-i,6 Q o 348 co aor> Q ao� W z Mr�cn zr-ror-CD D�cn Eke �I��-0ro m ow®o -con o �Mn b 06M o Com' m ��®o a M Ki Ki Q �Mcor i o +r-r�r� F- _ o W 344 - _ LOCO o F -MM �o-- ��o-- v C4.< cn o�z'�D_' ��� N +?1h LMi +� IMi +� (TW W I"")I"� +F-�P`�No ff')nOON�ZZ +JNA W NM_______ _------- -_ APPROXIMATE FINISHED LOQ - w -------------- --- �k�GRADE ® CL 344 346 _346 q0 N �zzz � z zz o a o a Q d-� d � � wO5oz oLOo opo �O,QLn �+oz �o� � o- 0- �`��w o ------- ------ - --- ---- ��22 �>>> J Q afpow o �o ~F-zzz 'o <- c' Qu'`'a Z 1-z ----- 342 --------- F- Qjj o Qj o Qj U d�r7o FINISHED ��--- N�---- F -O w w CO_ ------------------- ol I ---------------- --- ----- - - 342 344 o N-- W N- w C~n= cnz o zzz cnmzzz 344 zz z z r -o w� jjj . c-�'Cnz o C) }IAPP 0 �I ui �GRADE @ CLE -- 340 Q I N l0 340 342------ - -- 3 ---- -- -- -- -- - 342 LA LLJ j 338 338 340 �f ,�, �� 0 340 336 - - ' " _= w - - - - : e ' 1� 336 338 ' 338 1 r� -- -- - . -- - -- ' '- __ 334 336 _ _ _ 18 -DAN 336 co 334 - - - - - INVERT 18" DRAIN - INVERT 24" DRAIN cj �; INVERT 6" SEWER 332 • ----- • / _ _ _ _ _ INVERT 8" SEWER 332 334 ' _ _ 334 BOTTOM OF SUMP i �- o ELEV.=332.30 INVERT 24" DRAIN INVERT cr 330 330 332 - - 24" DRAIN co ~ ~� RT 30" DRAIN w o INVERT r�-'ca 332 J J In oo ao 00 INS = cO �i 6" SEWER cv - - - 328 o�zJW d�3w o�J 328 330 QI oz J(o �Iw z -jCOw� CD 330 Z J Z J CD- Z -I- (D j U O Q w w U (D00 J U CD 00 J U lJ, 0 J U I•'') O U OZ O ?i Q O O I, CDM ' c� GI 326 zo �� � = o Cvo o= ffi ce 326 328 m 1 Q °'. n z z torn M 328 Z I.r�'`> Z iz prn M Z I� CD n J I w M M + M n - - rl)rl)Q U +�:2 C14 ro po + _ � o � �zz0 324 f�ozz oyez xc Rao 324 326 3- w . U w 326 w<jjj W�jj cwn v~iz co NZZz co 322 cnCnzzz NNZZ En cn INSTALL 113.01 LF OF Q W INSTALL 337.77 LF OF 8" SEWER ® 0.35% INSTALL 346.08 LF OF 6" SEWER ® 1.00% 322 324 s" SEWER ®-1.00% 324 a 3 � 320 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+000 322 9+00 10+00 11+00 12+00 13+00 322 l O 358 356 354 352 350 348 346 344 342 340 338 336 334 332 INSTALL 15.42 LF OF 358 18" RGJ-RCP ®2.01 w > 1 QI Y U Q co SECTION A SCALE 1"=50' HORIZ. 11 1"=5' VERT. 334 332 1*32192 1 ABBREVIATIONS 356 CENTERLINE F 354 SD STORM DRAIN MH O LOOM CLU r- T CB CATCH BASIN �M> oZ 352 O Ilw JVD SEWER CLEANOUT 'j 0000 Z j > W n 0, U EXIST -u') Z _J J Z4LOo - 00`''� a- 4 00 06 350 Mtod 06 m M -i P71'7 d L.� O - 'i M 00 "t+��� M.H. _ + ( N� U JN +F W N� 348 �OZZ Q <LJ 0 -O �Ldt-w) »> U HOW Z I, Q n w t7 J 00 �M O] LOLi W NZzz &cnZo w COz 346 u- o� U o�c oCD 344 , o -0 a :2 342 1 ' 340 wR� 338 DRAIN cn cn --- 344 18 APPROXIMATE 336 SECTION A SCALE 1"=50' HORIZ. 11 1"=5' VERT. 334 332 1*32192 1 T.O 345.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS Q FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. © FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW -6. ---0-FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D-18. wr FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 358 ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE T.O 345.6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS Q FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. © FURNISH & INSTALL SEWER CLEANOUT PER C.O.B. STD. SW -6. ---0-FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. D-18. wr FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 358 358 356'- _ INSTALL 15.42 LF OF 356 18" RGJ-RCP 0 -1.49% 354 - 354 352'-- J J 352 CN Otero � ' N 350.- Ow M O� II = NIS j OO (n ci r' 350 _j CD O JIIJ U� Z Uww ZJ: - (y =U�N 348 w � Ing z J 'o �Ldt-w) 348 I, Q n w t7 J 00 �M O] LOLi W Zr'nCO r7 M of V)roMM 346 u- o� U o�c oCD 346 o -0 a :2 ��zz0 Ccr ) z LQ -Z IQ -ow o<zzz 344 w cn_ Cnz o cn cn --- 344 APPROXIMATE FINISHED 342 GRADE 0 CL 342 .9� 340 }Z 340 w , 338 338 1� �m 336INVERT 336 18" DRAIN 334 334 332 332 SECTION B SCALE 1"=50' HORIZ. 