Loading...
HomeMy WebLinkAbout67-96.54L J H G 1 I 2 3 1 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 FUTURE SECTION CHAPMAN'S CLAfiM SECWONE � t t O LAKE NP- 743.00 q b 760 IF 755 750 745 740 D 735 730 725 IPZ; co 0 CNJ L B' -� Cn :3 ' a c '0 CU A ^� ^� Lo U c � �� COb N Cc� 40 �tI Z X zZ 0 =U i co 0 TC— 751.92 NP— 743.0 INV— 742.98 INV— 743.28(NE&SE) 71' of 27" RCP 00.40% _+o� STORM SEWER PLAN \\ � 32 �4 EXIST. GRADE:-\\ ' TC— 751.25 TC— 750.00 TC— 750.00 TC— 750.00 TC— 750.00 TC— 751.25 I---------- - - - - -- -- -------- - - - - -- ----- - - - - -- — -------------------------- - - - - -- --------- - - - - -- -- 9 r//, 21" RCP GRANULAR GRANULAR NEW GRADE INV— 745.12(SE) BACKFILL BACKFILL Le'll INV— 743.41(SWO) EX. 10' PVC INV— 740.77 164' of 27" RCP 0 0.34% 32' of 27" RCP 00.40% INV— 744.02(S&NE) 189' of 27" RCP 0 0.34% INV— 744.66(SW&NE) 185' of 24" RCP 0 0.25% INV— 745.12(SW&NE) INV— 7 202' of 21" RCP 0 0.26% INV— 746.09(SE&NW) 111' of 18' RCP 00.40% Cr3U1 / I STORM STRUCTURE No. i (TWA) @oo � i i I 14 C80I �i INV— 746.24 30' of 15" RCP 00.50% STORM SEWER LEGEND 9 AL C1302 13 SCALE: 1"=50' HORZ.: 1 " =50' SCALE: VERT.: 1 ' =5' 13 14 15 760 755 750 745 GENERAL NOTES: 1. IT SHALL BE THE CONTRACTORS RES► TO FIELD VERIFY ALL UTILITY LOCATN CONSTRUCTION BEGINS. 2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 4. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. HOLEY MOM SAYS DON'T DIG BUmn " 1- 800 - $824644 CALL TOLL FREE 1 -800- 4284200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCA11ON SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. BENCHMARK TBM #1 USGS BENCHMARK DISK STAMPED 095 REP* IN CONCRETE POST t1' ABOVE GROUND AT THE NW CORNER OF 131st do RIVER ROAD. ELEVATION = 751.46 Revisions B.ET. 8 -20-96 REVISED PER T.A.C. COMMENTS L K J H mu F L 740 �'�° BY H+ ARE X DCLW KMIM & PROPOM OF SDIE W DO W40 00RPOU10 AM ARE NOT To BE USm OR RMOM D W *W OR w PART, 111HOUT T►a WRITTEN CMMff OF 9CNEW DOW" oowwwk 735 ©1996, Schneider Engineering Corporation r,m �ddq son 730 • Co ration LJ 3020 North Post Road Engineering 7 ^ Indianapolis, Indiana Surveying L 46226 -0068 Landscape Architecture 317- 898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Bntity with Bohlen, Meyer, Gibson & Associates, Incorporated 720 -- BDC /CARDINAL ASSOCIATES, LP. ROOKS LANDING AT PRAIRIE VIEW, SECTION ONE e CABIIEL, INDIANA STORM PLAN & PROFILE Date Project No. Drawn Approv. 07/31 /96 1065.21 D.T.R. Computer Fyles Sheet No. A t 65 DWGS\21 \C602.DWG -. ,k ,065\DWGS\V\SMW ��� � : ,t \,os5�pwcs\21 \sTORM .- 22BASE, 31BASE ^� ^� c � �� COb Cc� 40 �tI Z zZ Z =U Z mmj Z = Cn _ m N _ m N = m N ao N STORM SEWER PROFILE 5 6 1 7 1 8 1 9 10 11 12 14 C80I �i INV— 746.24 30' of 15" RCP 00.50% STORM SEWER LEGEND 9 AL C1302 13 SCALE: 1"=50' HORZ.: 1 " =50' SCALE: VERT.: 1 ' =5' 13 14 15 760 755 750 745 GENERAL NOTES: 1. IT SHALL BE THE CONTRACTORS RES► TO FIELD VERIFY ALL UTILITY LOCATN CONSTRUCTION BEGINS. 2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 4. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. HOLEY MOM SAYS DON'T DIG BUmn " 1- 800 - $824644 CALL TOLL FREE 1 -800- 4284200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCA11ON SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. BENCHMARK TBM #1 USGS BENCHMARK DISK STAMPED 095 REP* IN CONCRETE POST t1' ABOVE GROUND AT THE NW CORNER OF 131st do RIVER ROAD. ELEVATION = 751.46 Revisions B.ET. 8 -20-96 REVISED PER T.A.C. COMMENTS L K J H mu F L 740 �'�° BY H+ ARE X DCLW KMIM & PROPOM OF SDIE W DO W40 00RPOU10 AM ARE NOT To BE USm OR RMOM D W *W OR w PART, 111HOUT T►a WRITTEN CMMff OF 9CNEW DOW" oowwwk 735 ©1996, Schneider Engineering Corporation r,m �ddq son 730 • Co ration LJ 3020 North Post Road Engineering 7 ^ Indianapolis, Indiana Surveying L 46226 -0068 Landscape Architecture 317- 898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Bntity with Bohlen, Meyer, Gibson & Associates, Incorporated 720 -- BDC /CARDINAL ASSOCIATES, LP. ROOKS LANDING AT PRAIRIE VIEW, SECTION ONE e CABIIEL, INDIANA STORM PLAN & PROFILE Date Project No. Drawn Approv. 07/31 /96 1065.21 D.T.R. Computer Fyles Sheet No. A t 65 DWGS\21 \C602.DWG -. ,k ,065\DWGS\V\SMW ��� � : ,t \,os5�pwcs\21 \sTORM .- 22BASE, 31BASE