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HomeMy WebLinkAbout22 Sanitary Plan & ProfilesSITE ENGINEER 3. 7/23/04 PER CITY OF CARMEL, HAMILTON COUNTY SURVEYOR, AND SCS COMMENTS 2. 6/30/04 PER CIE/CLAY WASTE COMMENTS 1. 6/30/04 PER SCS COMMENTS NO. DATE REVISION DESCRIPPON v G. Fy <z ,c`",„,c,\S T E RE No, C) 900119 *E -0 cl„:::-. VAT OF 5.- Cc, AIDIANt' /2 k...) ONA\_- ///11110\\ °C: 4"111- (nWkiJe WLALT: PLATINUM LLC 9551 DELEGATES ROW INDIANA 46250 PHONE: 317- 818- 2900 SAX: 317- 818- 291 0 PROPERTIES INDIANAPOLIS, Si2ilMark4LlLiB The recipient of these materials understands that copyright in the materials is owned by 1E1, and also, that the materials contain priviledged and confidential business information of 1E1. 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 1E1 has made the materials available, and recipient agrees to return all materials to 1E1 either upon completion of the intended purpose or upon the request of 1E1, whichever comes first. SITE AODRES'S: SUBDIVISION Sc WEST ROAD INDIANA BELLEWOOD 131st STREET CARMEL, SCALE 1" 50' DATE: 7/23/04 DESIGNED BY: DGP DRAWN BY: HwR CHECKED 8Y: DGP HELD BWKI 03-03 RE NAME 0327DP.dwg DRAWING' PTLE PLAN PROFILES SANITARY 1 co 'CT) CD L. 0 H 0 A 22' B.B. 0 0 0 STA. 1+62,00 51' RT. 4 13 CC STA. 2+62.00 7 RT. 0 0 D) 160.00' 160.00' 160.00' 24" RCP 1.0/0 MIN 30.00' BB. STA. 8+15.78 55' RT. 105.98' 5' CONC. WALK FYI': 5' CDNC. WALK TYP. 15.00' 15.00' D.U.E. D.U.E. o 15.00 5.00' D. U. E. .U.E. rn 0 I 914 Cl '2 910 908 906 904 902 900 896 896 894 892 890 888 886 882 DOW MEV 880. oo (.0 L.1 6') LT --LT 5" RCP 8" WATER MAIN CD (J4 STA. 3+82.00 51 RT. Hi 0 w 0_ rr 0 0 a CL a, co co 0 ooh co co -4- co co co co I- C Fn 0 0 0 20 C) CD 0 8" PVC t LU t c o (Bwt 502 Li C) EtCmp AC FE 0 ANUCAN BACKFIII RE 4 203 LF OF 8" OR 35 PVC 0.45% t a) co 0 0 00 (0 9) C- co .9) 0 0 /N 00 9) 0 0 a, •o C C5 co co ao C OD h. 0 11) ft• 0 U) co Cr ir 0 L",t 7 u, 0 0 160.00' CO 0 160.00' 1 .0% nil MIN. co 9) 0 N C Co co CO co 160.00' co 0 160.00' 15" RCP 1.0% MIN. 00 a) P c b STA. 1 25.0A D.U.E. STA. 2+88.47 55' LT. 0 0 0 STA. 88.47 55 LT. 0 0 0 0 z 0 I 4- x STA. 88.47 55 LT. LH STA. 55 S +88.47 LT. 88.47 LT. cn 0 I Ti5 25.00' SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. CONCRETE 0+ 9) EPA co INC 0 0 00 SADLE REQUIRED II 20 728 I 25.00' D.U.E. 0 55 RT. it I STA. 8+15.78 EXISTING GRADE 30" RCP INV. 887.58 310 LF OF 8" SDR 35 PVC 0.45% Co (0 9 Co Co 1.0% MIN 4 134.30' 8 I 1 150.00' co co 0 a) 150.00' Co co Co (i4 0 0 '0 S X 2+ tal CL I- cC z ,c3,‹ N')) C ui -0 <0 CC 105.00' 4 I Co 100.60' Co COMPACTED GRANULAR BACKFILL REVD. co Co Co (3) 81 LF OF B" SDR 35 PVC 0.45% Ng. D Co COC NJ P I 100.00' 4 I DUE. COMMOM AREA 105.00' -12" RCP INV. 891.94_ -8" WATER MAIN Co co 4+00 734 365 LF OF 105.00' Co (0 0 cy, NO0'00'24"E LAWo 786.31' PROPOSED RADE 0 Nj H 8 100.00' I 105.00' Co co FI' I cri c I 6+00 SOP 35 PVC 0 045% C- 8" PVC 100.00 10t 105 CONCRETE SADLE REQUIRED 15" RCP NV. 887.18 PROPOSED LEGEND 701 C [Ai SANITARY SEWER SANITARY MANHOLE SANITARY SEWER CLEANOUT STORM SEWER STORM SEWER INLET PIPE END SECTION UNDERDRAIN STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER 1" WATER SERVICE WATER MAIN FIRE HYDRANT GAS LINE UNDERGROUND ELECTRIC TRANSFORMER HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS' BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IC8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Co a> r_