11 1"=5' VERT. J 1\1 1 r J o�T b 9 q x 9 o" x `rT�Q r-- 0x0y� �Ox 9G�� n � -J COMMONWEALTHN s,�Tq OQ?� Fss� c.RE qs, A6', `9 c �F (D SEE SHEET 8 F �'� ti 8 F tiO ziD N O �zl ss' �T 9 �'o °� ° F? tiq 6 2 6 125 Z Tq9 �Qx��sF OxSS 8y�i `F.4 �O `2 3r 00 oo -i o - I o =cool L 17 OI Opp OTOS �6 O �y �O`�� �� �iS�� �9`S�T z a N i Q ,C) � I I w O O Q viz, A - ori o I o<L, of I W I w -- -- j °D + z o� z i� N N N I 11)0 L0 Qf Lo cn 0 00 00 rr y�/y�P.js c o o I + N N I I 1 6 c F cn 00 z Q Co 0 < co R/W n / / 5' N S U M P FL INTERSECTION SEE TRACT NO. 6759j o M I STA. 12+40.00 C.L., WITHERNSEA LN.= 11+00 N 1 +00 GRADING PLAN S00'55'27"W _ _ _ _ STA. 20+10.59 C.L., COMMONWEALTH S - - - - -240. T15 AVENUE S00'55'27"W ;n o b 8" SEWER 240.00' 1 Lo N MI f FL1 - - SEWER MANHOLE NO. 29 —� Z• SEWER MANHOLE N0. 23 STA. 10+05.00, C.L. 5.00RT.= I / Q N °O R/� �� m' I STA, 12+45.00, C.L. 5.00RT.= I o STA. 10 !1' I STA, 12+45.00, SEWER +05.00, SEWER I w I o z .; !,IN NM> oN I 27 14 w wN z�IIJ�W W o, 5 0 C3> W r, En Ld I 001 N^ z �iw I I v F --- V) -- CT] cp-! 00 -- -- co 5' rw + 'n w o 00 5' 20' 20' I -- 49 �QN Z I 20' o' 13 W 2 8 I 30' 30' 30' O' I z� m d W a I WINNIPEG DRIVE `�' 'Zo ' SEE RIGHT SIDE J�1 1 COMMONWEALTH THIS SHEET SEE SHEETS 8 & 9 WITHERNSEA LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 354 N 352 CENTERLINE 350 O 348 STORM DRAIN OLf)� W 1 346 tY �1 MN C� �v a a 344 Z Z 3E1 342 18" RGJ-RCP 0 0.16% S U 00 340 2 338 328 336 -ZZO Q»> 334 0 354 CA O 332 0 330 W U 0 0 0 <+ 328Ld 348 I a c w 326 cn V) 324 10+00 354 INSTALL 179.14 LF OF 18" RGJ-RCP ® 0.42% Z w. 00 6O mM ui M M M F - Z 0 0 zz INSTALL 240.00 LF OF 8" SEWER ® -0.52% 11+00 12+00 360 N O CENTERLINE 360 O 332 STORM DRAIN OLf)� W 1 CB O MN 18" RGJ-RCP 0 2.01% �v a z 00 2-, INSTALL 25.43 LF OF Z Jew 350 18" RGJ-RCP 0 0.16% S U 00 R/W 2 6-00 328 354 -ZZO Q»> cDTN 0 354 Off^ 324 Q U)ro^ 0 Q uj� ° 348 I a c 352 t K)K) m 0_ MMM d- p +F -M IGo I p +F -M N W N o ,ria I N N 3 '�> z - z "'> �: II n 350 p= OZ W J00 J00 CJc (U W � N� r OZ 346 348 o d>> N,- d c�Iwti zOR, : Q Lc'wLJL..a r-� O d» �M 00 �M 00,M En V)Zz 346 (n ��S (jzz = + p +F -M S + w +'- � �Qw m —oz 1"- - w o -0 ( i 0� APPROXtNtATE FINISHED GRADE 0 CL Q ix Q U Qaa o a» U Qaa o d> r -o w F- F- r- O w z F- �0l� 344 O NZ W cn? W (n? V)zm N (nzz c�(nzo W (nZ `9 344 ��2ti� ----------------------To� 0 --------- � I -� 342 342 APPROXIMATE /r I 340 CONSTRUCT 340 GRADE 0 PIPE L - I 340 PIPE SADDLE--- -- -- 1 i PER C.O.B. 338 1338 STD. D-9 INVERT _ _ _ _ 336 + 18" DRAIN 336 334 _ _ INVERT 18" DRAIN INVERT w o CONSTRUCT DRAIN QI PIPE SADDLE 334 • --- • --_.. �_ 1 336 Qi N STD. D-9 I' NV£RT 8" SEWER ? ELEV.=332.30 334 w 332 z cn o" Z w. 00 6O mM ui M M M F - Z 0 0 zz INSTALL 240.00 LF OF 8" SEWER ® -0.52% 11+00 12+00 360 ABBREVIATIONS CL CENTERLINE 360 358 332 STORM DRAIN INSTALL 25.84 LF OF 358 CB Z <I W �- 00 Jc000(D 18" RGJ-RCP 0 2.01% �v a � INSTALL 31.78 LF OF INSTALL 25.43 LF OF SDMH 356 18" RGJ-RCP 0 11.89% 18" RGJ-RCP 0 0.16% 356 MMM R/W OI U 328 354 -ZZO Q»> c; 0 354 326 324 00 0 I 0 0 C6 I ^o cd i I a I a c 352 N m ~®� ~ co gMn 352 d- N W)n,) N Cl O .M O W •M ~ °N°� II �r 11 IGo I 350 Z `o- 11) N W N o ,ria I N N 3 '�> z - z "'> �: II n 350 W J00 J00 CJc (U W J: W C3 co O J J Jtb O -i J ;co Z CU>w = CU co Z CU�W N� W W W 53 348 N O mM a ao6 IZ -to N,- d c�Iwti zOR, : Q Lc'wLJL..a r-� 348 ;, 5960 �M 00 �M 00,M J - M ID �L.�O ¢ �'�� m LOLL_O OD �M 346 - +F- w -o o -o ~ + M o � z — = + p +F -M S + w +'- � �Qw m —oz 1"- - w o -0 346 i J F- Z F- Q> Z F- Q ix Q U Qaa o a» U Qaa o d> r -o w F- F- r- O w z F- -n 344 O NZ W cn? W (n? V)zm N (nzz c�(nzo W (nZ .�Ot!