Loading...
HomeMy WebLinkAbout32 C706 Storm Sewer Plan & ProfilesI neeri 3. 7/23/04 PER CITY OF CARMEL HAMI[JON COUNTY SURVEYOR, AND ''.Oc.> 2 1, i COMMENTS 600/04 6/30/04 PER CC/CLAY WAsTr CONKIEN 75 PER SCS COMMENTS. NO DATE REVISION DESCRIPTION otiiii1/ 0\ G ss sTE o i 4 900119 STATE i 0, N 0' j °NM.. IllitilltOs R z 0 0 S OF .1 I iktt.' c; C CLIENT: PLATINUM LLC 9551 DELEGATES ROW INDIANA 46250 PHONE: 317-818-2900 FAX: 317-818-291O PROPERTIES INDIANAPOLIS, CONI7DENTIALITY STATEMENT: understands that owned by 1E1, and also, and confidential Accordingly, the recipient in strict confidence these materials to any not to make copies of agrees to use the purpose for which 1E1 and recipient agrees either upon completion of the request of 1E1, The recipient of these materials copyright in the materials is that the materials contain priviledged business information of 1E1. agrees to retain these materials and agrees not to disclose other party and further agrees the materials. The recipient materials only for the limited has made the materials available, to return all materials to 1E1 the intended purpose or upon whichever comes first. Stri.,VagaS' BELLEWOOD SUBDIVISION 131st STREET WEST ROAD CARMEL, INDIANA SCALE 1" 50' DATE 7/23/04 DESIGNED 8Y: DGP OWN 8Y: HWR CHECKED 8Y: DGP TED 800K I 03-03 FILE NAME: 0327-STORM.dwg DRAKING ME: SEWER PLAN PROFILES STORM SHEET N(2 C706 EXISTING NE ELEVATION U.E. COMMOM AREA EMERGE SRI NORMAL POOL ELEV. 872.0, 100 YR EL,EV 876,50, NORMAL POOL Ld Si F- F- F- LU F- z 0 F— LU F- LU a 0 4 CN1 CO F- 6 coo° (D LU Lo (J) F2 MATCH EXISTING FLOWLINE ELEVATION (V.I.F.) (SEE POND DAM -SECTION DETAIL) I-- EXIST. GRADE RELOCAtE FLOWLINE 4s BOTTOM DITCH 0.36% (VLF.) 101 LF OF 30" RCP 0.20% 6+00 5+00 7."`"" SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. t PROPOSED ADE-i 0 LU z 0 F- LU C.r) a z LU LU F- LU Cr z 0 884 882 880 878 876 874 872 870 868 866 864 862 860 1 858 856 DATUM MEV 855. 00 76. 73.g61 15. Ocj5. 0 D. U.E LLE z j397.20 <896.00> 94.3 193.5 95.00' 715 I.1 20 LF OF 15' RCP 0.35% T' LU 0_ F- F- LU 0: 0 __J CT) a_ a: a: 7.07 SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. 1771 LU a_ F- F- LU z 0 F- 0 DO 0 0 Tr) 0) 0 RLU >0 Z 910 5+00 908 906 904 902 900 0 0 898 EXIST. GRADE 96 PROPOSED 94 GRADE 890 888 1 892 -C B O A M: K A F C I T L E L D GRANULAR REQUIRED B ELE'V 885.00 8 u u.G,T -4- 1 2 0 ci (6 ateatemat 71' 18_ U NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY" SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. 910 908 906 904 902 900 898 896 894 890 888 886 DATUM MEV 885.00 17671 F- N) z 1,1 LU LU f— F- LU z 5+00 \N ADJUST SANITARY MH TO NEW GRADES (SEE ENTRY DETAIL) Sanitary Manhole T.C. 893.82 N 6" PVC 890.02 NNE 6" PVC 890.02 NE 6" PVC 890.02 S 8" PVC 889.32 a_ 0_ 0_ C.) fh GC: re) 0) in 0) 0) 0) CO 0 0 F- CC CY CY 1 _2 Z Z CO LLJ LA INSTALL CURB IJNDERDRAIN IN RADIUS AT MINIMUM SLOPE TO DRAIN BACK TO CURB INLET STRUCTURE #701. END SECTION INV. 896.00 CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 702B a- z 0 a] H z d> o i:'-- o (n z PROPOSE GRADE W/ NEENAH R-3501-L2 889.25 15" RCP NEENAH R-350