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Home My WebLink About04090014 Townhomes at Guilford, Construction Plans pg. 181 1 1 PP V, LLC 9551 Delegate's Row, Indianapolis, Indiana 46240 Sheet Detail Number Description P C802 1 E 1 C802 2 Sanitary Sewer Bedding Detail 1 860 855 850 845 840 835 830 825 820 LJ '/4U 363' 0.73% 8 "PVC 0 w 34' A LESS EASEiAENT BUI ING 9 1 1 0901 10902 1 0903 0904 gip °L. MEE li' W 0 co CD 1-- C/ w z 0009 03 O c C) CT; 00 N-) 3 00 z o U Z Z 51' 0.42% 8 "PVC m CL Cf WYE LAT. I WYE LAT. WYE LAT. I WYE LAT. 3+62 1 3+38 1 3 +13 1 2 +89 BUILDING 14 I I I 1404 i 1403 i 1402 1401 o (Si oi r-- NO o 03 me zz o I 1 1 1 BUILDING 8 1 T I I 0801 1 0802 1 0803 1 0804 1 0805 WYE LAT. 1 WYE LAT 1 WYE LAT. 1 WYE LAT. 1 WYE TAT. WYE LAT. 1 WE LAT. I WYE LAT. 1 WYE LAT. MI 2 +90 2 +66 2 +42 2 +17 1 +93 1 +49 1 +25 1 +00 0+76 N n IV LAN V W Q vy 10' BUILDING SETBACK DI WATER MAIN da 91111911111911111 so DU& r WYE LAT. r WYE LAT. rWYE LAT. I WYE k' LAT. 1 WYE LAT. 2 +45 1 2 +20 1 1 +94 1 1 +61 1 1 +48 BUILDING1 1 1 1 1 1505 I I 1504 i 1503 1 1502 1 1501 I I I 1 1 WYE LAT. WYE LAT. WYE LAT. WYE LAT. WYE LAT. 1 +03 1 0+77 1 0+55 1 0+31 1 0+07 1 BUILDING 1 1 1 1 1 1 1 I I 1505 1504 i 1503 i 1502 1501 DUB SA \ITARY SEWER PLA\ 1111 I p f ur 34'AGESS EAN3 ENT 0 SA\JTARY SEWER PROFILE 34' A GUILFORD COMMONS DRIVE 11 1 111 1 11 CESS FASFe,4FNT 0 CO 10 BU 0d C)) 00 Oi O c0 l_c 00 0 U z 99' U io W 0 z 0.85% 8 "PVC U z Existing Grade New Grade Granular Backfill HOLEY MOLEY SAYS "DON'T DIG BLINDn O 'IT'S THE LAW" 6. CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CONTACT THE CITY OF CARMEL UTILITY DEPARTMENT AT (317) 571 -2648 FOR FIELD LOCATIONS OF CITY WATER MAINS. T®T IES 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY 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 PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. IBIETfC C. BM CUT "SQUARE" ON THE SOUTHERNMOST LIGHTBASE ON THE INTEGRATED SYSTEM'S PROPERTY (FORMERLY HEWLETT PACKARD) AND 300 FEET SOUTH OF THE CENTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST AND 95 FEET WEST OF PENNSYLVANIA STREET. ELEVATION 753.46 (NGVD 1929) TBM 1 CUT "X" ON THE NORTH BONNET BOLT ON THE FIRE HYDRANT AT THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION 843.93 TBM 2 A RAILROAD SPIKE SET 1 FOT UP ON THE WEST SIDE OF POWER POLE #80 AT THE SOUTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION 846.21 SCALE: 1"=50' 1 =50' SCALE: HORZ.: VERT.: 1"=5' 860 855 850 845 840 835 830 825 820 ,c)(31\1 Irl <b No. :r 0000075 ir /0 STATE OF ONAL E t.4..4 3.1., DATE: 9/3/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2004) 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 