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HomeMy WebLinkAboutC401 Sanitary Sewer PlanLATERAL OUT OF MANHOLE WYE LAT. 2 +54 WYE LAT. 2 +49 Dann NG BULONG NEW MAINTENANCE BUILDING MANHOLE No. 15C 1 C801 1 1 3 WYE LAT. 0+54 263' of 8" PVC 0 0.45% MANHOLE No. 15B a) 00 O 0) 17= 212' of 8" PVC 0 0.45% i 11 5, 0) Er; N 1 (((//1 1-. )1c\ 2 �v 4 MANHOLE No. 15 --„21 TC- 747.00 8" PVC(SW) INV- 738.26 8" PVC(SE) INV- 736.32 MANHOLE No. 15A 'c' 85 LATERAL OUT OF MANHOLE SANITARY SEWER FLAN 86 WYE LAT. 1 +33 SANITARY SEWER PROFILE WYE LAT. 1 +19 1 8 4 10 air 7 11 88 WYE LAT. 0+15 1 1 1 12 89 i i 90 WYE &LAT. 1+41 MANHOLE No. 15 *-44) WYE LAT. 0+81 13 aft 91 92 7- w \N--.._.___ \V\ i%.% L,-- N 83 N.\ s. WYE LAT. N 0+31 80 0)- 14 WYE LAT. 0+99 MANHOLE No. 14 MANHOLE No. E3 15 HOLEY MOLEY SAYS "DON'T DIG BLIND" 1-800-382-5544 CALL TOLL FREE 1 -800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA 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. TC- 747.00 166' of 8" PVC 0 1.05% GRANULAR BACKFlLL\ 24' RCPT INV- 741.21 INV- 740.00(NE) INV- 738.26(SW) J 8" PVC (N) INV- 736.52 EXISTING GRADE 15" RCP INV- 743.71 TC- 747.00 INV- 736.32(SE) 171' of 8" PVC 0 0.45% NEW GRADE INV- 735.55(NW) TC- 747.50 INV- 735.45(S) INV- 734.89(NW) 8" RCP(W) INV- 732.89 124' of 8" PVC 0 0.45% 0 z SCALE: 1 =50' TC- 748.10 8" RCP(NE) INV- 732.99 HORZ.: 1"=50' SCALE: 760 755 750 745 740 735 730 725 720 Revisions GENERAL NOTES: 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE PIPE INVERT. 2. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 3. WYES AND LATERALS TO BE 6. PIPE UNLESS OTHERWISE SPECIFIED. 4. ALL WYE CONNECTIONS SHALL BE EXTENDED TO WITHIN 5' OF THE BUILDING ANS SHALL HAVE A CLEANOUT UP TO FINISHED GRADE. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTIUTY LOCATIONS BEFORE CONSTRUCTION BEGINS. 6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPUCABLE LOCAL AND STATE STANDARDS. 7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPUANCE WITH APPUCABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 8. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 9. FOR STATION AND OFFSETS OF STRUCTURES, SEE DEVELOPMENT PLAN. BENCH MARK T.B.M. U.S.G.S. DISC IN CONCRETE POST 54' WEST OF CENTERLINE OF RIVER AVENUE AND 18' NORTH OF THE CENTERLINE OF 131st STREET STAMPED 95 -RHP 1951. ELEV.- 751.46 T.B.M. 1 CUT "LJ" SET NORTH RIM OF HARRISON MONUMENT 126th STREET AND RIVER H AVE. (S.E. CORNER S.E.1/4 SEC. 27 -18 -4) CERTIFIED BY ELEV.- 747.05 C ..:GIST .y o. 92035 STATE OF THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SCHNEIDER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SCHNEIDER ENGINEERING CORPORATION. ©1996, Schneider Engineering Corporation r� Schneidcr Coiporation Date 6/7/96 Computer Files J \904 \DWGS \81 \90481 SAN XREF- 90481PL2 XREF- 90451PL XREF- 90452PL 3020 North Post Road Indianapolis, Indiana 46226 -0068 317- 898 -8282 317- 899 -8010 Fax SANITARY SEWER PLAN Project No. 904.81 Drawn DRP Sheet No. Engineering Surveying Landscape Architecture GIS LIS Geology A Partnered Entity with Bohlen, Meyer, Gibson Associates, Incorporated PLUN CREEK DEVELOPMENT COMPANY LLC PLUM CREEK COMMUNITY CENTER HAMILTON, INDIANA Approv. cC4Oil B J G F E