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Home My WebLink AboutC16 UTILITY PLAN CENTERSHELBORNE ROADPROPOSED BUILDING FFE: 916.60' FPG:916.10' LAG: 915.10'UTILITY EASEMENTUTILITY EASEMENTEXISTING FIRE HYDRANT 915 9 1 5 915915915915 915 915915916916915915914914915915915 914 914 913 9 1 5 913 9159139149139 1 4 9 1 3 91 2 912 915 914.60  912.82  915.36  914.26 TW 915.45 BW 911.60 TW 915.87 BW 910.52 TW 910.38BW 910.38 89 LF OF 12" RCP @ 0.64%129 LF OF 18" RCP@ 0.46%118 LF OF 21" RCP @ 0.25%56 LF OF 8" SDR 35 PVC@ 1.00%47 LF OF 6" SDR 3 5 P V C @ 1.00% 3 LF OF 6" SDR 35 PVC @ 1.00% 9 LF OF 6" SDR 35 PVC @ 1.00%80 LF OF 6" SDR 35 PVC@ 2 .82% 41 LF OF 6" SDR 35 PVC @ 4.33% 44 LF OF 6" SDR 35 PVC @ 3.96% 90 L F O F 6 " SDR 3 5 PVC@ 2 . 0 0% 77 LF OF 18" RCP @ 0.33% 65 LF OF 6" SDR 35 PVC @ 2.10% 17 LF OF 6" SDR 35 PVC @ 1.71% 60 LF OF 6" SDR 35 PVC @ 0.83% 18 LF OF 6" SDR 35 PVC @ 1.13% STR. 13 Type C MH / R-3286-8V TR: 914.50 INV(NE): 909.20 INV(S): 909.10 INV(SE): 909.20 INV(NE): 909.20 INV(NW): 909.20 STR. 14 Type C MH / R-3472 TR: 914.06 INV(E): 909.88 INV(SW): 909.79 INV(SE): 909.60 INV(E): 909.80 STR. 15 Type C MH / R-3472 TR: 914.13 INV(W): 910.45 INV(S): 910.40 STR. MH-ILC2 48 SANITARY MANHOLE TR: 914.44 INV(N): 906.64 INV(S): 906.53 STR. RD06 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 STR. RD05 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 PIV WATER TEE WATER TEE 45 Degree Bend Fire Department Connnection FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY Refer to MEP Plan for Connection to Building INV: 910.96 Refer to MEP Plan for Connection to Building INV: 910.96 Refer to MEP Plan for Connection to Building INV: 910.96 STR. RD2.3 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 STR. RD02.2 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 STR. RD01 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 STR. RD03 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:912.96 STR. RD04.2 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:912.96 STR. RD04.3 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:912.96 STR. 3.4 SAN C/O. TYPE 3. Refer to MEP Plan for Connection to Building INV(SW): 911.60 STR. CES 2 18" CES TR: 917.86 INV(N): 912.82 STR. CES 3 18" CES TR: 917.46 INV(S): 912.56 STR. RD08 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.30 STR. RD07 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.60 STR. SP01 Cleanout. Refer to MEP Plan for Connection to Building and Backflow Preventer INV(S): 913.00 TEE Water 45 Bend Water 45 Bend Water STR. MH-ILC3 48 SANITARY DROP MANHOLE TR: 915.90 INV(N): 911.29 INV(S): 907.20 INV(NE): 910.53 STR. 3.2 SAN C/O. TYPE 3 TR: 911.64 INV(E): 911.09 INV(W): 911.09 STR. 13.1 24'' ADS2824 Basin / ADS 2499CGS TR: 913.91 INV(SE): 910.41 17 LF OF 12" RCP @ 6.95% S4 D3 D3 D3 W3 W3 W3 W2 W1 XD XE D5 W4 G1 G2 W5 D1 S1 W6 S2 S2 S2 S3 PLOT SCALE: 1:1 EDIT DATE: 8/11/21 - 10:02 AM EDITED BY: MJACKSON DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 8/11/21GENERAL NOTES PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. KEYNOTES BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C16 UTILITY PLAN CENTER ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA DRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 LEE 4 RESET ELEVATION 910.53 (NAVD 88) A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE ORIGINAL CENTERLINE OF 146TH STREET. CSC TBM #156 ELEVATION 912.83 A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST STREET. CSC TBM #151 ELEVATION 912.59 A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET. MWJ DRAINAGE D1. UNDERDRAIN (SEE DETAIL) D2. EXPOSED ROCK DITCH @ 0.5% (SEE DETAIL) D3. PAVEMENT UNDERDRAIN(SEE DETAIL) D4. POND TO BE NATURALIZED PER CITY OF CARMEL STANDARDS. REFER TO LANDSCAPE PLANS FOR DETAILS. D5. DRAINAGE AND BMP EASEMENT PER CITY OF CARMEL STANDARDS. CROSSING XA.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XB.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XC.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XD.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XE.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE WATER W1. 6" FIRE PROTECTION WATERLINE W2. 2" DOMESTIC WATERLINE W3. 6" FIRE HYDRANT WATERLINE W4. WET TAP W5. WATER METER INSIDE BUILDING. REFER TO MEP PLAN W6.WATER VALVE GAS G1.PROPOSED 6" GAS LINE TO CONNECT TO GAS MAIN AT 141 ST. REFER TO MEP PLAN TO CONNECTION TO BUILDING. G2. GAS METER AND REGULATOR. REFER TO MEP PLANS FOR DETAILS SANITARY S1.PROPOSED 1500 GALLON GREASE TRAP. REFER TO MEP PLANS FOR CONNECTION TO BUILDING. S2.ALL SEWER UNDER PAVEMENT WILL NEED TO BE FULL DEPTH GRANULAR. S3.DROP MANHOLE(SEE DETAIL) S4.PROPOSED 24" SAMPLE PORT(SEE DETAIL) 0'30'60' SCALE: 1"=30' ILC DRAINAGE SUMMARY Existing Conditions Proposed Conditions Area(AC)CN 10-Yr Allowable Discharge(cfs) 100 Yr Allowable Dischage(cfs)Area(AC)CN 10-Yr Discharge(cfs) 10-Yr Required Detention(CF) 100- Yr Discharge(cfs) 100-Yr Required Detention(CF) Detention Provided (CF) Ex Southeast Basin Sheet Flow(E1)1.88 85 0.38 1.14 32,644 62,073 97,580 Ex. South Basin Depresssion (E2)1.4 85 Throughfare Plan (E3)0.52 91 Proposed South(P1)4.83 87 21.04 40.42 Proposed Throughfare(P2)0.523 91 1.86 3.4 Offsite Southeast(P3)0.974 85 2.45 4.95 Offsite South(P4)0.646 84 1.73 3.54 Total*3.803 0.38 1.14 6.973 27.08 52.31 Total After Storm Routing Without Offsite**0.37**1.14** Total After Storm Routing With Offsite***2.09***4.56*** *Discharge from the site following storm routing. **Discharge from the site following storm routing and detention not including offsite ***Discharge from the site following storm routing and detention including offsite. UTILITY LEGEND WATER LINE TELEPHONE LINE ELECTRIC LINE GAS LINE VALVE WATER METER PIT SANITARY SEWER LINE HYDRANT STORM SEWER LINE ROOF DRAIN CLEANOUT (STORM & SANITARY)