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HomeMy WebLinkAboutC602 Storm Sewer Plan760 755 750 745 740 735 730 725 720 STR. No. 135E (PAVED AREA INLET) D STING BARN NEVI MESS aNTENBAINHOUSE C801 (MANHOLE) TC- 745.50 21" RCP(S) INV- 741.75 •.040...40 STR. No. 135 86 0 0 K 12" RCP(N) INV- 742.95 INV- 741.95(NE) STR. No. 135C (PAVED AREA INLET) G 1 1 1 1 1 1 1 1 11 1 1 1 1 I I 1 1 1 1 1 1 1 1 -1-1--F-1-+-1- -I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FUTURE SEC11ON PLUM CREEK VILLAGE EXISTING GRADE 193' of 18" RCP 0 0.28% NEW GRADE TC- 745.20 INV- 742.50(SW) x\ VN 1■4 ktks RAW BACKFILL CO M 0 TC- 745.20 INV- 742.70(N) 66' of 15" RCP 0 0.23% INV- 742.85(S) INV- 740.00(N) STORM SEWER PLAN O U W 0, 0 W TC- 744.50 111' of 30" RCP (CLASS 2) 0 0.16% GOLF COURCE DRIVING RANGE STR. No. 131 (MANHOLE) SIR. No. 130 (END SECTION) EXISTING 12' STORM SEWER NEW GRADE r r INV- 740J8(SkNE) STR. No. 135A (END SECTION) STR. No. 135 (MANHOLE) EXISTING RIP RAP EXISTING GRADE 211' of 30" RCP (CLASS 2) 0 0.16% STORM SEWER PROFILE STR. No. 134 _TC- 744_ 15" RCP(SE) INV- 741.71 INV- 740.52(SW) (CURB INLET) 84 1- w co II i STR. No. 132 (BEEHIVE INLET) N 0 0 TC- 745.20 INV- 740.92(NE) INV- 741.12(NW &SW) 85' of 24" RCP (CLASS 2) 0 0.24% 8' PVC INV- 739.67 ONE GRANULAR BACKFILL 88' of 24" RCP (CLASS 2) 0 0.18% 7 i y r e )1 INLET) 83 v- ki- i 11* 76 A d U STR. No. 133 TC- 745.20 INV- 741.28(SE) 82 FUTURE SECTION PLUM CREEK VILLAGE c 81 80 "--5 79 0\ 0,,,kk i.-- 0 .X .$4°' 0 .2 a Oftri 18" RCP(SE) INV- 741.95 INV- 741.75(S) INV- 741.48(NW) 121' of 21* RCP (CLASS 2) 0 0.22% 5 LaLl 5' of 12" RCP (CLASS 3) 0 1.00% TC- 745.50 INV- 743.00 INV- 742.95(N) HOLEY YOLEY SAYS "DON'T DIG BLIND 1- 800 -582 -6644 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SCALE: 1"=50' HORZ.: 1 =50' SCALE 760 755 750 745 740 735 730 725 720 GENERAL NOTES: 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE PIPE INVERT. 2. ALL STATIONING IS TAKEN FROM THE NEAREST DOWNSTREAM STRUCTURE. 3. IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO FIELD VERIFY ALL UTIUTY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPUCABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPUCABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. BENCH MARK T.B.M. U.S.G.S. DISC IN CONCRETE POST 54' WEST OF CENTERLINE OF RIVER AVENUE AND 18' NORTH OF THE CENTERLINE OF 131st STREET STAMPED 95 -RHP 1951. Revisions CERTIFIED BY Date 6/7/96 Computer Files J: \904 \DWGS \81 \90481 S1uI2 XREF- 90481PL2 XREF- 90451PL XREF- 90452PL ELEV.- 751.46 T.B.M. 1 CUT SET NORTH RIM OF HARRISON MONUMENT 126th STREET AND RIVER AVE. (S.E. CORNER S.E.1 /4 SEC. 27 -18 -4) ELEV.- 747.05 No. 920350 STATE OF THIS DRA$NG 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 *HOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SCHNEIDER EN{IG CORPORATION. ©1996, Schneider Engineering Corporation r 1 Sthider 61- Engineering j Corporation 3020 North Post Road Indianapolis, Indiana 46226 -0068 317 -898 -8282 317- 899 -8010 Fax STORM 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 PLUM CREEK DEVELOPMENT COMPANY LLC PLUIM CREEK COMMUNITY CENTER HAMILTON COUNTY, INDIANA 1 prov. c 602