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HomeMy WebLinkAbout30 C704 Storm Sewer Plan & ProfilesMIN. F.C. I oo.00' 724 94.49 T.C. 4.4 T.0 SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. COMP ACTED XIS1 GRANULAR RADE BACKFILL REQUIRED S89 955.33' <898 .00> 896.50 z a_ o_ o ft: If) o_ n. LLI 00 CO I- co CD D LLJ Z C•1 m WW CC CC 0 a_ z z a. ED 5, pop 1.-74% 8" PVC INV 888.20 LU Lil Z [to-- LU v) z l e.3 1 'f LLJ cr a 0 6+00 5+00 904 902 900 898 896 894 892 28 LF OF 890 15" RCP 0.50% 888 886 884 882 <895.90> 4 898.60 DATUM ELEV 850.00 100.00' 7 14 1 4, II I 900.6(f 897 50> I 729 I LU 0_ F- F- a= 0 NNNLO (0 CO 00 00 CO CO CO I__ a; 0 m ,i-ZZZ0 ad F- F- F- F- CC CC CC CC 00 WWWW 1 _0>>>> (r),ZZZZ (DM 29 r 729 0 0 98.91 98.4 1 15.0] 15.00 D.U. D.U.E. PROPOSED GRADE 0 Li 0 CN 100 00 oL,J o Lri NJ a 28 <897.00 I <896.10> 30 [900.10 900.10 160.00' 12" RCP 900.6Q COMP C TED GRA ULAR E3A0_, FILL REQUIRED I 135.00' MIN. F. G. 196.51-\ I a. at 0_ 0_ 0 C.) C..) 0 CC, CC fY CN (0 CV SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. 1 8" PVC INV. 887.80 I 727 6+00 5+00 0_ N 0) CO 0 if) r" 0 iri 0) CO Cr LLI (i) Z 904 902 900 898 896 894 890 888 886 884 882 25.00 96.6 0 0 15.00 15.00' D.U.E 98.1 25.00' D.U.E. 88.51 V 0 NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY" 892 8 WATER LINE DATUM ELEV 880.00 900 898 896 894 892 890 888 886 878 876 DATUM ELEV 875.00 CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. COMPACTED GRANULAR BACKFILL REQUIRED 122 LF OF 12" RCP 0.32% 884 882 28 D.U.E. CN LU F- F- z a= 0 OF 1,5" CP (4' 0.?5% 880 J F- Y C) 0 z 50' 30.00' B B. RC z.:1 +0) +0),,, CO CO CO ci_ O co CC CC CO 0 .LULU LULU H- cr h- 01 z z a 0 i L S 93.63 MIN. F.C. 4 8" PVC INV. 88 .49 NJ 889.50 41 90 3 892.70 90.5 MIN. F. 160,00' <890.50> 42 171 LF OF 15" RCP 0.78% 892.20 90. .160.00' 1 5" RCP; Li 7) MIN. F. 0 MIN 895.50 160.00' <893.20> 44 898.7Q 0 A(fm F.C. 159.99' 889.90> 43 1.0% MIN' PROPOSED GRADE 5+00 6+00 7+00 8+00 0 0 211 20.00' 9 -8 11 89.011 736 F716 CN 20,00' --n LU a_ coot° CO In Fr) Fr) o p 0; 0 CO CO CO F- N Fo5 0 Lu F- LLJ a: co cc a cc 0 H-(" z 90.01 89.41 SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. I 0/0 MIN 953 889.50 34 899.50] 160.00' 890.50> 33 898. 8 =1.....= 01 -8 MIN. 1 60. OC 11= 15" RCP 311F 88.4 tri D CM 1389.90> 32 898.50 _16100' F.G. <893.20> 31 900.10, 160.00' 1.0.....1■0■■•■•• 17516 0_ a. a_ 0 C.) fy 00 CC CC (X:. co 0 --n N t_u oo0001') CO CO 00 00W001-- L3 __J cry 0 ZZ Zo I-1- HI- 66 Lu E0 ,__:zzzz C.07D MIN. (96.8 98.4 MIN. 1 25.00' D.U.E. 196.3 WD 505 194.9 196. 0 0 0. C 0 25.00 D.U.E. 0 0 C 0 .44 H- -1- 1 15" R 50' R /W z LU "4 a r6 If) 0 z F 30.00' B.B. I PROPOSED GRADE 1 131 V.Y" OF 15" RCP 1 EXIST. GRADE 3 c.3 0 2 09% 0 Lri 0 0 0 0 0 1.6 0 8" PVC IN V. 889.34 94.91 LU CL F- LU 01 0 CL <897.00> 11 899.30 96.9 MIN, F 140.00' 1.0% MIN. <896.00> 898.60 <892.50> 9 898.60) MIN. F.G 140.00' 1.0% MIN. <895.10> 8 H. PJ96.00 V 92.25 Ica)) 900.40 D.U.E. COMPACTED GRANULAR BACKFILL REQUIRED 8" WATER LINE 28 LE OF 15" RCP L. T ©2L00% C I 4•1■11.11 /H93,401 f 150 L.F OF 12" RCP 0 0.50% 8+00 7+00 6+00 5+00 H93.01 904 902 900 898 896 894 892 890 888 886 884 882 DU. DATUM ELEV 880.00 CARMICHAEL COMMOM AREA W/ NEENAH R-350 NEENAH R-4342 NEENAH R-350 Ot\i. WALK ineei 7/23/04 PER CITY 1)1- ARV'? HAMILTON 3. COUNTY SUR VE_ YQP, AND :s• COMMENTS 2. 6/.30/04 PFR CTE-1C1 Ve WA COMMENTS 1 6/30104 PER ,r-;5(2,, C,i)NAVE.NTr: NO. DATE REL'7S/ON DESCR/PPON 0111 G P '7/, s reR6• r 9(In 11 9 n -t Si ONAL //11 11111‘1 0 CLIENT: PLATINUM LLC 9551 DELEGATES ROW INDIANA 46250 PHONE: 317-818-2900 FAX: 317-818-2910 PROPERTIES, INDIANAPOLIS, CONFIDENTIALITY STATEMENT: understands that owned by IEL 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 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 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 ID the intended purpose or upon whichever comes first. SITE ADDRESS.. SUBDIVISION WEST ROAD INDIANA BELLE 131st STREET CARMEL, SCALE 1" 50' DATE: 7/23/04 DESIGNED 13Y: DGP DRAWN BY: HWR CHECKED BY: DGP HEW BOOK 1: 03-03 FILE NAME 0327-STOR .dwg D8412/' IELL• SEWER PLAN PROFILES STORM SHEET NO: C7O4 MIN. F.C. I oo.00' 724 94.49 T.C. 4.4 T.0 SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. COMP ACTED XIS1 GRANULAR RADE BACKFILL REQUIRED S89 955.33' <898 .00> 896.50 z a_ o_ o ft: If) o_ n. LLI 00 CO I- co CD D LLJ Z C•1 m WW CC CC 0 a_ z z a. ED 5, pop 1.-74% 8" PVC INV 888.20 LU Lil Z [to-- LU v) z l e.3 1 'f LLJ cr a 0 6+00 5+00 904 902 900 898 896 894 892 28 LF OF 890 15" RCP 0.50% 888 886 884 882 <895.90> 4 898.60 DATUM ELEV 850.00 100.00' 7 14 1 4, II I 900.6(f 897 50> I 729 I LU 0_ F- F- a= 0 NNNLO (0 CO 00 00 CO CO CO I__ a; 0 m ,i-ZZZ0 ad F- F- F- F- CC CC CC CC 00 WWWW 1 _0>>>> (r),ZZZZ (DM 29 r 729 0 0 98.91 98.4 1 15.0] 15.00 D.U. D.U.E. PROPOSED GRADE 0 Li 0 CN 100 00 oL,J o Lri NJ a 28 <897.00 I <896.10> 30 [900.10 900.10 160.00' 12" RCP 900.6Q COMP C TED GRA ULAR E3A0_, FILL REQUIRED I 135.00' MIN. F. G. 196.51-\ I a. at 0_ 0_ 0 C.) C..) 0 CC, CC fY CN (0 CV SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. 1 8" PVC INV. 887.80 I 727 6+00 5+00 0_ N 0) CO 0 if) r" 0 iri 0) CO Cr LLI (i) Z 904 902 900 898 896 894 890 888 886 884 882 25.00 96.6 0 0 15.00 15.00' D.U.E 98.1 25.00' D.U.E. 88.51 V 0 NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY" 892 8 WATER LINE DATUM ELEV 880.00 900 898 896 894 892 890 888 886 878 876 DATUM ELEV 875.00 CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. COMPACTED GRANULAR BACKFILL REQUIRED 122 LF OF 12" RCP 0.32% 884 882 28 D.U.E. CN LU F- F- z a= 0 OF 1,5" CP (4' 0.?5% 880 J F- Y C) 0 z 50' 30.00' B B. RC z.:1 +0) +0),,, CO CO CO ci_ O co CC CC CO 0 .LULU LULU H- cr h- 01 z z a 0 i L S 93.63 MIN. F.C. 4 8" PVC INV. 88 .49 NJ 889.50 41 90 3 892.70 90.5 MIN. F. 160,00' <890.50> 42 171 LF OF 15" RCP 0.78% 892.20 90. .160.00' 1 5" RCP; Li 7) MIN. F. 0 MIN 895.50 160.00' <893.20> 44 898.7Q 0 A(fm F.C. 159.99' 889.90> 43 1.0% MIN' PROPOSED GRADE 5+00 6+00 7+00 8+00 0 0 211 20.00' 9 -8 11 89.011 736 F716 CN 20,00' --n LU a_ coot° CO In Fr) Fr) o p 0; 0 CO CO CO F- N Fo5 0 Lu F- LLJ a: co cc a cc 0 H-(" z 90.01 89.41 SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. I 0/0 MIN 953 889.50 34 899.50] 160.00' 890.50> 33 898. 8 =1.....= 01 -8 MIN. 1 60. OC 11= 15" RCP 311F 88.4 tri D CM 1389.90> 32 898.50 _16100' F.G. <893.20> 31 900.10, 160.00' 1.0.....1■0■■•■•• 17516 0_ a. a_ 0 C.) fy 00 CC CC (X:. co 0 --n N t_u oo0001') CO CO 00 00W001-- L3 __J cry 0 ZZ Zo I-1- HI- 66 Lu E0 ,__:zzzz C.07D MIN. (96.8 98.4 MIN. 1 25.00' D.U.E. 196.3 WD 505 194.9 196. 0 0 0. C 0 25.00 D.U.E. 0 0 C 0 .44 H- -1- 1 15" R 50' R /W z LU "4 a r6 If) 0 z F 30.00' B.B. I PROPOSED GRADE 1 131 V.Y" OF 15" RCP 1 EXIST. GRADE 3 c.3 0 2 09% 0 Lri 0 0 0 0 0 1.6 0 8" PVC IN V. 889.34 94.91 LU CL F- LU 01 0 CL <897.00> 11 899.30 96.9 MIN, F 140.00' 1.0% MIN. <896.00> 898.60 <892.50> 9 898.60) MIN. F.G 140.00' 1.0% MIN. <895.10> 8 H. PJ96.00 V 92.25 Ica)) 900.40 D.U.E. COMPACTED GRANULAR BACKFILL REQUIRED 8" WATER LINE 28 LE OF 15" RCP L. T ©2L00% C I 4•1■11.11 /H93,401 f 150 L.F OF 12" RCP 0 0.50% 8+00 7+00 6+00 5+00 H93.01 904 902 900 898 896 894 892 890 888 886 884 882 DU. DATUM ELEV 880.00 CARMICHAEL COMMOM AREA W/ NEENAH R-350 NEENAH R-4342 NEENAH R-350 Ot\i. WALK