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HomeMy WebLinkAbout04110042.19i 48 Village of\WestClay O ��� �� / FUTURE SE�*01� 9002 0��� 49 / \ WYE & LAT. 3+36 / 50 432 -\\WYE & LAT. � +14 / WYE & LAT.\ \ 37 3 +22 vq / WYE &LAT. \ / 1 +75 \/ \ 155 / II 920 p 915 Q W cn 910 Q-1 °° L� Od cn 00 0 NCO 00 905 ��° �U> II 900 895 Ne� R/W 431 430 SANITARY SEWER 149 PLAN / 379' NO v- ------- - - - - -- -- jr- - 120' 1.00 8 "PVC SANITARY SEWER PROFILE w J 0 Q� Q 00 �_ CO Z Ln Q Ln cnoM Co co o _0-) o C1-1 cn z HOLEY MOLEY SAYS (C=Nap-4� 1-4®TIFS c C DON'T 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. DIG 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE BLIND STANDARD FOR WORKER PERFORMED COMPLIANCE SAFETYAPPLICABLE O.S.H.A. 3. IT SHALL BE HE 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 HE NEAREST DOWNSTREAM MANHOLE. (MH) "IT'S THE LAW" 6. WYES AND LATERALS TO BE 6' PIPE UNLESS OTHERWISE CALL 2 WORKING DAYS BEFORE YOU DIG SPECIFIED. 1- 800 - 382 -5544 CALL TOLL FREE 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE 5 PER INDIANA STATE LAW IS -69 -1991. FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR IT IS AGAINST HE LAW TO EXCAVATE EXTEND TO HE UTILITY AND DRAINAGE EASEMENT OF THE WITHOUT NOTIFYING THE UNDERGROUND LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD HE END OF HE LATERALS BE CLOSER THAN FIVE (5) FEET TO LOCATION SERVICE TWO (2) WORKING THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF DAYS BEFORE COMMENCING WORK. THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. j8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL UTILITY AND E SHOULD EASEENT HE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING PQ� LINE, UNLESS OTHERWISE NOTED. TBM #44 USGS BENCHMARK CUT „X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE / FARM ENTRANCE. / ELEVATION – 893.39 / ; WYE &LAT. '163 2 +01 P� I� PROJECT NO.: Sheet L,_, J Description C802 1 Precast Reinforced Concrete Manhole O 5 Sanitary Sewer Bedding Detail C802 C802 6 7 S C802 8 Concrete Drop Manhole SHEET NO.: E- ° z < z 915 z !T-11 ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. C w z cn z_ - w Q __ 00 co w o — Co J CD °° Q Cn 00 Q W � N � o CO CO I- r--a z z CO CD Ob ^ o - - - 0a Z z ^w Z Of a-,zzo - Q _ co z z o ~Uz cn of Cn 00 co 00 w (n o 00 ~ N N LCi �NCO� Z '0 00 f- Q N- C� �CD� N CO 00 905 � � U-) : Q_ 00 1= W _ _ - � 00 F- -Z -.. O o 0 Co W W Cn~zZ X w 00 00 CD W W Qf Co LX N > Ln � 379' NO v- ------- - - - - -- -- jr- - 120' 1.00 8 "PVC SANITARY SEWER PROFILE w J 0 Q� Q 00 �_ CO Z Ln Q Ln cnoM Co co o _0-) o C1-1 cn z HOLEY MOLEY SAYS (C=Nap-4� 1-4®TIFS c C DON'T 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. DIG 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE BLIND STANDARD FOR WORKER PERFORMED COMPLIANCE SAFETYAPPLICABLE O.S.H.A. 3. IT SHALL BE HE 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 HE NEAREST DOWNSTREAM MANHOLE. (MH) "IT'S THE LAW" 6. WYES AND LATERALS TO BE 6' PIPE UNLESS OTHERWISE CALL 2 WORKING DAYS BEFORE YOU DIG SPECIFIED. 1- 800 - 382 -5544 CALL TOLL FREE 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE 5 PER INDIANA STATE LAW IS -69 -1991. FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR IT IS AGAINST HE LAW TO EXCAVATE EXTEND TO HE UTILITY AND DRAINAGE EASEMENT OF THE WITHOUT NOTIFYING THE UNDERGROUND LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD HE END OF HE LATERALS BE CLOSER THAN FIVE (5) FEET TO LOCATION SERVICE TWO (2) WORKING THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF DAYS BEFORE COMMENCING WORK. THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. j8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL UTILITY AND E SHOULD EASEENT HE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING PQ� LINE, UNLESS OTHERWISE NOTED. TBM #44 USGS BENCHMARK CUT „X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE / FARM ENTRANCE. / ELEVATION – 893.39 / ; WYE &LAT. '163 2 +01 P� I� PROJECT NO.: Sheet NDe b' Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 6 7 Service Connection To Main Sewer Wye & Lateral Capping Detail C802 8 Concrete Drop Manhole SHEET NO.: E- ° z < z 915 z !T-11 ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. SCALE: 1 "=50' 920 II TIa11q=I` Existing Grade New Grade Granular Backfill SCALE: HORZ.: 1"=50' VER T.: 1 "=5' cri z CD w T .�GISTER No. 0000075 %?, STATE OF Q O��` //VDIANP �s /ONA�L ttE G� DATE: 11/30/04 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 e Transportation Engineering PROJECT NO.: 11/30/04 W J DRAWN BY- LQ DCC SHEET TITLE: 0 PLAN & PROFILE N:\1238\1012\DWGS\C401-403.DWG XREF: 1012– BS.DWG, 9001– BS.DWG XREF: 9002– BS.DWG, 9003– BS.DWG XREF: 1006BS.DWG, 9004– BS.DWG XREF: 9005– BS.DWG, SANITARY.DWG SHEET NO.: E- ° z < z 915 z !T-11 C z_ z L.Li Z Z 00 Z N N Cif Q - �� L `) Q morn °° z z Q � � a0 N � N � 910 r--a Co CO CD Ob w CD i U z � CD 00 Co � �o z z o ~Uz cn — w 905 -- W W TIa11q=I` Existing Grade New Grade Granular Backfill SCALE: HORZ.: 1"=50' VER T.: 1 "=5' cri z CD w T .�GISTER No. 0000075 %?, STATE OF Q O��` //VDIANP �s /ONA�L ttE G� DATE: 11/30/04 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 e Transportation Engineering DATE: PROJECT NO.: 11/30/04 1238.1012 DRAWN BY- LQ DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE N:\1238\1012\DWGS\C401-403.DWG XREF: 1012– BS.DWG, 9001– BS.DWG XREF: 9002– BS.DWG, 9003– BS.DWG XREF: 1006BS.DWG, 9004– BS.DWG XREF: 9005– BS.DWG, SANITARY.DWG SHEET NO.: E- C") z z !T-11 C z_ z z W r--a U� w DATE: PROJECT NO.: 11/30/04 1238.1012 DRAWN BY- CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N:\1238\1012\DWGS\C401-403.DWG XREF: 1012– BS.DWG, 9001– BS.DWG XREF: 9002– BS.DWG, 9003– BS.DWG XREF: 1006BS.DWG, 9004– BS.DWG XREF: 9005– BS.DWG, SANITARY.DWG SHEET NO.: