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HomeMy WebLinkAbout29 C703 Storm Sewer Plan & Profiles-VI C C/YW/YCU- 3. 7/23/04 PER CI OF CARMEL., HAMILTON COUNTY SURVEYOR, AND SCS COMMENTS 2. 6/30/04 PER CTE /CLAY WASTE COMMENTS 1 6/30/04 PER S CS CO NO. DATE R EVISION DESCR /PTION G P /0 ��G TER f4 C 1 7 9 1 9 7- r- 1�., 'A1T 0 Li i 7 i i'1'tiI11oo' CZ CLIENT; PLATINUM PROPERTIES, LLC 9551 DELEGATES ROW INDIANAPOLIS, INDIANA 46250 PHONE: 317- 818 -2900 FAX: 317- 818 -2910 CONFIDENTIALITY 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. WE ADDRESS.• BELLEOOD SUBDIVISION 131st STREET WEST ROAD CARMEL, INDIANA SCALE. 1 r. 50' DATE 7/23/04 DESIGNED BY DGP AWN BY HWR CHECKED BY.• DGP FIELD BOOK 1 03 03 FILE NAME 0327 STORM.dwg DRAMNG ME STORM SEWER PLAN PROFILES SHEET NO: C7O3 RIVE S89' 35' 35 "E 94. 49 12" RCP 100.00' r-3-=E- I 196.. 3 C 1 MIN. F.G. ADJUST EXISTING SANITARY CASTING TO ELEV. 895.80 100.00' see now-sem 18" RCP 100.00' 0_6.0 MIN. F.G. 897.00 100.00' Sanitary Manhole C. 894.66 E 8" PVC 884.79'` W 8" PVC 884.71 D.U.E. COMMOM AREA 490.29' MIN. F.G. 898.50 MIN. F.G. 100.00' 1 901.1 0 a 100.00' 0- 899:30 MIN. F.G. 100.00' 15" RCP 1 .u 00.00' MIN. F.G. 10.00' 98.30 10.00' D.U.E. 22.04' LU a: 0 0 0 93.60 ON W TYP. 95.00' 5' CONC. WALK YP. 100.00' 589'35'35 "E 1064.21' 899.5 899.5 93.28 898. 898.10 96.8 MIN. F.G. 15.00 15.110' D.U_E. D.U.E. 15.00 HANDICAP RAMP (TYP.) 15.00 D.U.E. D.U.E. 95.00' <896.00> t 898.5O 100.00' 194.0 I 95.8 MIN. F.G. 897.70 <896.00> 100.00' 100.00' MIN. F.G 100.00' I93.0 I <896.00> 897.501 SCHMIDLER DRIVE 15.00' D.U.E. 1 5.0I 5.00 D.U.E U.E 100.00' 27" RCP 95.00' 100.00' 5.00' D.U.E. 897.20 D.U.E. <8900> 896.50 100.00' 100.00' I94.10H, 00< 00 <1.0% mouic 96 .50 96.2 U rirrzforwzierzirarmatimwarigitewearearairoyeettotemovAa y 4 ,I z II I 100.00' 120.00" EPASS DRIVE 189.64' 0 0 f 97. 96.5 196.0 0 0 0 co I96.51-- H901 .--I9 8.0) MIN. F.G. 22.00' 0 0 6 co 22.00' 8" pvL 0 0 27 30" RCP 100.00' 1.0% 7.07' 8.00' MODIFIED SSD RISER 46 6+ 00 MIN. F.G. <896.10> 165 LF OF 24" RCP 0 0.23% 195.6 I >896.10> 899.50 1 100.00' 96.3 195 195. 61- H.P.I96.50 EXIST: CRADE 96.51 LU a_ F- I-- w J z D.U.E. COMMOM AREA ADJUST SANITARY MH TO NEW GRADES (SEE ENTRY DETAIL) 1111 aaa- oowww QU H .:z Z Z 0 0 =8" PVC INV. 884.85 a COMPACTED GRANULAR BACKFILL REQUIRED 100 LF OF 15" RCP 0 0.28% 7 +00 8" WATER LINE 390.00' 1.6% 0 0 a_ O U U a' N d 0 C CO 00 00 rn a) I O 0 cpNZ0 +NI-- I- Na) G CO w a LU W z 8 +00 0 NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY" t f_ T U G'f PROPOSED GRADE__ 285 LF OF 12" RCP 0.38% 9 +00 4- COMPACTED GRANULAR BACKFILL REQUIRED 10 +00 N 1- I z W W z J w a_ I- F-- w J z a- U N N DO CO a: F- No 0E- F-- Li a u> 716 N N N S Z W LU r. z J w a- F- F- LU J z 904 902 900 898 896 894 892 886 884 882 DATUM ELEV 880.00 cc) co N N ao 00 00 00 oo co 00 0°zz F u)a crrL co ZZz 5 +00 UGT UGT EXIST. GRADE_ H 100 LF OF 18" RCP 0.42% L -l- 720 J z a- 0 a: a_ 0 CO OO C IZZ0 c a- CC Cr LULUW d Z Z Z 6 +00 0 1 720 I J 0 in r) Z W W z U U U a'a' DD W In d oo t EXIST. GRADE -COMPACTED GRANULAR BACKFILL REQUIRED 118 LF OF 18" RCP 0.35% 8" WATER r LINE r 4 6 +00 719 LU a- t- W J Z 20 LF OF 15" RCP 0.35% a- U 0 a_ 00 in a; 00 CO F- 0 0 0 N i Z 0 W z U a- w F- z w 0 904 902 UGT 900 898 896 894 892 890 888 886 884 882 5 +00 DATUM ELEV 880.00 OCT i EXIST: GR AD L___ PROPOSED GRADE 901.0 ADJUST SANITARY MF TO NEW GRADES (SEI 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 INSTALL CURB UNDER RADIUS AT MINIMUM DRAIN BACK TO CURT STRUCTURE ##701. END SECTION INV. 896.00 40.00' PROPOSED 8/w DE SWALE 20.00' EX. R/W Sanitary Manhole T.C. 901.97 N 8" PVC 886.90 S 8" PVC 886.78 W 8" PVC 886.57 COMPACTED GRANULAR BACKFILL REQUIRED 6 +00 CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LULU z> CC 0 LU H-0 z v) W a_ W J Z a: 0 a' a- -8" PVC INV. 889.38 910 908 906 904 902 900 898 SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT, 896 894 892 890 888 5 +00 DATUM ELEV 885.00 C CV L E 0 U 0) co 44- as CD O O C Oo C O7 C3") N 07 i I CC) 00 C: CO CO C C