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Home My WebLink AboutC15.0 UTILITY PLAN SOUTH141ST STREET SHELBORNE ROADUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTAB 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 915 915 911 912 913 914 910910908908909909 91191191291291391391491491091591 5 909911912913913 914 9 1 4 916 916910909911912913914915914915914914915915915 914914TB 913.10 TB 913.10 TB 913.10 TB 913.31 TB 913.10 TB 913.10  913.96  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 915.06 BW 911.22 TW 914.77 BW 911.31 TW 914.71 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@ 0.73%153 LF OF 8" SDR 35 PVC@ 0.45%87 LF OF 27" R C P @ 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% 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%108 LF OF 12" RCP@ 0.30%81 LF OF 12" RCP@ 0.58%149 LF OF 18" RCP @ 0.15% 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): 910.65 STR. 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): 906.53 STR. EX SAN1 48 SANITARY MANHOLE TR: 911.82 INV(E): 903.90 INV(W): 903.80 STR. 10 27" CES INV(W): 907.94 STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C22] TR: 913.76 INV:910.96 FIRE HYDRANT ASSEMBLYSTR. 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 INV(S): 913.00 STR. 20 12" CES INV(S): 909.00 STR. 21 Type C MH / R-2560-EA-E10 TR: 912.91 INV(N): 909.32 INV(E): 909.42 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 STR. 31 Type C MH / R-2560-EA-E10 TR: 913.24 INV(W): 909.39 STR. 22 Type C MH / R-2560-EA-E10 TR: 913.51 INV(W): 909.90 INV(NE): 909.96 159 LF O F 1 2 " R C P @ 0.30% STR. 41 Type C MH / R-2560-EA-E10 CONNECT TO EXISTING 12" CMP TR: 913.29 INV(W): 909.88217 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): 904.90 INV(S): 904.79 38 LF OF 12" RCP @ 1.00%STR. 40 Type C MH / R-1714 TR: 913.67 INV(N): 909.40 INV(E): 909.50 D1 XA XB XC D3 D3 D3 D3 D3 XD XE D5D5 D5 D5 G1 D1 D1 D1 D1 S2 S2 S2 S2 S2 S2S3 48 LF OF 6" SDR 3 5 P V C @ 1.05% STR. MH-ILC1A 48 SANITARY MANHOLE TR: 915.32 INV(N): 904.11 INV(W): 904.01 22 LF OF 8" SDR 35 PVC @ 0.50%PLOT SCALE: 1:1 EDIT DATE: 10/11/21 - 10:19 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 10/11/21GENERAL 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. C15 UTILITY PLAN SOUTH 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 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 0'30'60' SCALE: 1"=30' 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) 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)