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HomeMy WebLinkAboutC401 Sanitary Sewer Plan & Profile915 910 905 900 895 890 885 880 875 00 177 BLOCK "A" COMMONS 0 ELL CD n �D 1 LB; O 0 00 X X n O L J 1 i T, 00 2/ 2/ O LED TN 1 1 -/f; r 77?// /i R c D BF0U' Cji CD ij c2- Q v2 O 2/ F L• co Do O O Z Fri k o J r- 7/ 0 cif EJ 3 O 3D 31 CJ1 cE DEJ ("1 C.�50 SA\ 7 31 7/ 01 {v 0 N CO CO O N 73 7 2/ Q O i U- SA\TARY SLWE PEA E TARP SI- WI R PROFIL1- V 74 Ic y i T X, NC 11 1 9 1 urEL r' T F' 9 i"3 45 G BLOCK "B" COMMONS 45% E -T N S C',U 'ANI L_ A /1 Sr OTSWOOD STREET B, P V C 45 EL J Z 2/ 72 2/ a7— O Epp C y f 45 CT O O OD CD Z Existing Grade New Grade W O Q Q Z Q 3 D O L7 C0 co css r U (JD 5 HOLEY MOLEY SAYS DON'T DIG BLIND" "IT'S THE LAW" 54,j 2 v "O'RKNC DAYS BEFORE YOU DIG 1- 800 382 -5544 CAA TOLL ~GE PER ND ANA STA.. LAW I5 59 -1991. T 'S �;A'NST _F DO El_ XCA.VA 1 Wl THOU THE UNDERGROUND LC :!5A F ON SEP` .CE TWO (2) WORKING DAYS BEFORE COMMENCING, `ORK. CON /2 THE CITY 05 CARM "E1_ UTILITY DEPARTMENT AE 317) 5T-2548 FOR I_ E !._OCA Tl/25 /2 0I '.Y WA MAINS. ID Z z m O 72 Cn z Granular Backfill 3CV_RACTOR TO FIELD `/E :5Y INVERT PRIOR 10 CONSTRUCTION. 0.42% 8 "PVC CC9NNF C TO EXISTING 10' OF EXISTING 8" PVC STUB 23 0 s Z Q 2/ z 7 2. Ali. CONS 1 RUCTION ACTIVITY ON THIS SITE TO BE PERFORMED 53 COMPLIANCE WITH APPLICABLE C.S.H.A. STANDARDS FOR WORKER SAFETY. J. IT 5/HALL BE THE CONTRACTORS RESPONSIBILITY 7 0 FIELD VER 55 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING' TREES. 6, WYES AND LATERALS TOO BE 6" RIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE U TILER' AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE, THE END OF THE LATERAL SHALL BE :'LUGGED OR CAPPED, UNLESS OTHERWISE NOTED, 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OE THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS RALS BE CLOSER TI FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED, SCALE: 1"5O' ,n LCD rEE O O LCD N 2/ 00 X L 0 LJ TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND SFATE STANDARDS. ALL WYE, LATERAL AND PROFILE STATIONS ARE ROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 0' 0.7 O 00 O co 1 0 X X L_J Z Z SCALE: HORZ.: VE R T. L 1 =50' 1 =5' 910 915 905 900 895 890 885 880 875 \\\0,00 11 milli/0N 0N T. e \O. 0000075 STATE 05 v /ANAL /I 1! l l I I l l 11111110o DATE: 7/02/04 THIS DRAWING AND THE PEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE TIRE Ex uSIVE INTELLECTUAL =CTUAL /ROPER IY O THE SCH J'E :DE R C FBORP,EICN, AND ARE NOT TO USED GE' PEPRCD OED, IN WHOLE OR IN PAR I WI HIHS THE WR,TTEN CONSENT OE THE s hi!,EDE CORPORA I ION. 5) 000YR'C.i BY THE SCHNEIDER 0U'0H ?004) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z z 0 0) z 02 Village of WestClay SECTION 9004 BRENWICK DEVELOPMENT CO. j y I Sheet C801 umbe Number 6 Description Precast Reinforced Concrete Manhole C801 9 C801 10 C801 11 Sanitary Sewer Bedding Detail Service Connection for Shallow Sewer Wye Lateral Capping Detail all C 7 ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH COMPACTED GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. 