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Home My WebLink About25 C504 Sanitary Plan & Profiles_1 0 OQ uj t.L.1 CL c 4 co cc. I., 0 1..0 0 Z 1.4.3 O 4 22191. PROPOSED LEGEND 701 LAW" BEFORE YOU DIG —5544 cREE —26. CAVATE WITHOUT LOCATION SERVICE E COMMENCING WORK. 900 898 896 894 892 890 888 886 884 882 880 878 876 674 872 870 868 866 864 862 860 858 856 854 852 850 846 DAWN MEV 841100 SANITARY SEWER SANITARY MANHOLE SANITARY SEWER CLEANOUT STORM SEWER STORM SEWER INLET PIPE END SECTION UNDERDRAIN STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER 1 1/2" WATER METER BOX WATER MAIN FIRE HYDRANT POST INDICATOR VALVE GAS LINE UNDERGROUND ELECTRIC TRANSFORMER ld D in a_ H m c) 1-- o ou i »a I ficL. a CLr, M 00 co i cocom cc 'colo Go N Cr 0 0 Ili LC) 00 2 1--- oci M c t Mod,; 2 -Q-4- 1--.) -,t- -4- C0001-- r0 CO CO H 0 0 0 D ifjC3 0 D C cr, Z Z 0 cr, Z Z 0 C5 Z (7) 1-1-1- 0 Pi H L-- i- '1-)L E2t:CCECC II) 0_ 2 CC CY LK um_n__.ZZZ um_ H: Z Z Z Lu >1 0' No) 2 -4- 0 co ro I J L(0) D -4 C■1 (.13 ID a_ co CC CY (I) a_ 1-= Z Z 5+00 6+00 7+00 z 0 0< z> P V) e, U..1 U.1 z ..7.1 0 LLI I- 0 <Kr 8 g 0 DA z z L 8+00 9+00 SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. 10+00 LA a_ H B- Lu o 0 a_ 0 B- 0 D- 11+00 t t r WATER i MAIN 130 LF OF 8" SDR 35 PVC 0 0.45% 4 r r 1 1 4 t 1- t r EXISTING r i- GAS PIPELINE EXISTING GAS PIPELJNE 4- I i r t CON. SADDLE REQ'D. I I I t -r- t 1-- 4 1 1 H I I- INV. 876.80 t I 1 'I ---r- -I- 4 4 I 4 1 1- 1 r ii- 4 1 I 4 t 4 1 t I 1 -'r 1 t 4 t f t 196 LE OF 8" SDP 35 PVC 0.45% 149 LF OF 8" SDR 35 PVC 0.45% T 4 t -r- t 4 t t t -I- 1 T r I 1- 1 t I f i t f 1 1 1 4 l' 1- I- L L .1 4 1 t COMPACTED GRANULAR 1 i- I --1- 41 1 I t t ILL 1 BACKF REQD. -I -t 1 t t 4 t t 7 i r t t t i 1 I r -t- A_ F 1 1 t t 1 t-- 1 t t, t i 4,_ I 4- t 4 1 f -4--- I 1 r 't -r- Jr 1 1- i_ 4 1 i- 4 r-- .4_4. I -I- 1 i 1 4 I- t t A -----1--- ---f- t 1 t 1 I, ___I 1. I- I- r i r __L 4 1 i -r-- 1 1 --r 4 I H L A__ i 1 1 1- 1 I r 1- 4 __J f 4 1 12+00 COMPACTED GRANULAR BACKFILL REQ'D. Ld 0 0 o_ co ce coca NOB CN 0, 0 0 1 ''N mhm Luro o m t cr 61. c° 1- H mo_HIzzz LU IL F- 13+00 ;EXISTING GRADE__ cc co N tr) N f(Q 00 1- m oin z D CC CC 1- Et 4 1 I r 1 -1- —4-- 4 1-- -i---- t t i t 1— -r- I 1 14+00 tf) VJelV WM/NINO° 15+00 0 0_ 00 00 'co IXJH op o D Z_ 0 CT) co Cr CC 1,1 U..1 0» Z Z f40' d0e1 „Qc ,00 00 L 1111111101ND 411=1•111111 16+00 co 0 Co CO 4% c3 CS (4;\ cr) j l 17+00 0 0 1.0 co LU cc B- z a) co o w in (f a b. 0 co 't 0 H a 0 [J a z 8 %O 1. ob) Co J ,00 00 L 0 CO 0) ,00'00 an( cZLZ 9 neei 3. 7/23/04 PER CITY OT CARMEL, HAMIL Ti..)E1 COUNTY SURVEYOR, AND SOS COMMENTS 6/30/04 6/30/04 PER CTE/CEAY WAS if COMMENTS PEP SCS COMNAFN TS NO. DAM. REVISION DESCRIPTION oillili li U \s ft J. No. ..n_,..-. 900119 -0 --70 L4 1 STATE OF i iNDIA, I i \\C.D NA\__ 'C 1/0 1IIIII\\\ CLIENT PLATINUM LLC 9551 DELEGATES ROW INDIANA 46250 PHONE: 317-818-2900 FAX: 317-818-2910 PROPERTIES, INDIANAPOLIS, CONFIDENTIALITY STATEMENT understands that owned by lEI, and also, priviledged and confidential Accordingly, the recipient in strict confidence these materials to any not to make copies of agrees to use the purpose for which lEl and recipient agrees either upon completion of the request of lEI, The recipient of these materials copyright in the materials is that the materials contain business information of lEl. 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 lEl the intended purpose or upon whichever comes first. SITE ADDRESS: SUBDIVISION WEST ROAD INDIANA BELLEWOOD 131st STREET CARMEL, SCALE: 1 50' DATE. 7/23/04 DESIGNED CHECKED BY DGP DRAWN Br HwR BK DGP D BOOK RE l'. 03-03 FILE N/WE 0327DP.dwg DRANK TIIZE• PLAN PROFILES SANITARY SHEET NO: c50 _1 0 OQ uj t.L.1 CL c 4 co cc. I., 0 1..0 0 Z 1.4.3 O 4 22191. PROPOSED LEGEND 701 LAW" BEFORE YOU DIG —5544 cREE —26. CAVATE WITHOUT LOCATION SERVICE E COMMENCING WORK. 900 898 896 894 892 890 888 886 884 882 880 878 876 674 872 870 868 866 864 862 860 858 856 854 852 850 846 DAWN MEV 841100 SANITARY SEWER SANITARY MANHOLE SANITARY SEWER CLEANOUT STORM SEWER STORM SEWER INLET PIPE END SECTION UNDERDRAIN STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER 1 1/2" WATER METER BOX WATER MAIN FIRE HYDRANT POST INDICATOR VALVE GAS LINE UNDERGROUND ELECTRIC TRANSFORMER ld D in a_ H m c) 1-- o ou i »a I ficL. a CLr, M 00 co i cocom cc 'colo Go N Cr 0 0 Ili LC) 00 2 1--- oci M c t Mod,; 2 -Q-4- 1--.) -,t- -4- C0001-- r0 CO CO H 0 0 0 D ifjC3 0 D C cr, Z Z 0 cr, Z Z 0 C5 Z (7) 1-1-1- 0 Pi H L-- i- '1-)L E2t:CCECC II) 0_ 2 CC CY LK um_n__.ZZZ um_ H: Z Z Z Lu >1 0' No) 2 -4- 0 co ro I J L(0) D -4 C■1 (.13 ID a_ co CC CY (I) a_ 1-= Z Z 5+00 6+00 7+00 z 0 0< z> P V) e, U..1 U.1 z ..7.1 0 LLI I- 0 <Kr 8 g 0 DA z z L 8+00 9+00 SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. 10+00 LA a_ H B- Lu o 0 a_ 0 B- 0 D- 11+00 t t r WATER i MAIN 130 LF OF 8" SDR 35 PVC 0 0.45% 4 r r 1 1 4 t 1- t r EXISTING r i- GAS PIPELINE EXISTING GAS PIPELJNE 4- I i r t CON. SADDLE REQ'D. I I I t -r- t 1-- 4 1 1 H I I- INV. 876.80 t I 1 'I ---r- -I- 4 4 I 4 1 1- 1 r ii- 4 1 I 4 t 4 1 t I 1 -'r 1 t 4 t f t 196 LE OF 8" SDP 35 PVC 0.45% 149 LF OF 8" SDR 35 PVC 0.45% T 4 t -r- t 4 t t t -I- 1 T r I 1- 1 t I f i t f 1 1 1 4 l' 1- I- L L .1 4 1 t COMPACTED GRANULAR 1 i- I --1- 41 1 I t t ILL 1 BACKF REQD. -I -t 1 t t 4 t t 7 i r t t t i 1 I r -t- A_ F 1 1 t t 1 t-- 1 t t, t i 4,_ I 4- t 4 1 f -4--- I 1 r 't -r- Jr 1 1- i_ 4 1 i- 4 r-- .4_4. I -I- 1 i 1 4 I- t t A -----1--- ---f- t 1 t 1 I, ___I 1. I- I- r i r __L 4 1 i -r-- 1 1 --r 4 I H L A__ i 1 1 1- 1 I r 1- 4 __J f 4 1 12+00 COMPACTED GRANULAR BACKFILL REQ'D. Ld 0 0 o_ co ce coca NOB CN 0, 0 0 1 ''N mhm Luro o m t cr 61. c° 1- H mo_HIzzz LU IL F- 13+00 ;EXISTING GRADE__ cc co N tr) N f(Q 00 1- m oin z D CC CC 1- Et 4 1 I r 1 -1- —4-- 4 1-- -i---- t t i t 1— -r- I 1 14+00 tf) VJelV WM/NINO° 15+00 0 0_ 00 00 'co IXJH op o D Z_ 0 CT) co Cr CC 1,1 U..1 0» Z Z f40' d0e1 „Qc ,00 00 L 1111111101ND 411=1•111111 16+00 co 0 Co CO 4% c3 CS (4;\ cr) j l 17+00 0 0 1.0 co LU cc B- z a) co o w in (f a b. 0 co 't 0 H a 0 [J a z 8 %O 1. ob) Co J ,00 00 L 0 CO 0) ,00'00 an( cZLZ 9