• 344 0 342 -� _-- 342 APPROXIMATE /r I FINISHED / 340 GRADE 0 PIPE L - I 340 F 338 i I 338 INVERT 336 + 18" DRAIN 336 334 18" INVERT w o CONSTRUCT DRAIN QI PIPE SADDLE 334 PER C.O.B. BOTTOM OF SUMP Qi N STD. D-9 ELEV.=332.30 w 332 ------------- cn o" 332 UJ Lo 330 NUJ _1 O M 330 af> az 328 328 SECTION A SCALE 1"=50' HORIZ. 12 1"=5' VERT. > I M ABBREVIATIONS CL CENTERLINE N INVERT 332 STORM DRAIN 0ocnw, MANHOLE CB Z <I W �- 00 Jc000(D JUNCTION BOX �v a � 330 SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST � Q MMM R/W OI N o 328 U CY C4 -ZZO Q»> c; I rn --- 326 324 STORM DRAIN M.H. NO. 24 SEE LEFT SIDE THIS SHEET (� CATCH BASIN NO. 20 SEE LEFT SIDE THIS gSHEET SEE LEFT SIDE THIS SHE RA STRUCTURE NO. 2 SEE LEFT SIDE THIS SHEET SEWER MANHOLE NO. 29 STA. 10+05.00, C.L. 5.00LT. STA. 10+05.00, SEWER � INTERSECTION STA. 10+00.00 C.L., WINNIPEG DR.= STA. 10+00.00 C.L., WITHERNSEA LN. LEGEND: WITHERNSEA LANE SEE LEFT SIDE THIS SHEET 20' I I 20' I 30' 30' I5 w 5 I N Ld conn z Of I ko U)oI w z I (n &) wo N oo I m in U u- :� I � 50 49 off I ~ uJ J o I o o Q (n U wN I 6 I I �a I I oLn0 CD 1 ± Q d C/� v, S89'04'33"E S89'04'33"E 11+00 SUMP SEE TRACT NO. 6759 GRADING PLAN FIRE ISLAND DRIVE SEE SHEET 13 i 1 I 20' 20� 1 3 30'! 65 I IS JCD CD 48 47 J I J 46 145 J I p� J 44 43 o� I - - - - — O I o 0 0~ '`� W~ I J J 42 41 40 39 I �^ MATAPAN WAY � I o I o I o 1 0 X 300 0o I o I CD I o I ~ Z Ci ui U) I r - i N I N I 1 rn Z U� rn 1 a; I I o I c' I `� _ 0 0 0 0 NNo Lu CN I o C\j1 o I i c -j I zc-n0 a- .�o= o = o o c, Q WcD I cD o o_ 1-0 Q M I o I o I o r:. I N SEWER CLEANOUT, I + ICN I N I + I ,+� M+ I + I o I I SEE SHEET 13 c I I � Iw �'-� I I :n I I w fQ� Q Q w Fa Fa- a Q cn cn (n (n cn (n (n -] --R/W. Q Q Q 5 I _ — _ -- / � 64 L8"SE FLS o --- - - / � R S 332.21' S89'04'33"E N M S 8" SEWER 332.21' \ - I - - — ---} - S 12+00 13+00 14+00 1L+00 674.42' 16+00 j 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 FIRE ISLAND DRIVE SEE SHEET 13 i 1 I 20' 20� 1 3 30'! 65 I IS JCD CD 48 47 J I J 46 145 J I p� J 44 43 o� I - - - - — O I o 0 0~ '`� W~ I J J 42 41 40 39 I �^ MATAPAN WAY � I o I o I o 1 0 X 300 0o I o I CD I o I ~ Z Ci ui U) I r - i N I N I 1 rn Z U� rn 1 a; I I o I c' I `� _ 0 0 0 0 NNo Lu CN I o C\j1 o I i c -j I zc-n0 a- .�o= o = o o c, Q WcD I cD o o_ 1-0 Q M I o I o I o r:. I N SEWER CLEANOUT, I + ICN I N I + I ,+� M+ I + I o I I SEE SHEET 13 c I I � Iw �'-� I I :n I I w fQ� Q Q w Fa Fa- a Q cn cn (n (n cn (n (n -] --R/W. Q Q Q 5 I _ — _ -- / � 64 L8"SE FLS o --- - - / � R S 332.21' S89'04'33"E N M S 8" SEWER 332.21' \ - I - - — ---} - S 12+00 13+00 14+00 1L+00 674.42' 16+00 j WINNIPEG DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 346 344 APPROXIMATE FINISHED GRADE @ CL ----------------- ------ ------------------------------- ------------------------- - ----------------- 342 ------------------ -- 340 338 FL ~ T J 334, CD 0o I o 1 0 o I 0 o I O I o O R W o_ / I oo I u: Q O 3O Ox -1 , �.6 X O �'�2 -R2 'L a M I rn I I c; I rn I -� I J I I x. X00 \ s' 00 c 00 0 I 0 0 C6 I ^o cd i I cd cj 00 I a c M I ^ 6 I x' r �nTS N I v IGo I M I U-) 00 I 9 ti p °° Q 5 ,I II 52 53 1I 54 ~ I F- I ( � cr) 58 - ;, 5960 v- v , 62 61 i I I -n \ lkV r WINNIPEG DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 346 344 APPROXIMATE FINISHED GRADE @ CL ----------------- ------ ------------------------------- ------------------------- - ----------------- 342 ------------------ -- 326 10+00 �-- INVERT 8" SEWER z W zz INSTALL 332.21 LF OF 8" SEWER ® 0.35% 11+00 12+00 13+00 :w 14+00 l_ INVERT 8" SEWER 33i-91 1 F OF R" CFWFR 0 0-39% 15+00 T.O TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. _ FURNISH & INSTALL SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. mr FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 16+00 346 344 342 I' 340 1 338 cn 336 J I � w n�Q 334 JZ JM�p .N- a,,D 332 4t�M M +��' 330 �OZZ n--- 328 326 L a 340 338 336 INA J 334, CD C5 332 J" 00 O = ZLnO 330 Q O Of 328 Lu Q cn cn 326 10+00 �-- INVERT 8" SEWER z W zz INSTALL 332.21 LF OF 8" SEWER ® 0.35% 11+00 12+00 13+00 :w 14+00 l_ INVERT 8" SEWER 33i-91 1 F OF R" CFWFR 0 0-39% 15+00 T.O TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. _ FURNISH & INSTALL SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. -- D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS ® FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. mr FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 16+00 346 344 342 I' 340 1 338 cn 336 J I � w n�Q 334 JZ JM�p .N- a,,D 332 4t�M M +��' 330 �OZZ n--- 328 326 L a INA �nTS 0 v lkV r 0 N L - - 60 61, p w n J 1\J J r 1 " II „ wo II z za oo - II J ��J J r li o> m z Q - COMMONWEALTH oJ 1\J J r WINNEPEG DRIVE o " J a ca o Z F- AVENUE -" z a } w CD Q Z3: Ft7 H c3 O SEE SHEET 12 J `"a -� o o ~ Na aw N 0 ESMERELDA AVENUE 20' "� w Lo oo w w J SEE SHEET 9 z o MARDAL AVENUE o ; J " Z o _� � a o o z 20' 20' o SEE SHEET 9 x a - J a o co 30' z � w o 'n w U - M E U= J Q ui z W O O w `� u SEE SHEET 6 / eco Z -3 -- -- _ - -- - -.z 30' 30' I o - F cro w o U ++ .yl 5' �-uj w� JJ Jw Q UO 2 J� I - I J LSU �-i �z ZO' I J 1 o OOOo o c5 Iz �ci z cic5 oo I 5'� 5' -Qz cio----�-�-�- - vim. - - - J� +z �� �30 M y I z U-5ui o 00 t o 00 0 0-- Z Ic cio -- � z a 0 0 o I w o 0 20' 20' ++ a 0 oo 0 o� MF'�i I I z o0 4--02.- Oo� z o0 vwi v~iv~i 39 NO 38 yN Q 30' U o� z Tq. I w co co w o w 00 0++ 0 0 30' 1 I~ O o o r_ �_ S rn w w U 00 +� X +(D m NN _ I o 00 ++ I cwn °000 U oo I a NN co! w w �F- w IFuj -- �� Ld �N 0 QQ Q - 04 - 4 I 3 w w -N 2 N ++ t o ++ 1 262)�j`2S4 I I I z QQ z QQ F- F- mow z!�F o po 0' F-- X coo co co 1 cn N cn cn w - cn cn o Q a I o- ;•� z W I m o Qom_ ad F- STA. 17+69.51, 44.45RT. 1� cn cn cn _�R/W c� cn c� cn cn o clj 00 c~iF v~i v~i - 1 c� v~i v~i z a a o Q a w �� 3 ' !� N 00'55'27"E 48.14' -00 6" SEWER 'ao, = o N i - �R/W �- - - / N 'ooi \ R/W c� En V) ci c~i) v~i c~i�,`'� 1 i " �o _ 00 --� - 76 \ N00'55'27 E FL 0cno z --- o I� - �� - N ! 0 26.75' O -� , �o co ro FL b 5' I FL loo IO'SEv�r�R CASEME*JT 56.00' N00'55'27E 13+00 N00'5527"E t F [crN�LP 11 +00 120.00' 12+00 � - -- -- - � - - p _ _ 14+00 N 18 DRAIN 5+00 362.1 T � � - _ � 27 r- 120.00 �- - -- -- - - - +—-N00'S5'27"E 240.00' + - - -- p 1 +0C 17+00 J 25.44' S S - -+ N00'55'27 "E 120.00' N00'55'27"E 120.00' �� a\ 6» SEWER N00'55'27"E 8" SEWER 230.00' - - S S - ` - I - - STq I ,STs 02 moi,76 �J o.., _ �FLL I NO 3513 »E 18" DRAIN "' cv o FL N00'55'27"E 8" SEWER 213.99' �� �� _ - - 76 S89'04'33"E 25.42' - - 1R" I)RAIN L FL J SJ 'yj 4g i9G; �c���G �� - - - - _ S89'04' 33"E : �_ �9 9 F� 991 ' Al 9 C'G ' 62 QF.�� �� moo. / 26.52' w II o o 1 I T a 50.95' P L`�1 z `SFO 6 SE38" `- rn - I / o I co of I o' ao o o 0' tc E o I o I o I o / '9T N o ri I I o O F ro O I O 0i o � M -v- , p� .h`� �* o N 04 o , <t I o o o I ai I o� I o 0 0 o ro I , N cn 6 'O 2 G O N O O O ro N v 0 I rn I 6 0 20. L u O / 5 CQ> !. J. •"o / o I Fri � � z rn o N � N � c� � � ,; � n W O N CV I I I N � Y➢ X O K Wp o oOo 1 Z -� 00 0 ^� o I '`� w N o0 r- � w I o I I N `� rn c50:06 O 1 ��� °XO _ / n cn I F- wN rn z wcwn m w z w w c ui z iw o c 00 rn cr1<1 Ln v I w c5 cU c3 c i > w o n cn ri . <n Z ui 1 + + z� 0x / + I 20' 20' o + -' o o +v I z I + 1 + I N w 0 I co � o 1 Ca OD FJ, F 2 P' o I z aoao o0 oI� ow I r? I co w Oo + + I co of J cp00 C� r r` I O ® � 2 I I Z Q d O m 0 -F W + I O I t 20' U co / 6 4 30' 30' W Q z ori ui W a N + = o o I r' I o- 4 1 ci c° o a A 0 6 3 O co o Q Q z ori ori o I r ?p �O 20 c0 5 a F 0 ++ ++ +I= +�`W I F I '- I a r- r- c I Q 30 N �Lopo ®� �" V a cn F v 1-cn n Z 9 O N MATAPAN WAY o- 6 5 w wo N 0 N- w co o M w I 1 �r o 7 L} `�MOf 68 69 71 72 w N Q m , Q Q 3 Q F- o d v a o- a '� COQUILLE z c> > W o cn J 1\J J r 1 � �� � �� w � � azo 67 70 w �� WAY Z ww WO � � � � N cn cncn a ooww o a 73 � 66 mit N u- W W (n w U) Q O<W of af a- C� (n00w FIRE ISLAND DRIVE 358 356 354 352 350 348 346 344 342 340 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 25.00 LF OF 18" RGJ-RCP ® 0.20% INSTALL 362.17 LF OF 18" RGJ-RCP 0 0.22% F-: SEINER o �o F Of o Lo0 N CD o uo O O w NON JCO- Z 0W) Z Z Un UnO ~ 332 ©o00 wUo_ -jcoc Z� - w = U-Oo 2c3-co,Jco_ O0 h M =r7 w �ozz -i N- � O�(N n- =c3 oar -co Lo - z cDm t ZO0)� - Z��N Ld N of n-po QfOMM INSTALL 56.00 LF 0 O +Hr's O+�—po 6" SEWER ® 1.00% INSTALL J = C3�co N� .Oz ��OZ N� O+I-C") + of od»od>j SEWER @ -1.00% gcoOz M CD ®o 6 F- N ~zz ~~Zz (n__ Ncn_- od» m j APPROXIMATE FINISHED GRADE ® CL F F F F INVERT 18" DRAIN INVERT 18" DRAIN 338 INVERT g SEWER -�— . _—_ . 336 INVERT L INVERT 8" SEWER A7IR 8" SEWER - -- 324 10+00 F-: SEINER J W v Of o Lo0 N CD o uo 334 o�3z< JCO- Z Z W Z Un UnO ~ 332 ©o00 °,* Z 356 z QO ui n 00 06 w �� 330 O0 h M =r7 w �ozz -i w w ~ U+F- O g+MF-n �— > w 328 Ld N U) z > W INSTALL 56.00 LF 0 326 U) cn 6" SEWER ® 1.00% 324 10+00 11+00 358 F-: SEINER r= v Of o Lo0 N Of Lo O Lci Z tri �9: Z Jo O co Z Jcne Z ao N :Uao Law62cD N00 356 -<t w cq co Q Z r7 O0 h M =r7 O O) EDO) wi -i Q 1 ,t ~ U+F- O g+MF-n M.H. O w-0 :3 w.-ZOZ N O > W > w»> O 6,1 Z oo!�' z (n U) cn cnz zz INSTALL J = C3�co � ZUwW 53.13 LF OF = ob M 06 0o w ori of z Mn w�r7 6" SEWER @ -1.00% Q' o"� 11+00 358 INSTALL 20.42 LF 358 358 OF 18" RGJ-RCP 356 STORM DRAIN ® 0.15% MANHOLE 356 356 -1Lo Lo o �Od� 356 354 N O 0 V) F-:cq ~' 354 EXISTING o 0 0 � 0 J�J RIGHT OF WAY M.H. Co CD o 4 K) co O� O W N� 352 O 6,1 Z oo!�' 64 "' J o 352 N o W J 352 BASIN J = C3�co � ZUwW m ao U (3� = ob M 06 0o w ori of z Mn w�r7 350 o M r' Q' o"� CD ®o 6 350 z m + cn U co w N 350 X (D n O NSM ��w U Nwcn a toxo +F- 324 348 �oz Q -�� o `r'o 348 0 U HOW Z H> 346 (n V)zz �¢¢ cnzo w cnz 346 r 0 346 344 344 _ _ _ 344 344 F. FF F 342 342 -- 342 342 340 340 340 INVERT INVERT 338Z 0 18" DRAIN DRAIN 338 z 18" 338 Lo �uj 336 336 of 336 I 334 `� 334 � SECTION 334 SECTION SCALE 1"=50' HORIZ. 13 1"=5' VERT. INSTALL 230.00 LF OF 8" SEWER ® 0.35% 12+00 13+00 "=5' VERT. 14+00 U) 3:= 00 MOco I\oor- AMM 0Zz zzz INSTALL 213.99 LF OF 8" SEWER ® 0.35% 15+00 16+00 LEGEND: INSTALL 50.95 LF OF CL 358 18" RGJ-RCP ® 0.49% 358 356 STORM DRAIN MH MANHOLE 356 CATCH BASIN -1Lo Lo o �Od� SEWER MANHOLE 354 N O 0 V) 0) � � ~' 354 EXISTING Z �OOw m J00 0 J�J RIGHT OF WAY M.H. = UOO U Cj� Z U>W O W N� 352 rl N �, ,� N o W J 352 BASIN Z SON w f� Q O - m OLO = ob M 06 0o w ori of z Mn w�r7 m N�-* + n d NF"7 _. 350 0 F- CD -D + u- cD + cn U co w N 350 r Oz O �0 Q '_<W[ifW 324 348 O zzz U �w �z O USW- Cu)zo 348 3 346 344 FF #f 344 F 342 -- 342 340 340 INVERT 0 18" DRAIN 338 z 338 cn 336 of 336 u- 334 � 334 SECTION E SCALE 1"=50' HORIZ. 13 "=5' VERT. 14+00 U) 3:= 00 MOco I\oor- AMM 0Zz zzz INSTALL 213.99 LF OF 8" SEWER ® 0.35% 15+00 16+00 LEGEND: j- .11-1 ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE j- .11-1 358 S 356 & INSTALL SEWER 354 0 352 & INSTALL SEWER 350 v, 348 lb SW -4. K FURNISH & INSTALL SEWER 346 344 342 FURNISH 340 �6vE ESR 338 FURNISH & INSTALL STORM C) 336 O W N� TYPE "B" PER C.O.B. N W) Lo 334 C5-41 zww & INSTALL CATCH BASIN t O c m O�aO tpn ZON 332 = ob M 06 0o w ori of z Mn w�r7 +�top'o oz? 330 cni zNz 328 INSTALL 67.70 LF OF 6" SEWER 0 1.00% 326 324 17+00 j- .11-1 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS 0 FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 0 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. FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. J J� J r PACKWOOD DRIVE SEE SHEET 10 bi w - j 1 -- ---.