Sheet Detail Number Description P C802 1 Precast Reinforced Concrete Manhole C802 2 Sanitary Sewer Bedding Detail C802 6 Service Connection for Sewer C802 5 Wye Lateral Capping Detail INr®Th ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKF1LL FROM RIGHT OF WAY TO RIGHT OF WAY. 860 855 850 845 840 835 830 825 820 LJ '/4U 363' 0.73% 8 "PVC 0 w 34' A LESS EASEiAENT BUI ING 9 1 1 0901 10902 1 0903 0904 gip °L. MEE li' W 0 co CD 1-- C/ w z 0009 03 O c C) CT; 00 N-) 3 00 z o U Z Z 51' 0.42% 8 "PVC m CL Cf WYE LAT. I WYE LAT. WYE LAT. I WYE LAT. 3+62 1 3+38 1 3 +13 1 2 +89 BUILDING 14 I I I 1404 i 1403 i 1402 1401 o (Si oi r-- NO o 03 me zz o I 1 1 1 BUILDING 8 1 T I I 0801 1 0802 1 0803 1 0804 1 0805 WYE LAT. 1 WYE LAT 1 WYE LAT. 1 WYE LAT. 1 WYE TAT. WYE LAT. 1 WE LAT. I WYE LAT. 1 WYE LAT. MI 2 +90 2 +66 2 +42 2 +17 1 +93 1 +49 1 +25 1 +00 0+76 N n IV LAN V W Q vy 10' BUILDING SETBACK DI WATER MAIN da 91111911111911111 so DU& r WYE LAT. r WYE LAT. rWYE LAT. I WYE k' LAT. 1 WYE LAT. 2 +45 1 2 +20 1 1 +94 1 1 +61 1 1 +48 BUILDING1 1 1 1 1 1505 I I 1504 i 1503 1 1502 1 1501 I I I 1 1 WYE LAT. WYE LAT. WYE LAT. WYE LAT. WYE LAT. 1 +03 1 0+77 1 0+55 1 0+31 1 0+07 1 BUILDING 1 1 1 1 1 1 1 I I 1505 1504 i 1503 i 1502 1501 DUB SA \ITARY SEWER PLA\ 1111 I p f ur 34'AGESS EAN3 ENT 0 SA\JTARY SEWER PROFILE 34' A GUILFORD COMMONS DRIVE 11 1 111 1 11 CESS FASFe,4FNT 0 CO 10 BU 0d C)) 00 Oi O c0 l_c 00 0 U z 99' U io W 0 z 0.85% 8 "PVC U z Existing Grade New Grade Granular Backfill HOLEY MOLEY SAYS "DON'T DIG BLINDn O 'IT'S THE LAW" 6. CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CONTACT THE CITY OF CARMEL UTILITY DEPARTMENT AT (317) 571 -2648 FOR FIELD LOCATIONS OF CITY WATER MAINS. T®T IES 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY 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 PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. IBIETfC C. BM CUT "SQUARE" ON THE SOUTHERNMOST LIGHTBASE ON THE INTEGRATED SYSTEM'S PROPERTY (FORMERLY HEWLETT PACKARD) AND 300 FEET SOUTH OF THE CENTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST AND 95 FEET WEST OF PENNSYLVANIA STREET. ELEVATION 753.46 (NGVD 1929) TBM 1 CUT "X" ON THE NORTH BONNET BOLT ON THE FIRE HYDRANT AT THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION 843.93 TBM 2 A RAILROAD SPIKE SET 1 FOT UP ON THE WEST SIDE OF POWER POLE #80 AT THE SOUTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION 846.21 SCALE: 1"=50' 1 =50' SCALE: HORZ.: VERT.: 1"=5' 860 855 850 845 840 835 830 825 820 ,c)(31\1 Irl <b No. :r 0000075 ir /0 STATE OF ONAL E t.4..4 3.1., DATE: 9/3/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2004) 