915 910 905 900 895 890 885 880 875 00 177 BLOCK "A" COMMONS 0 ELL CD n �D 1 LB; O 0 00 X X n O L J 1 i T, 00 2/ 2/ O LED TN 1 1 -/f; r 77?// /i R c D BF0U' Cji CD ij c2- Q v2 O 2/ F L• co Do O O Z Fri k o J r- 7/ 0 cif EJ 3 O 3D 31 CJ1 cE DEJ ("1 C.�50 SA\ 7 31 7/ 01 {v 0 N CO CO O N 73 7 2/ Q O i U- SA\TARY SLWE PEA E TARP SI- WI R PROFIL1- V 74 Ic y i T X, NC 11 1 9 1 urEL r' T F' 9 i"3 45 G BLOCK "B" COMMONS 45% E -T N S C',U 'ANI L_ A /1 Sr OTSWOOD STREET B, P V C 45 EL J Z 2/ 72 2/ a7— O Epp C y f 45 CT O O OD CD Z Existing Grade New Grade W O Q Q Z Q 3 D O L7 C0 co css r U (JD 5 HOLEY MOLEY SAYS DON'T DIG BLIND" "IT'S THE LAW" 54,j 2 v "O'RKNC DAYS BEFORE YOU DIG 1- 800 382 -5544 CAA TOLL ~GE PER ND ANA STA.. LAW I5 59 -1991. T 'S �;A'NST _F DO El_ XCA.VA 1 Wl THOU THE UNDERGROUND LC :!5A F ON SEP` .CE TWO (2) WORKING DAYS BEFORE COMMENCING, `ORK. CON /2 THE CITY 05 CARM "E1_ UTILITY DEPARTMENT AE 317) 5T-2548 FOR I_ E !._OCA Tl/25 /2 0I '.Y WA MAINS. ID Z z m O 72 Cn z Granular Backfill 3CV_RACTOR TO FIELD `/E :5Y INVERT PRIOR 10 CONSTRUCTION. 0.42% 8 "PVC CC9NNF C TO EXISTING 10' OF EXISTING 8" PVC STUB 23 0 s Z Q 2/ z 7 2. Ali. CONS 1 RUCTION ACTIVITY ON THIS SITE TO BE PERFORMED 53 COMPLIANCE WITH APPLICABLE C.S.H.A. STANDARDS FOR WORKER SAFETY. J. IT 5/HALL BE THE CONTRACTORS RESPONSIBILITY 7 0 FIELD VER 55 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING' TREES. 6, WYES AND LATERALS TOO BE 6" RIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE U TILER' AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE, THE END OF THE LATERAL SHALL BE :'LUGGED OR CAPPED, UNLESS OTHERWISE NOTED, 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OE THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS RALS BE CLOSER TI FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED, SCALE: 1"5O' ,n LCD rEE O O LCD N 2/ 00 X L 0 LJ TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND SFATE STANDARDS. ALL WYE, LATERAL AND PROFILE STATIONS ARE ROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 0' 0.7 O 00 O co 1 0 X X L_J Z Z SCALE: HORZ.: VE R T. L 1 =50' 1 =5' 910 915 905 900 895 890 885 880 875 \\\0,00 11 milli/0N 0N T. e \O. 0000075 STATE 05 v /ANAL /I 1! l l I I l l 11111110o DATE: 7/02/04 THIS DRAWING AND THE PEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE TIRE Ex uSIVE INTELLECTUAL =CTUAL /ROPER IY O THE SCH J'E :DE R C FBORP,EICN, AND ARE NOT TO USED GE' PEPRCD OED, IN WHOLE OR IN PAR I WI HIHS THE WR,TTEN CONSENT OE THE s hi!,EDE CORPORA I ION. 5) 000YR'C.i BY THE SCHNEIDER 0U'0H ?004) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z z 0 0) z 02 Village of WestClay SECTION 9004 BRENWICK DEVELOPMENT CO. DATE: 7/02/04 PROJECT NO.: 1238.9004 DRAWN BY: DCC CHECKED B SHEET TITLE: SANITARY SEWER PLAN PROFILE I DRAWING FILES: N: \1238 \9004 \DWGS \C401- 402.DWG XREF: 9004 BS.DWG XREF: 9005- BS.DWG XREF: 9007- BS.DWG XREF: 9006- B- BS.DWG XREF: NOR- BS.DWG XREF: SANITARY.DWG SHEET NO.: 4 all 915 910 905 900 895 890 885 880 875 00 177 BLOCK "A" COMMONS 0 ELL CD n �D 1 LB; O 0 00 X X n O L J 1 i T, 00 2/ 2/ O LED TN 1 1 -/f; r 77?