-_ Q C3--- -_ 04 D cli LLl z I 0 0 I o m j m+ I zl I z 61 30' 30' I g w Of w 20' 20' I 31 I 30 CD `� v'- R/W�' z w � INTERSECTION � > U STA. 11+20.11 C.L., MONHEGAN WY.= 0 No M FL I I STA. 11+20.00 C.L., PACKWOOD DR. c� I Z S89'04'33"E 12011'11+00 _ } —�-�- - - - ----- __ --I > C) S89'04'33»F 125.11' cn �� N 18" DRAIN I I o FLS-- R/W Iw i � I � c:l'U' 32 33 rr II d I I J� O OLLI 1 � O N I )�j LLQ z 0 o o z J 60 �Z I Z CSO z `-------- Q wn I C) � vo kf o------ rnrn J ao + + ' � `n - \ I ` O No to O SO 0 ++ -- -- n N O QQ ~ 0) O v~i (n En 0 o � cn cn N O Z cio MONHEGAN WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 INSTALL 125.11 LF OF 356 18" RGJ-RCP ® -0.15% 354 354 352 w o 352 �s CD Z 00 00 350 cj - o 350 CL 0 raj Z N O rr�j 348 QOM 0' �F%� z+_ cn + j 348 z0 m o 346 ��z APPROXIMATE FINISHED ��zz 346 cncn_ GRADE ®CL ----- rn_ 0 344 - - J 344 � C3 342 Zo i 342 :Do 340 mlo 340 of 338 ~�N 338 336 336 334INVERT 18" DRAIN 334 332 10+00 11+00 332 D 12�v1 5loN 5-S- / APPROVED 6`y: G _ r3 L.a INC n/Ep71�/�� 2. c, � 55/02, bQ'7C SECTION DESIGNATION: SECTION LETTER -- -- -A 2 APPRaVE:D E5y: SHEET WHERE SECTION IS SHOWN(p-/obf j PATE / DANIEL PAD(LLA R.c.E; / 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. II VrSrllelr rrNArJVr ADDISON WAY cl o r SEE RIGHT TRA \" - ' 6969 FUTURE STREET o Lo a a 0 30 0 31 32 0 a 33 34 �z I J I Z) _ CJ ' LLI o M ,�� I I I of I d I -' J � �� -j o I w I Q r`) N I r7 z �a c� - - ci o- -a �i --- - -- --- -- ----I O w I O f I �' (D 0(o 1 O ' Q Z N N Z N W N N O + c0 I� I W N I x N to I ~ M Q cD c0 O c0 I= O o + 1 + I c0 1 I co � ,+� W I 'n I Z, ��, m I w W I N m O I 1 + + +- W 3 W O M 2 1 O++ + cnip 0 a I N I ci w� o O �� u I `�I z V) V) a a Z �� Iz I m a m V) cn --- _-.- I o I- - -- -- - - -- _- o cn (nU)cn 0 z FUTURE z I FUTURE INTERSECTION i I R/W Ln R W STA. 10+00.00 C.L., FLAMENCO WY.= 1 SY i- - - - - - - 11 +00 _ _ _ _ _ _ _ _ 12+00 - - --'n N _ _ _ 13_+00_ I _ / 14+00 STA. 17+20.50 C.L., ADDISON WY. I - - _ - I - S89'04'33"E 326.23'- �- - -I L - - - - - - - - - -W- 3 - - S g S89'04'33"E - -I - -130.. W- — 3 20' WIDE SEWER EASEMENT - - - - - S89'04'33"E 8" SEWER326.35' _ _ _ S89'04'33"E 8" SEWER TO E DEDICATED BY I � FUTURE ---------- BY SEPARATE INSTRUMENT 5'I 'n R/W - --- - - - -- -- - -- I I II of o 0 0 0 0 0 N. o -- - o- -- 2 I N1 X00 N I m CD o Iii o M �W I N N N I N I N I V3 �� N 1 N J I I I z-iw o 00 I I IZ -3: I d JW C M I I I i w m N C° o I 0` I 00 cv cn -- -- I I Ld Joco co rn0i o+ + 1 + + I �+ I r+) Io 0N+ I + I i Q oo 29 28 ¢ I Q 27 Q 'Q n oo 126 25 , 24 ++ Q 23 122 ADDISON WAY `� "' co SE RIGHT w w V)� N V) (n V) (ncn 358 INSTALL 20.00 LF OF 358 8" SEWER ® -0.35% 356 I ; 356 C5 o O0 F-: C3 354 0 6 3 354 O -j P'j w Z J 00= - 0_ 352 Ci C5 U � 00 co 352 0 c;-nd Op cV 00 cV aMr'-) Sr7�NN M.H. 350 :D+- :� +r- � rn 350 OPO00 ��0zz r20 I 71 Lo� 348 INVERT 8" SEWER 348 o 0 -- R/W v~)w I 346 -�-- Z 344 i 344 342 C)) X0 342 340 0 00BY 340 338 N++ 338 336 o o 336 Q»> Q + 334 30I 334 U _�I } z W � 332 Q 332 I J � —L ' 330 330 328 8" SEWER 328 INVERT 8" SEWER 326 326 SECTION F SCALE 1"=50' HORIZ. 14 1"=5' VERT. 356 354 352 350 348 346 __-- 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 10+00 FLAMENCO WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL J]NIT 5 I 1n y r JINN r 2 O � u w� I ; Y C5 o PACKWOOD DRIVE MNN ZMMC4N c� SEE SHEET 10 20' 20' J O Z 30' rn 30' 4:o — s �_�...