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 DATE: 9/3/04 PROJECT NO.: 4831.002 DRAWN BY: DCC CHECKED BY: SHEET TITLE: SANITARY SEWER PLAN PROFIT,E DRAWING FILES: N: \4K \4831 \002 \DWGS \C401- 403.DWG XREF: 002- BS.DWG XREF: 4831001 S.DWG XREF: SANITARY.DWG SHEET NO.: 4 32 1 860 855 850 845 840 835 830 825 820 LJ '/4U 363' 0.73% 8 "PVC 0 w 34' A LESS EASEiAENT BUI ING 9 1 1 0901 10902 1 0903 0904 gip °L. MEE li' W 0 co CD 1-- C/ w z 0009 03 O c C) CT; 00 N-) 3 00 z o U Z Z 51' 0.42% 8 "PVC m CL Cf WYE LAT. I WYE LAT. WYE LAT. I WYE LAT. 3+62 1 3+38 1 3 +13 1 2 +89 BUILDING 14 I I I 1404 i 1403 i 1402 1401 o (Si oi r-- NO o 03 me zz o I 1 1 1 BUILDING 8 1 T I I 0801 1 0802 1 0803 1 0804 1 0805 WYE LAT. 1 WYE LAT 1 WYE LAT. 1 WYE LAT. 1 WYE TAT. WYE LAT. 1 WE LAT. I WYE LAT. 1 WYE LAT. MI 2 +90 2 +66 2 +42 2 +17 1 +93 1 +49 1 +25 1 +00 0+76 N n IV LAN V W Q vy 10' BUILDING SETBACK DI WATER MAIN da 91111911111911111 so DU& r WYE LAT. r WYE LAT. rWYE LAT. I WYE k' LAT. 1 WYE LAT. 2 +45 1 2 +20 1 1 +94 1 1 +61 1 1 +48 BUILDING1 1 1 1 1 1505 I I 1504 i 1503 1 1502 1 1501 I I I 1 1 WYE LAT. WYE LAT. WYE LAT. WYE LAT. WYE LAT. 1 +03 1 0+77 1 0+55 1 0+31 1 0+07 1 BUILDING 1 1 1 1 1 1 1 I I 1505 1504 i 1503 i 1502 1501 DUB SA \ITARY SEWER PLA\ 1111 I p f ur 34'AGESS EAN3 ENT 0 SA\JTARY SEWER PROFILE 34' A GUILFORD COMMONS DRIVE 11 1 111 1 11 CESS FASFe,4FNT 0 CO 10 BU 0d C)) 00 Oi O c0 l_c 00 0 U z 99' U io W 0 z 0.85% 8 "PVC U z Existing Grade New Grade Granular Backfill HOLEY MOLEY SAYS "DON'T DIG BLINDn O 'IT'S THE LAW" 6. CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CONTACT THE CITY OF CARMEL UTILITY DEPARTMENT AT (317) 571 -2648 FOR FIELD LOCATIONS OF CITY WATER MAINS. T®T IES 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY 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 PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. IBIETfC C. BM CUT "SQUARE" ON THE SOUTHERNMOST LIGHTBASE ON THE INTEGRATED SYSTEM'S PROPERTY (FORMERLY HEWLETT PACKARD) AND 300 FEET SOUTH OF THE CENTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST AND 95 FEET WEST OF PENNSYLVANIA STREET. ELEVATION 753.46 (NGVD 1929) TBM 1 CUT "X" ON THE NORTH BONNET BOLT ON THE FIRE HYDRANT AT THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION 843.93 TBM 2 A RAILROAD SPIKE SET 1 FOT UP ON THE WEST SIDE OF POWER POLE #80 AT THE SOUTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION 846.21 SCALE: 1"=50' 1 =50' SCALE: HORZ.: VERT.: 1"=5' 860 855 850 845 840 835 830 825 820 ,c)(31\1 Irl <b No. :r 0000075 ir /0 STATE OF ONAL E t.4..4 3.1., DATE: 9/3/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2004) 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