// /i R c D BF0U' Cji CD ij c2- Q v2 O 2/ F L• co Do O O Z Fri k o J r- 7/ 0 cif EJ 3 O 3D 31 CJ1 cE DEJ ("1 C.�50 SA\ 7 31 7/ 01 {v 0 N CO CO O N 73 7 2/ Q O i U- SA\TARY SLWE PEA E TARP SI- WI R PROFIL1- V 74 Ic y i T X, NC 11 1 9 1 urEL r' T F' 9 i"3 45 G BLOCK "B" COMMONS 45% E -T N S C',U 'ANI L_ A /1 Sr OTSWOOD STREET B, P V C 45 EL J Z 2/ 72 2/ a7— O Epp C y f 45 CT O O OD CD Z Existing Grade New Grade W O Q Q Z Q 3 D O L7 C0 co css r U (JD 5 HOLEY MOLEY SAYS DON'T DIG BLIND" "IT'S THE LAW" 54,j 2 v "O'RKNC DAYS BEFORE YOU DIG 1- 800 382 -5544 CAA TOLL ~GE PER ND ANA STA.. LAW I5 59 -1991. T 'S �;A'NST _F DO El_ XCA.VA 1 Wl THOU THE UNDERGROUND LC :!5A F ON SEP` .CE TWO (2) WORKING DAYS BEFORE COMMENCING, `ORK. CON /2 THE CITY 05 CARM "E1_ UTILITY DEPARTMENT AE 317) 5T-2548 FOR I_ E !._OCA Tl/25 /2 0I '.Y WA MAINS. ID Z z m O 72 Cn z Granular Backfill 3CV_RACTOR TO FIELD `/E :5Y INVERT PRIOR 10 CONSTRUCTION. 0.42% 8 "PVC CC9NNF C TO EXISTING 10' OF EXISTING 8" PVC STUB 23 0 s Z Q 2/ z 7 2. Ali. CONS 1 RUCTION ACTIVITY ON THIS SITE TO BE PERFORMED 53 COMPLIANCE WITH APPLICABLE C.S.H.A. STANDARDS FOR WORKER SAFETY. J. IT 5/HALL BE THE CONTRACTORS RESPONSIBILITY 7 0 FIELD VER 55 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING' TREES. 6, WYES AND LATERALS TOO BE 6" RIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE U TILER' AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE, THE END OF THE LATERAL SHALL BE :'LUGGED OR CAPPED, UNLESS OTHERWISE NOTED, 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OE THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS RALS BE CLOSER TI FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED, SCALE: 1"5O' ,n LCD rEE O O LCD N 2/ 00 X L 0 LJ TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND SFATE STANDARDS. ALL WYE, LATERAL AND PROFILE STATIONS ARE ROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 0' 0.7 O 00 O co 1 0 X X L_J Z Z SCALE: HORZ.: VE R T. L 1 =50' 1 =5' 910 915 905 900 895 890 885 880 875 \\\0,00 11 milli/0N 0N T. e \O. 0000075 STATE 05 v /ANAL /I 1! l l I I l l 11111110o DATE: 7/02/04 THIS DRAWING AND THE PEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE TIRE Ex uSIVE INTELLECTUAL =CTUAL /ROPER IY O THE SCH J'E :DE R C FBORP,EICN, AND ARE NOT TO USED GE' PEPRCD OED, IN WHOLE OR IN PAR I WI HIHS THE WR,TTEN CONSENT OE THE s hi!,EDE CORPORA I ION. 5) 000YR'C.i BY THE SCHNEIDER 0U'0H ?004) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z z 0 0) z 02 Village of WestClay SECTION 9004 BRENWICK DEVELOPMENT CO.