-.Q ci 0 w I N IN S00 i INSTALL 326.35 LF OF 8" SEWER 0 0.35% L6 Lo- Lo r - J 1\1 IT 2 M.H. Z ^� O I FLOWLINE m0 �^ wOf I 71 Lo� INVERT 8" SEWER o 0 -- R/W v~)w I II -�-- Z - z 1 i 4"DRAIV C)S89_r0� I FL 04'33 E - 0 M 4 15+00 126.53' `o - p i S89'04'33""E 120.18' FR,'4w 250.07' L,— - - ¢ ,t w 70 u� II I 1n y r a- w LO O N o a0 w� I ; Y MANHOLE <0 I MNN ZMMC4N JUNCTION BOX SMH 20' 20' J J (U U 30' rn 30' 4:o PACKWOOD DRIVE rl oN SEE SHEET 10 INSTALL 326.35 LF OF 8" SEWER 0 0.35% ELEVATION Lo r - J 1\1 IT 2 M.H. MANHOLE N N FLOWLINE INSTALL 126.53 LF OF 24" RGJ-RCP ® -0.15% V• APPROXIMATE EXISTINGG d> i ® GROUND 0 FUTURE CL )y1®V NNz ----------------- ---------------------------------------APPROXIMATE FINISHED ------------------- - GRADE ® CL _ ---- -�__------------ � � 1 1 I 1 1 1 1 _ IN` VERT 24" -DRAIN INVERT 8" SEWER- U) �� Zw 0Z�,) CENTERLINE 00= _ z 00= rn 0000 W _ va, 00 00 MH MANHOLE ,boo 04 C404 MNN ZMMC4N JUNCTION BOX SMH SEWER MANHOLE 0z: wM�ZZ SEWER CLEANOUT SDMH STORM DRAIN MANHOLE uj :z Z INSTALL 326.35 LF OF 8" SEWER 0 0.35% ELEVATION X121\113, 11+00 12+00 13+00 r 1 1 1 , _.� 1 INVERT 8 SEWER 1 I IJ �Iv do rl co 0°1� U1— Q afI� INSTALL 250.07 LF OF 8" SEWER ® 0.35% 14+00 15+00 T.O 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. © 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. FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. SECT10N DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN V) : 00 04 4-- -04 )-d-rri iM �M )M� :z: :D 0 _zz 2 SEWER MANHOLE NO. 6 STA. 15+81.32 C.L., 5.00RT.= STA. 15+81.32, SEWER I 3 I I o- � 10- O L0 I Z .00 L,4—,' -3r--0000 OO,Nr-a0 =2 N QQ 00 MNfl) MM +F-Mr7 wa�0zz O 3�Q»> WD ~ Z Z Z 16+00 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 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 VESTING r E 1\1 fA/ rJV r ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE 12+00 13+00 r 1 1 1 , _.� 1 INVERT 8 SEWER 1 I IJ �Iv do rl co 0°1� U1— Q afI� INSTALL 250.07 LF OF 8" SEWER ® 0.35% 14+00 15+00 T.O 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. © 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. FURNISH & INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. SECT10N DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN V) : 00 04 4-- -04 )-d-rri iM �M )M� :z: :D 0 _zz 2 SEWER MANHOLE NO. 6 STA. 15+81.32 C.L., 5.00RT.= STA. 15+81.32, SEWER I 3 I I o- � 10- O L0 I Z .00 L,4—,' -3r--0000 OO,Nr-a0 =2 N QQ 00 MNfl) MM +F-Mr7 wa�0zz O 3�Q»> WD ~ Z Z Z 16+00 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 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 VESTING r E 1\1 fA/ rJV r ADDISON AVENUE SCALE: 1" = 50' HORIZONTAL 'A` — 1" = 5' VERTICAL 342 RA CT 1\1J, JJ JJ 338 u3 --- 334 332 344 �W 328 n r 326 340 Z 338 O 322 WORCESTER o WAY C) o RIGHT m0 — v 330 w 316 ISEE INVERT 8" SEWER ouj E0 D 0 I 1 1 - ' JJ U 0 0 2 J 1 3 J I Q`` 4 1 5 S' WIDE SEWER EASEMENT Z 4 I JJ20' TO BE DEDICATED BY C)) X0 �16 o im r co 0 00BY SEPARATE INSTRUMENT' 1-�wic-,L: N++ 0 Boz z o o 320 Q»> W �� + 71STALL c~) 318 Z (c~nc~n _�I } cn ++ I w r0FUTURE � = (&I m \ - I I z ' —L ' 20, I U) - - - cn c� v)(n FUT'RE R W 8" SEWER 15'- -� I 5'NO2'11'26"E 15+00 20.00' 8" SEWER - -- - - -L— 1 ---- 17+011'26"E 20.Q0' - _L---- NO2'11''26"E 12003'- -i 18+]0 K FUTURE - - - �n 8" S_EWE m _ N0211'26"E ___R/ 120.03' --FER TO ASHE ROAD TRUNK SEWER PLANS - II — -- �--IIIII C) II I I �), FUTURE_. OR CONSTRUCTION OF THIS MANHOLE AND 01 R/W 33��' "'L0 29 M�0 I00 0 J J 42" TRUNK SEWER IN ASHE ROAD 1 af "'W 30 1 Q_ () N3. Z J UN I O -Lj Z JW I 1 U' I J �� W m00 I J (,cn ( 1 I I JW I o C3 V) z yrs o `n ' _ -" - - - - 15' 1 0 za rn 0)I z ori ori I � z co co Q O �n ,nLo Lo I I r in w FLAMENCO WAY m N (n cn cn cn a Q SEE LEFT 5 338 � N V) V)V) ADDISON AVENUE SCALE: 1" = 50' HORIZONTAL 'A` — 1" = 5' VERTICAL 342 340 338 336 --- 334 332 344 330 328 1" = 5' VERTICAL 326 340 