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Home My WebLink AboutC20 UTILITY PROFILES Rev CloudPROPOSED SANITARY STR. EX SAN1-MH-ILC3 900 905 910 915 920 900 905 910 915 920 911.07915.291+00 910.99914.96910.96914.622+00 911.15914.54911.02914.233+00 910.92914.14910.82914.684+00910.75914.44911.22915.716"(N)908.208"(S)907.206"(NE)908.204+56.808"(N)906.648"(S)905.794+00.428"(N)904.798"(S)904.691+77.19MH-ILC3 T.R. 915.90SANITARY MH56 LF OF 8" SDR 35 PVC @ 1.00% SLOPE MH-ILC2 T.R. 914.44SANITARY MH223 LF OF 8" SDR 35 PVC @ 0.45% SLOPE MH-ILC1 T.R. 914.45SANITARY MH153 LF OF 8" SDR 35 PVC @ 0.45% SLOPE PROPOSED GROUND EXISTING GROUND PROFILE VIEW: 30:5 RCP BOTTOM: 906.33 RCP BOTTOM: 907.87 RCP BOTTOM: 908.82 24 LF OF 8" SDR 35 PVC @ 0.42%8"(N)904.118"(W)904.010+24.61MH-ILC1A T.R. 915.18STR.CONCRETE CRADLE PER TRICO DETAIL CONNECT NEW 8" SDR 35 PVC TO EXISTING PVC PER TRICO STANDARDS AND DETAILS. INV: ME ±903.80'SHELBORNE ROADPROPOSED BUILDING FFE: 916.60' FPG:916.10' LAG: 916.06' AB AA BA BB EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT SPILLWAY LOCATION REFER TO UTILITY DETAILS CA CB DA DB POND 100 YEAR ELEV: 912.52' POND 10 YEAR ELEV: 911.33' POND 2 YEAR ELEV: 910.45'915910 91 5 915 911 912 913 9 14 910910908908909909 91191191291291391391491491091590991191291391 4 916916 910909911912913914915914915914914915915915914914915 914914TB 913.10 TB 913.10 TB 913.10 TB 913.31 TB 913.10 TB 913.10 914.90 914.60 913.98 913.90 914.98 914.20 913.10 914.26 914.47 914.08 TB 913.10 912.70 TW 914.94 BW 911.22 TW 914.60 BW 911.31 TW 914.44 BW 911.54 118 LF OF 21" RCP @ 0.25%113 LF OF 21" RCP@ 0.35%95 LF OF 12" RCP@ 1.02%63 LF OF 12" RCP @ 1.40% 71 LF OF 12" RCP @ 0.95%223 LF OF 8" SDR 35 PVC@ 0.45%153 LF OF 8" SDR 35 PVC@ 0.45%87 LF OF 27 " RCP@ 0.30%56 LF OF 8" SDR 35 PVC@ 1.00%47 LF OF 6" SDR 35 PVC @ 1.05% 3 LF OF 6" SDR 35 PVC @ 1.05% 9 LF OF 6" SDR 35 PVC @ 1.05%80 LF OF 6" SDR 35 PVC@ 2.82% 41 LF OF 6" SDR 35 PVC @ 4.33% 65 LF OF 6" SDR 35 PVC @ 2.10% 17 LF OF 6" SDR 35 PVC @ 1.71% 25 LF OF 6" SDR 35 PVC @ 1.71%F OF 12" RCP@ 0.30%81 LF OF 12" RCP@ 0.58% 149 LF OF 18" RCP @ 0.15% 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. 12.2 Type C MH / R-3472 TR: 914.14 INV(W): 910.45 INV(NW): 911.00 INV(N): 911.64 INV(NW): 910.65STR. 12.1 Type C MH / R-3472 TR: 914.01 INV(E): 909.57 INV(W): 909.47 INV(E): 909.57 STR. 12 Type C MH / R-3286-8V TR: 914.19 INV(N): 908.80 INV(S): 908.70 INV(E): 908.80 STR. 11 Type C MH / R-3286-8V TR: 913.57 INV(N): 908.30 INV(S): 908.96 INV(E): 908.20 INV(NW): 908.30 INV(SE): 907.80 STR. 11.1 24'' ADS2824 Basin / ADS 2499CGS TR: 913.51 INV(SE): 910.00 STR. MH-ILC2 48 SANITARY MANHOLE TR: 914.44 INV(N): 906.64 INV(S): 905.79 STR. 10 27" CES INV(W): 907.94 STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C22] TR: 913.76 STR. RD06 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 PIV WATER TEE WATER TEE 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 INV:912.96 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): 909.33 STR. 23 Type C MH / R-2560-EA-E10 CONNECT TO EXISITNG 12" CMP TR: 913.96 INV(SW): 910.43 STR. RD10 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:909.50 STR. RD09 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.3 STR. SP01 Cleanout. Refer to MEP Plan for Connection to Building and Backflow Preventer INV(S): 913.00 STR. 20 12" CES INV(S): 909.00 STR. EX.1 EXISTING STRUCTURE INV(E): 906.44 INV(S): 906.44 STR. OCS 1.0A OCS[SEE DETAIL-C22]/ R-4342 INV(W): 906.66 TEE Water 45 Bend Water 45 Bend Water STR. MH-ILC3 48 SANITARY DROP MANHOLE TR: 915.90 INV(N): 908.20 INV(S): 907.20 INV(NE): 908.20 STR. 3.2 SAN C/O. TYPE 3 TR: 909.31 INV(E): 908.79 INV(W): 908.79 STR. 31 Type C MH / R-2560-EA-E10 TR: 913.24 INV(W): 909.39 LF OF 1 2" RCP217 LF OF 12" RCP@ 1.37%STR. 30 12" CES INV(E): 909.06 STR. 11.3 Type C MH / R-3286-8V TR: 914.10 INV(N): 909.93 INV(SW): 910.03 STR. MH-ILC1 48 SANITARY MANHOLE TR: 914.45 INV(N): 904.79 INV(S): 904.69 TR: 913.91 INV(SE): 910.41 S4 XA XB XC D3 D3 D3 D3 D3 D3 W3 W2 W1 XD XE D5 D5 D5 D5 W4 G1 W5 D1 D1 D1 D1 S1 W6 S2 S2 S2 S2 S2 S2 S2 S3 48 LF OF 6" SDR 3 5 P V C @ 1.05% STR. MH-ILC1A 48 SANITARY MANHOLE TR: 915.18 INV(N): 904.00 INV(W): 903.90 24 LF OF 8" SDR 35 PVC @ 0.42% S5 PLOT SCALE: 1:1 EDIT DATE: 1/3/22 - 3:39 PM EDITED BY: MMCCORKLE DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 1/3/22GENERAL NOTES UTILITY LEGEND KEYNOTES WATER LINE TELEPHONE LINE ELECTRIC LINE GAS LINE VALVE WATER METER PIT SANITARY SEWER LINE HYDRANT STORM SEWER LINE ROOF DRAIN CLEANOUT (STORM & SANITARY) BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C20 UTILITY PROFILESISLAMIC 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 1. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL. 6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7. ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF PIPE. 8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. (APPLIES TO COMMERCIAL ONLY) 9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH. 10. ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF HEALTH. 11. IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM. 12. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. EXISTING LEGEND PLAN VIEW EXISTING PIPE-MH-ILC3 SCALE 1"=40' 01/04/22