Loading...
HomeMy WebLinkAbout31 C705 Storm Sewer Plan & ProfilesSITE ENGINEER. 3. 7/23/04 PER CITY OF CARMEL, HAMILTON COUNTY SURVEYOR, AND SCS COMMENTS 2. 6/30/04 PER CTE /CLAY WASTE COMMENTS 1. 6/30/04 PER SCS COMMENTS NO. DATE REWS/ON DESCRIPTION owilimi \ST£ l/ 9i1)119 n 4e-,... ATr 0 V o ...NDIAN..•.• NAl CLIENT PLATINUM PROPERTIES LLC 9551 DELEGATES ROW INDIANAPOLIS, INDIANA 46250 PHONE: 317 818 -2900 FAX: 317 -818- -2910 CONf7DENNAL/TY STATEMENT. The recipient of these materials understands that copyright in the materials is owned by IEI, and also, that the materials contain priviledged and confidential business information of IEI. Accordingly, the recipient agrees to retain these materials in strict confidence and agrees not to disclose these materials to any other party and further agrees not to make copies of the materials. The recipient agrees to use the materials only for the limited purpose for which IEI has made the materials available, and recipient agrees to return all materials to IEI either upon completion of the intended purpose or upon the request of IEI, whichever comes first. SITE ADDRESS: BELLEWOOD SUBDIVISION 131st STREET WEST ROAD CARMEL, INDIANA SCALE 1 50 DATE 7/23/04 DESIGNED BY DGP DR4W N BK. HWR CHECKED BY DGP FIELD B f 03 -03 FILE NAME 0327 STORM.dwg DR4ifiNG TITLE: STORM SEWER PLAN PROFILES 904 902 900 898 R9) 890 888 836 884 $82 DATUM .EISV 880.00 r t)('E A SLALL: 1" SCALE: 1 LE OF 1 2" RCP )0' I! 8 7. 6 +0 1 Z1 1 I 4- 0 0 ill I•I 20.00' 1120.00' D.U.E:. r D.U.E. III rx7 II 1�1 I I•I c i 725 z W W Z w W C'9 f 1- hi- (S) fY fr fir ,1 l Z U)1 28 900.E 897.0 _l. 4.1 ()GT 9 9 9 9 9 90 89 89 89 89 89 88 TUM ELE 6 885.00 0 OHE 1 7141 10 08 06 4 2 0 8 6 4 2 0 8 f O Cr C) 1(I (I CL U or (N O O rn (X) 5 +00 I7 f 713 0_ rr (N EXIST. GRADE 25 LE OF 12" RCP 0.40`0 OHE SCHMID DRI NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY" 904 902 900 898 EXIST. GRADE 896 894 892 890 888 886 884 CZ) 882 a W Dr Z O H- U W U) 5 +00 O 0) 00 7 24 LF OF 12" RCP 0.42% o1 4� _Sanitary Manhole T.O. 894.66 E 8" PVC 884,79' W 8" PVC 884.71 D.U.E. COMMOM ARE. 6WE SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. 914 912 910 908 906 904 902 900 898 896 Q 894 0 Ch 892 7( LzQ 1 z O U W (n a Z W U z O c� 5 +00 25 LF OF 12 RCP 0.40% 0. U Dr Z N O O 0 U W a) v) C) or a Z N Z W U UQ U (n Z EXIST. GRADE DOUBLE INLET 8" WATER LINE 888 886 884 882 28 LF OF 15" RCP 2.20% 880 878 876 874 872 870 868 DATUM EL 6 865.00 SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. N J 0 Ln Dr z W W Z l J W Cy co co J F O' I O W +N or CO D 0)W a V) 1-- Z 890 5 +00 0) W oo O00 CO J CO H._ Z co I- ci z 0 m CC CC 0 QU» ac�zz COMPACTED GRANULAR BACKFILL REQUIRED -_l DOUBLE INLET EXIST. GRADEI 739 N I d Z W W Z W W W N I- F- W J Z Q 0 Dr 0 1Z d W U U U r, O O N co co Nt� ,00 CO opooZZO �0�0 -H-f- CYDC Q U �E_ZzZZ PROPOSED GRADE 8" PVC INV. 879.: 742 Z O H- U W (n a Z W z 0 U 0 IZ 0 Dr 0 0 U Dr N O 0) N O 00 (0 I-- 00 O d H Z 4 CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. i t 7 +00 PROPOSED GRADE 2 81 6 F OF 12 RC P SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. .93% _I- EXIST. GRADE 6 +00 5+00 890 888 886 884 882 880 878 876 874 872 870 868 DATUM ELEV 865.00 U au cn CD CD 00 00 ham. 0 00 CD 00 00 7: (1) .1.= LLi