324 338 322 L 320 c 332 318 — v 330 INSTALL 20.00 LF OF 316 8 SEWER ® -0.35% APPROXIMATE EXISTING - - - FGROUND 0 FUTURE CL 88" SEWER--� )z �ri3U) o z ao z J=00 io wUMDo J C0-"�s7 )c0 =u7 (0u) )M Q�MN I— + M O w -0z Li �» �z �zz INSTALL 120.03 LF OF 8" SEWER 0 0.35% 16+00 17+00 V F ��1 r r 1�l r r J r TRArr x\10, 6969 u n 00 of z w ASHE ROAD �� uN ADDISON AVENUE Of uiry om on SEE LEFT �¢ I �Q I III I v� I z U�� 20'I 1 �� Z Of o o N o -t 5' 1 L� wl I w of w oo I I I 15 cn� � o++ � �� Ct N(0 0.1 � FUTURE z �FQ ) I I SNI I 21� ui R/W c� m N III I I 20' WIDE SEWER EASEMENT I ml TO BE DEDICATED BY L��JJJ 5t I I BY SEPARATE INSTRUMENT I I -------- -- 501.43'-- I --- S S89'04'33"E 8" SEWER c11.34' L-- -- -------------- — --- I 1 1 8" ' SEWER �- vwiwQ FUTURE II _ �� * / 1 3 �zw Li rn o i R W o W I o � o a (Til o "� ?mow II/I 1 p '� '' ir N I N O J W I ZC� F, J W O�ZC-4 LLI J UN I W C) I O' J J of Z W I O o006 0) 0� I O M C I Z 0_ U O z I U =00w I ' Q -- o°Oo <[)f I ++ ! ++ I ¢ o Z 0 O_ 0) O N N ~ Q Of z ASHE ROAD W Q Q ADDISON AVENUE m NLLJ ui J V)�(n cn N F- SEE LEFT _ La 0 * NOTE: SEWER MANHOLE NO. 35 cn U) CONSTRUCTED OVER THE EXISTING ASHE ROAD TRUNK SEWER SHALL BE FULLY LINED WITH AN APPROVED P.V.C. LINING SYSTEM. N WORCESTER WAY - 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 cn 316 M o Z Z oo "'mow 314 WZ Z � ZOao00p O m O) rM 312 0a g -HM O� +z, t -w rnOz a 310 w <» acn cnzz 10+00 SCALE: 1" = 50' HORIZONTAL 348 r -------- --- 346 344 342 1" = 5' VERTICAL 340 338 336 334 332 330 328 INVERT 8" SEWER 0 0 326 0 0 324 v,O0000 O_ 000 Q "mtnulo �N �16 o im r co Q to Q eri I� 322 NN +1--- r7 M � MN + M Boz z O r z 320 Q»> m > Q> NZ v 71STALL 318 20.00 LF OF 8" SEWER 0 0.35% 316 .:348 18+00 ��P V F ��1 r r 1�l r r J r TRArr x\10, 6969 u n 00 of z w ASHE ROAD �� uN ADDISON AVENUE Of uiry om on SEE LEFT �¢ I �Q I III I v� I z U�� 20'I 1 �� Z Of o o N o -t 5' 1 L� wl I w of w oo I I I 15 cn� � o++ � �� Ct N(0 0.1 � FUTURE z �FQ ) I I SNI I 21� ui R/W c� m N III I I 20' WIDE SEWER EASEMENT I ml TO BE DEDICATED BY L��JJJ 5t I I BY SEPARATE INSTRUMENT I I -------- -- 501.43'-- I --- S S89'04'33"E 8" SEWER c11.34' L-- -- -------------- — --- I 1 1 8" ' SEWER �- vwiwQ FUTURE II _ �� * / 1 3 �zw Li rn o i R W o W I o � o a (Til o "� ?mow II/I 1 p '� '' ir N I N O J W I ZC� F, J W O�ZC-4 LLI J UN I W C) I O' J J of Z W I O o006 0) 0� I O M C I Z 0_ U O z I U =00w I ' Q -- o°Oo <[)f I ++ ! ++ I ¢ o Z 0 O_ 0) O N N ~ Q Of z ASHE ROAD W Q Q ADDISON AVENUE m NLLJ ui J V)�(n cn N F- SEE LEFT _ La 0 * NOTE: SEWER MANHOLE NO. 35 cn U) CONSTRUCTED OVER THE EXISTING ASHE ROAD TRUNK SEWER SHALL BE FULLY LINED WITH AN APPROVED P.V.C. LINING SYSTEM. N WORCESTER WAY - 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 cn 316 M o Z Z oo "'mow 314 WZ Z � ZOao00p O m O) rM 312 0a g -HM O� +z, t -w rnOz a 310 w <» acn cnzz 10+00 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL - b� C> C>_ J Q M I U - 350 a 0 v W ,�o� .:348 �S�O� • ��P APPROXIMATE EXISTING GROUND 0 FUTURE CL <O 344 342 m --FER TO ASHE ROAD TRUNK SEWER PLANS " OR CONSTRUCTION OF THIS MANHOLE AND 42" TRUNK SEWER IN ASHE ROAD 340 )TE: SEWER MANHOLE NO. 35 )INSTRUCTED OVER THE EXISTING THE ROAD TRUNK SEWER SHALL 338 FULLY LINED WITH AN APPROVED V.C. LINING SYSTEM. 336 334 V, Z: 0 -' 'ss - 332 w 330 : } =1 -- 328 .s _: 1326 ' INVERT 8" SEWER z NOTE: - 324 CONTRACTOR TO VERIFY - LOCATION AND INVERT ELEV. o ., OF EXISTING SEWER LINE 322 BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 320 Z 318 �c C> (L cr � 316 Z-jco 4 H oNN� cocc — 314 ® C/3 W Q cl C, O + oz: -- 312 L1.1 O O 3Q jj C �% 3 ui `nV)ZZ 310 •G INSTALL 211.34 LF OF 8" SEWER @ 0.35% f O z < od I 308 = w W _----` 11+00 12+00 Z /I lll�- CL% ( t 1