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Home My WebLink About71-01 SP Storm Sewer Plan and Profile C603(Fit FOR CONTINUATION SHEET C601 FUTURE VILLAGE OF WESTCLAY SIX'S 11ro ZZ-1 S HOLEY MOLEY QAVQ sus -_ &0 "DON'T DIG BLIND" ITS THE LAW" sqr CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 Af CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND FOR CONTINUATION LOCATION SERVICE TWO (2) WORKING SEE SHEET C601 DAYS BEFORE COMMENCING WORK. STORM SEWER PLAN Im 0 �, 11880 U-) 0 II 1590 1.10r 0 12!!---RCP -------- 141 0.25% 15* RCP 57' 209' 0.47% 18'* RCI 0.60% n 0 0 LO 875 0 . ..... --------------- ... ... .... .. ........ . .... . ...... ....... ... ... 1-1 co 0 FOR STRUCTURE TYPES AND SIZES REFER TO HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET DETAIL" ON SHEET C804. C-) (0 - - - - - - - - -- 180 RCP 29' 0.75% 12" RCP ---- -- ---- — -1-1--.— C-) Qi 0 0 C-0 S TORM C'4 SEWER 0+00 1+00 00 C� CAD GZ6I0I�� 2+00 1 t-) IIr! 00 C14 Ln 3+00 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. =11WO-3MONO 112111100 521V20111 Mlfflk� 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 • 4 sw = Dwooffm C801 14 Bedding Detail — Reinforced Concrete Pipe (RCP) C801 16,18 Curb Inlet Detail C801 17 Beehive Inlet Detail C801 Uj LU C801 12 LU C802 RipRop Detail 0 End Section ---------- 905 . ........ C> "Z--Lo ---ka IL —LU 1-- L-1 It= 00 CCU 1 . ..... C" C" co M 1-- co LLJ LAJ CD C14 CO C> 00 00 M M C> 00 M P'3 a) co 00 - to M 2-' M CO M M C:) 00 CY) r) M —LLJ 3N LLJ 3 r- c! i-- LO z: C:) 00 oi 8 co U') Go 00 C" C14 C:) 00 00 00 - CD r) U Go— Ul C)o Lf) ai 6 01) 00 00 C" M =D Lq to LL ZII co ffl ZF 900 f Lf C" C�' 00 M :;r -4-4 CO 00 1.- C" => C�l 02 — Wj C" ern n C.0 =D C:) Cc" CD CD M zo 10- - cn ----------- - --------- C* - ---------- F-3 co "d C6 00 Z3 >- 00 - - - - '-----' L-" -- ---- -------------- --- --- LO to ff .4_ LO ..... . .... V C 1 2 (n lr C-) C� '00 0 000 0 'Go i tCo " C C 00 e00 00 00— 00 895 -- - - - -- . ..... . .. ...... ........ ... . ...... ------- -- --- .. .... _. __._.__._ ___. _._.. _ .__ ._______ Im 0 �, 11880 U-) 0 II 1590 1.10r 0 12!!---RCP -------- 141 0.25% 15* RCP 57' 209' 0.47% 18'* RCI 0.60% n 0 0 LO 875 0 . ..... --------------- ... ... .... .. ........ . .... . ...... ....... ... ... 1-1 co 0 FOR STRUCTURE TYPES AND SIZES REFER TO HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET DETAIL" ON SHEET C804. C-) (0 - - - - - - - - -- 180 RCP 29' 0.75% 12" RCP ---- -- ---- — -1-1--.— C-) Qi 0 0 C-0 S TORM C'4 SEWER 0+00 1+00 00 C� CAD GZ6I0I�� 2+00 1 t-) IIr! 00 C14 Ln 3+00 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. =11WO-3MONO 112111100 521V20111 Mlfflk� 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 SCALE: 1 "=50' .915 4+00 4+21.39 Tr 3(c7allqlp • 4 sw = Dwooffm C801 14 Bedding Detail — Reinforced Concrete Pipe (RCP) C801 16,18 Curb Inlet Detail C801 17 Beehive Inlet Detail C801 115,191 Storm Manhole Detail C801 12 1 Precast Concrete End Section C802 RipRop Detail 0 End Section ---------- C Z SCALE: 1 "=50' .915 4+00 4+21.39 Tr 3(c7allqlp PROJECT NO.: 895 1238.9006 Existing Grade New Grade Ompacted ranular Boc filf, 3 SCALE: HORZ.: 1"=50' VERT.: 1"=5' s�5 7Z to CZ O CD N CS JIM-: nn JJCC ANN ...... 5 1 No. 9500028 STATE OF � If SO .0 c� DATE 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. (g) COPYRIGHTED BY THE SCHNEIDER CORP.(200I) I 'khnei er 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 En'gineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior, Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 895 1238.9006 C.> CHECKED BY* CWD SHEET TITLE:,' STORM SEWER PLO & PROFILE DRAWING FILES: �z �� 890 XREF: 1009BS.DWG XREF: STORM.DWG SHEET NO.: N.P.=886.00 885 ---------- SCALE: HORZ.: 1"=50' VERT.: 1"=5' s�5 7Z to CZ O CD N CS JIM-: nn JJCC ANN ...... 5 1 No. 9500028 STATE OF � If SO .0 c� DATE 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. (g) COPYRIGHTED BY THE SCHNEIDER CORP.(200I) I 'khnei er 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 En'gineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior, Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/36/03 1238.9006 DRAWN BY- i,, CHECKED BY* CWD SHEET TITLE:,' STORM SEWER PLO & PROFILE DRAWING FILES: N: \1238 \9006 \DWGS \C603.DWG z XREF: NOR-BS-E.DWG XREF: 1009BS.DWG XREF: STORM.DWG SHEET NO.: C Z CCU co DATE: PROJECT NO.: 6/36/03 1238.9006 DRAWN BY- i,, CHECKED BY* CWD SHEET TITLE:,' STORM SEWER PLO & PROFILE DRAWING FILES: N: \1238 \9006 \DWGS \C603.DWG XREF: 9006BS.DWG XREF: NOR-BS-E.DWG XREF: 1009BS.DWG XREF: STORM.DWG SHEET NO.: