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Site Plans submitted to TAC_REVISED 07-05-22
CONTACT INFORMATION OWNER:AL SALAM FOUNDATION INC. ASHHAR MADNI 9551 VALPARAISO CT. INDIANAPOLIS, IN 46268 (317) 324-8202 ISLAMICLIFECENTER@GMAIL.COM ARCHITECT:MCCOY ARCHITECTS LLC CHRISTOPHER MCCOY 524 EAST HIGH STREET LEXINGTON, KY 40502 (859) 233-1884 CIVIL ENGINEER:THE VERIDUS GROUP TIMOTHY JENSEN, P.E. 6280 N. SHADELAND AVE., SUITE A INDIANAPOLIS, IN 46220 (317) 598-6647 TJENSEN@THEVERIDUSGROUP.COM CONTRACTOR:TBD LAND DESCRIPTION SEE C100 EXISTING TOPOGRAPHY SITE DETAILS ZONING DISTRICT ISLAMIC LIFE CENTER UTILITY STATEMENT The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. PROJECT DESCRIPTION PROPOSED BUILDING WITH ASSOCIATED PARKING, GRADING, AND UTILITIES. LATE SUMMER /EARLY FALL 2022 IS THE ANTICIPATED CONSTRUCTION START DATE ZONING: S1 -FRONT YARD SETBACK 40' MIN -SIDE YARD SETBACK 20' MIN -REAR YARD SETBACK 15' MIN VICINITY MAP LOCATION MAP Project Site Project Site LOT SIZE BUILDING SIZE PERVIOUS SURFACE AREA IMPERVIOUS SURFACE AREA PARKING SPACES (including future) CARMEL, INDIANA 4.67 ACRES 13,710 SQ FT 110 SPACES 117,612 SQ FT 85,813 SQ FT UTILITY CONTACTS UTILITY COMPANY CONTACT PHONE SANITARY SEWER STORM DRAINAGE WATER SERVICE GAS SERVICE ELECTRIC SERVICE TELEPHONE COMMUNICATION TRI-CO REGIONAL SEWER CARMEL DPT. OF STORM WATER DUKE ENERGY AT&T COMCAST CARMEL UTILITY VECTREN RYAN HARTMAN JERRY KASHMAN JON DUFF TBD (317)844-9200 ERIN SCHNEIDER TBD TBD (317) 571-2441 (317) 571-2442 (800)227-1376 (317) 261-8222 TBD TBD PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:11 PM EDITED BY: NBALENTINE DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C001 TITLE SHEET.DWGPRINT DATE: 7/5/2214120 SHELBORNE ROAD CARMEL, INDIANA 46074 CONSTRUCTION DOCUMENTS C1 TITLE SHEETISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD ADDRESS COMMENTS 2022.07.05 TOTAL DISTURBED AREA 5.83 ACRES Sheet List Table Sheet Number Sheet Title C1 TITLE SHEET C2 EXISTING TOPOGRAPHY C5 DEMOLITION PLAN SOUTH C6 DEMOLITION PLAN CENTER C7 DEMOLITION PLAN NORTH C8 SITE PLAN SOUTH C9 SITE PLAN CENTER C10 SITE PLAN NORTH C11 SITE DETAILS C11.1 SITE DETAILS C12 GRADING PLAN SOUTH C13 GRADING PLAN CENTER C14 GRADING PLAN NORTH C15 UTILITY PLAN SOUTH C16 UTILITY PLAN CENTER C17 UTILITY PROFILES C18 UTILITY PROFILES C19 UTILITY PROFILES C20 UTILITY PROFILES C21 UTILITY TABLES C23 EMERGENCY FLOOD ROUTING CENTER C22 EMERGENCY FLOOD ROUTING SOUTH C24 UTILITY DETAILS C25 UTILITY DETAILS C26 UTILITY DETAILS C27 EROSION CONTROL PLAN SOUTH C28 EROSION CONTROL PLAN CENTER C29 EROSION CONTROL PLAN NORTH C30 EROSION CONTROL DETAILS C31 STORM WATER POLLUTION PROTECTION PLAN C32 CITY OF CARMEL CONCRETE POLICY C33 CITY OF CARMEL PAVING POLICY C34 SANITARY SPECS L1 LANDSCAPE PLAN L2 LANDSCAPE PLAN L3 LANDSCAPE DETAILS L4 CONCEPT IRRIGATION PLAN L5 CONCEPT IRRIGATION DETAILS 141ST STREETSHELBORNE ROAD SHELBORNE ROAD TOPOGRAPHIC / BOUNDARY RETRACEMENT SURVEY SHEETDWN. BY:PROJECT NUMBERCHKD. BY:SCALE:DATE:OFPREPARED FOR:BROWNSBURG, INDIANA 4611223-B NORTH GREEN STREETCENTRAL STATES CONSULTING, LLCPHONE: 317-858-8662 FAX: 317-858-8672PREPARED BY:VERIDUS GROUP6280 N SHADELAND AVECARMEL, INDIANA141st STREET & SHELBORNE ROADINDIANAPOLIS, IN 46220RETRACEMENT SURVEYTOPOGRAPHIC BOUNDARY20-043RJMDRM06-07-20201" = 30'11VICINITY MAP9600013STATE OFNo.DO N ALDR.MOSSONR EGISTEREDINDIANALANDSURVEYORSITE VERTICAL DATUM:LEGEND:Donald R. MossonUTILITY STATEMENT:The underground utilities shown have been located from field surveyinformation and existing drawings. The surveyor makes no guarantees theunderground utilities comprise all such utilities in the area, either in-serviceor abandoned. The surveyor further does not warrant the undergroundutilities shown are in the exact location indicated, although the surveyordoes certify they are located as accurately as possible from informationavailable. The surveyor has not physically located the underground utilities.C2EXISTINGTOPOGRAPHYFLOODPLAIN STATEMENT:See Sheets C5-C7 for information related to floodplain data. 141ST STREET SHELBORNE ROADA A ±85'9.5'B C D D D D D D D D D D E E E F E G PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:39 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C5 DEMOLITION PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL 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 CONCRETE CURB & GUTTER ASPHALT TO BE REMOVED PAVEMENT TO BE SAWCUT TO BE REMOVED CONCRETE TO BE REMOVED DEMOLITION LEGEND OBJECT TO BE PROTECTED VEGETATION TO BE CLEARED UTILITY TO BE REMOVED BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C5 DEMOLITION 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. GCD ADDRESS COMMENTS 2022.07.05 EXISTING LEGEND LEGEND: C. O. A.LANDSCAPE ARCHITECT TO REVIEW AND COORDINATE EXISTING LANDSCAPE PLANT MATERIAL TO BE RELOCATED FOR SITE DEVELOPMENT. B.SIDEWALK SECTION TO BE REPLACED TO MATCH PROPOSED ADA CONDITIONS. C.FENCE TO BE REMOVED. D.EXISTING TREES TO BE REMOVED E.UTILITY MAY NEED SUPPORTED AND/OR ADJUSTED TO GRADE DUE TO CONSTRUCTION. COORDINATE WITH UTILITY AS NEEDED. F.COORDINATE RELOCATION AS NECESSARY FOR CONSTRUCTION. G.REMOVE EXISTING SANITARY MANHOLE IN ITS ENTIRETY PER TRICO STANDARDS AND SPECIFICATIONS. EXISTING PIPE TO REMAIN FOR PROPOSED EXTENSION TO NEW MANHOLE. 0'30'60' SCALE: 1"=30' 1.THE DEMOLITION PLAN IS BASED ON INFORMATION PROVIDED ON THE TOPOGRAPHIC SURVEY. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND COMPARING THE DOCUMENTS TO THE FIELD CONDITIONS. IF DISCREPANCIES OCCUR, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD. 2.THE CONTRACTOR SHALL REMOVE AND DISPOSE ALL EXISTING STRUCTURES, STONE, CONCRETE AND PAVEMENT OFF SITE UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWINGS. 3.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A MONUMENT IS MOVED OR DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND SURVEYOR OF RECORD. 4.THIS SECTION REQUIRES THE REMOVAL AND DISPOSAL, OFF SITE, OF THE FOLLOWING: a.SPECIFIED OBJECTS b.VEGETATION WITHIN THE WORK AREA. 5.CONTRACTOR SHALL SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF THE CONTRACT AND APPROPRIATE SPECIFICATION SECTIONS: a.A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND REMOVAL WORK TO BE COMPLETED. 6.JOB CONDITIONS a.SALVAGED MATERIALS: ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM SITE AS WORK PROGRESSES. TRANSPORT SALVAGED ITEMS FROM THE SITE AS THEY ARE REMOVED. b.STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE PERMITTED ON SITE. c.EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. d.TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. e.DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRE BY GOVERNING AUTHORITIES. f.PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION, CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT BUILDINGS, STRUCTURES, AND OTHER FACILITIES AND INJURY TO PERSONS. g.DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS. h.UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DISCONNECT, CAP AND REMOVE UTILITY SERVICES PER LOCAL REQUIREMENTS. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE BEEN COMPLETED TO THE SATISFACTION OF LOCAL UTILITIES. (AS REQUIRED) 7.DEMOLITION a.BELOW-GRADE CONSTRUCTION: DEMOLISH FOUNDATION WALLS AND BELOW-GRADE CONSTRUCTION, INCLUDING CONCRETE SLABS TO A DEPTH OF NOT LESS THAN 48 INCHES BELOW LOWEST FOUNDATION LEVEL. b.FILLING VOIDS: COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION. BACK FILL TO BE COMPACTED TO 90% STANDARD PROCTOR OR 98% ON NEW STRUCTURES. 8.DISPOSAL OF DEMOLISHED MATERIALS a.GENERAL: REMOVE WEEKLY FROM SITE ACCUMULATED DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. b.REMOVAL: TRANSPORT MATERIALS REMOVED FROM DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF-SITE. 9.TEMPORARY TRAFFIC CONTROL DURING DEMOLITION AND CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 11.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 12.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO REMOVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. 13.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. FLOODPLAIN DATA PER FEMA FLOOD INSURANCE MAP 18057C0205G, EFFECTIVE 11/19/2014 THE SITE IS LOCATED IN ZONE X. 100 YEAR FLOODPAINS, FLOODWAY FRINGES, AND FLOODWAYS DO NOT EXISTING ON SITE. ALSO VERIFIED ON HAMILTON COUNTY GIS. SHELBORNE ROADSHELBORNE ROADA ±84.7'C C C C C D D D D D D D PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:39 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C5 DEMOLITION PLAN SOUTH.DWGPRINT DATE: 7/5/220' GENERAL 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 CONCRETE CURB & GUTTER ASPHALT TO BE REMOVED PAVEMENT TO BE SAWCUT TO BE REMOVED CONCRETE TO BE REMOVED DEMOLITION LEGEND OBJECT TO BE PROTECTED VEGETATION TO BE CLEARED UTILITY TO BE REMOVED 30'60' SCALE: 1"=30' BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C6 DEMOLITION 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. GCD ADDRESS COMMENTS 2022.07.05 EXISTING LEGEND LEGEND: C. O. A.LANDSCAPE ARCHITECT TO REVIEW AND COORDINATE EXISTING LANDSCAPE PLANT MATERIAL TO BE RELOCATED FOR SITE DEVELOPMENT. B.SIDEWALK SECTION TO BE REPLACED TO MATCH PROPOSED ADA CONDITIONS. C.FENCE TO BE REMOVED. D.EXISTING TREES TO BE REMOVED E.UTILITY MAY NEED SUPPORTED AND/OR ADJUSTED TO GRADE DUE TO CONSTRUCTION. COORDINATE WITH UTILITY AS NEEDED. F.COORDINATE RELOCATION AS NECESSARY FOR CONSTRUCTION. G.REMOVE EXISTING SANITARY MANHOLE IN ITS ENTIRETY PER TRICO STANDARDS AND SPECIFICATIONS. EXISTING PIPE TO REMAIN FOR PROPOSED EXTENSION TO NEW MANHOLE. 1.THE DEMOLITION PLAN IS BASED ON INFORMATION PROVIDED ON THE TOPOGRAPHIC SURVEY. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND COMPARING THE DOCUMENTS TO THE FIELD CONDITIONS. IF DISCREPANCIES OCCUR, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD. 2.THE CONTRACTOR SHALL REMOVE AND DISPOSE ALL EXISTING STRUCTURES, STONE, CONCRETE AND PAVEMENT OFF SITE UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWINGS. 3.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A MONUMENT IS MOVED OR DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND SURVEYOR OF RECORD. 4.THIS SECTION REQUIRES THE REMOVAL AND DISPOSAL, OFF SITE, OF THE FOLLOWING: a.SPECIFIED OBJECTS b.VEGETATION WITHIN THE WORK AREA. 5.CONTRACTOR SHALL SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF THE CONTRACT AND APPROPRIATE SPECIFICATION SECTIONS: a.A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND REMOVAL WORK TO BE COMPLETED. 6.JOB CONDITIONS a.SALVAGED MATERIALS: ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM SITE AS WORK PROGRESSES. TRANSPORT SALVAGED ITEMS FROM THE SITE AS THEY ARE REMOVED. b.STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE PERMITTED ON SITE. c.EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. d.TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. e.DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRE BY GOVERNING AUTHORITIES. f.PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION, CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT BUILDINGS, STRUCTURES, AND OTHER FACILITIES AND INJURY TO PERSONS. g.DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS. h.UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DISCONNECT, CAP AND REMOVE UTILITY SERVICES PER LOCAL REQUIREMENTS. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE BEEN COMPLETED TO THE SATISFACTION OF LOCAL UTILITIES. (AS REQUIRED) 7.DEMOLITION a.BELOW-GRADE CONSTRUCTION: DEMOLISH FOUNDATION WALLS AND BELOW-GRADE CONSTRUCTION, INCLUDING CONCRETE SLABS TO A DEPTH OF NOT LESS THAN 48 INCHES BELOW LOWEST FOUNDATION LEVEL. b.FILLING VOIDS: COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION. BACK FILL TO BE COMPACTED TO 90% STANDARD PROCTOR OR 98% ON NEW STRUCTURES. 8.DISPOSAL OF DEMOLISHED MATERIALS a.GENERAL: REMOVE WEEKLY FROM SITE ACCUMULATED DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. b.REMOVAL: TRANSPORT MATERIALS REMOVED FROM DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF-SITE. 9.TEMPORARY TRAFFIC CONTROL DURING DEMOLITION AND CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 11.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 12.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO REMOVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. 13.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. FLOODPLAIN DATA PER FEMA FLOOD INSURANCE MAP 18057C0205G, EFFECTIVE 11/19/2014 THE SITE IS LOCATED IN ZONE X. 100 YEAR FLOODPAINS, FLOODWAY FRINGES, AND FLOODWAYS DO NOT EXISTING ON SITE. ALSO VERIFIED ON HAMILTON COUNTY GIS. SHELBORNE ROADISLAMIC 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. GCD ADDRESS COMMENTS 2022.07.05 EXISTING LEGEND PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:39 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C5 DEMOLITION PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL 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 CONCRETE CURB & GUTTER ASPHALT TO BE REMOVED PAVEMENT TO BE SAWCUT TO BE REMOVED CONCRETE TO BE REMOVED DEMOLITION LEGEND OBJECT TO BE PROTECTED VEGETATION TO BE CLEARED UTILITY TO BE REMOVED BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C7 DEMOLITION PLAN NORTH LEGEND: C. O. A.LANDSCAPE ARCHITECT TO REVIEW AND COORDINATE EXISTING LANDSCAPE PLANT MATERIAL TO BE RELOCATED FOR SITE DEVELOPMENT. B.SIDEWALK SECTION TO BE REPLACED TO MATCH PROPOSED ADA CONDITIONS. C.FENCE TO BE REMOVED. D.EXISTING TREES TO BE REMOVED E.UTILITY MAY NEED SUPPORTED AND/OR ADJUSTED TO GRADE DUE TO CONSTRUCTION. COORDINATE WITH UTILITY AS NEEDED. F.COORDINATE RELOCATION AS NECESSARY FOR CONSTRUCTION. G.REMOVE EXISTING SANITARY MANHOLE IN ITS ENTIRETY PER TRICO STANDARDS AND SPECIFICATIONS. EXISTING PIPE TO REMAIN FOR PROPOSED EXTENSION TO NEW MANHOLE. 0'30'60' SCALE: 1"=30' 1.THE DEMOLITION PLAN IS BASED ON INFORMATION PROVIDED ON THE TOPOGRAPHIC SURVEY. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND COMPARING THE DOCUMENTS TO THE FIELD CONDITIONS. IF DISCREPANCIES OCCUR, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD. 2.THE CONTRACTOR SHALL REMOVE AND DISPOSE ALL EXISTING STRUCTURES, STONE, CONCRETE AND PAVEMENT OFF SITE UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWINGS. 3.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A MONUMENT IS MOVED OR DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND SURVEYOR OF RECORD. 4.THIS SECTION REQUIRES THE REMOVAL AND DISPOSAL, OFF SITE, OF THE FOLLOWING: a.SPECIFIED OBJECTS b.VEGETATION WITHIN THE WORK AREA. 5.CONTRACTOR SHALL SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF THE CONTRACT AND APPROPRIATE SPECIFICATION SECTIONS: a.A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND REMOVAL WORK TO BE COMPLETED. 6.JOB CONDITIONS a.SALVAGED MATERIALS: ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM SITE AS WORK PROGRESSES. TRANSPORT SALVAGED ITEMS FROM THE SITE AS THEY ARE REMOVED. b.STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE PERMITTED ON SITE. c.EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. d.TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. e.DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRE BY GOVERNING AUTHORITIES. f.PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION, CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT BUILDINGS, STRUCTURES, AND OTHER FACILITIES AND INJURY TO PERSONS. g.DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS. h.UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DISCONNECT, CAP AND REMOVE UTILITY SERVICES PER LOCAL REQUIREMENTS. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE BEEN COMPLETED TO THE SATISFACTION OF LOCAL UTILITIES. (AS REQUIRED) 7.DEMOLITION a.BELOW-GRADE CONSTRUCTION: DEMOLISH FOUNDATION WALLS AND BELOW-GRADE CONSTRUCTION, INCLUDING CONCRETE SLABS TO A DEPTH OF NOT LESS THAN 48 INCHES BELOW LOWEST FOUNDATION LEVEL. b.FILLING VOIDS: COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION. BACK FILL TO BE COMPACTED TO 90% STANDARD PROCTOR OR 98% ON NEW STRUCTURES. 8.DISPOSAL OF DEMOLISHED MATERIALS a.GENERAL: REMOVE WEEKLY FROM SITE ACCUMULATED DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. b.REMOVAL: TRANSPORT MATERIALS REMOVED FROM DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF-SITE. 9.TEMPORARY TRAFFIC CONTROL DURING DEMOLITION AND CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 11.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 12.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO REMOVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. 13.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. FLOODPLAIN DATA PER FEMA FLOOD INSURANCE MAP 18057C0205G, EFFECTIVE 11/19/2014 THE SITE IS LOCATED IN ZONE X. 100 YEAR FLOODPAINS, FLOODWAY FRINGES, AND FLOODWAYS DO NOT EXISTING ON SITE. ALSO VERIFIED ON HAMILTON COUNTY GIS. 141ST STREET SHELBORNE ROADE E E E F H H B B A O P P P A A B B B B RR R R 18' 25' 36' 25' 4 SPACES (9') 3 SPACES (9') 13 SPACES (9') 10'25' 18' 16 SPACES (9') S 5' T B B T V Y Y Y B B J R U AG R5' R5' R4' R15' R10' 5'R 13 SPACES (9') R15' R5' 5'R 5'R 10'R 5'R 5'R 6' 26' 5'R 9 SPACES (9') AC AC R AB O AC AB D D R PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:22 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C8 SITE PLAN SOUTH.DWGPRINT DATE: 7/5/220'30'60' SCALE: 1"=30' 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. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C8 SITE PLAN SOUTH A.ASPHALT PARKING B.VERTICAL CONCRETE CURB C.FLUSH CURB D.TAPERED CURB TERMINATION E.ACCESSIBLE RAMP (PERPENDICULAR) F.4" WHITE-LINE ASPHALT STRIPING G.4" BLUE-LINE HANDICAP STRIPING H.STRIPED CROSSWALK I.PARKING BUMPERS J.BIKE RACKS K.REFER TO MEP SHEETS FOR COORDINATION OF CONDENSERS, ELECTRICAL TRANSFORMER AND CABINETS L.GROUND SIGN. SEE DETAIL D+E/A9 M.GAS AND ELECTRIC STUB FOR OUTDOOR GRILL. COORDINATE WITH MEP PLANS N.WINDOW WELL. SEE ARCHITECTURAL O.EXTERIOR STAIR. SEE ARCHITECTURAL P.POLE LIGHT & CONCRETE BASE Q.30' FLAG POLE R.ASPHALT MULTI-USE PATH (10') S.DETENTION POND (SEE GRADING PLAN) T.ROLLED CONCRETE CURB (SEE SITE DETAIL) U.OUTLET CONTROL STRUCTURE (SEE UTILITY DETAIL) V.FIRE HYDRANT ASSEMBLY W.FIRE DEPARTMENT CONNECTION X.DUMPSTER ENCLOSURE. SEE DETAIL A+B/A4 Y.SETBACK LINE Z.FUTURE R/W ROAD IMPROVEMENT AA.1500 GREASE TRAP (SEE MAP PLANS FOR DETAILS) AB.24" SAMPLE PORT (SEE UTILITY DETAILS) AC.ACCESSIBLE PERPENDICULAR CURB RAMP (CONCRETE) AD.EMERGENCY RAMP TO POND PER HAMILTON COUNTY SURVEYOR OFFICE KEYNOTES SITE LEGEND LIGHT DUTY ASPHALT PAVEMENT MULTI-USE PATH ASPHALT PAVEMENT CONCRETE GRAVEL ADA ACCESSIBLE PARKING SPACE RIGHT-OF-WAY PAVEMENT. SEE C-11 CARMEL STANDARD DETAIL 10-22 SITE DATA SITE ZONING:S-1 SPECIAL USE PROJECT AREA:5.83 Acres BUILDING AREA:±13,710 SF STANDARD PARKING: 104 HANDICAP PARKING PROVIDED (includes 6 van accessible spaces)6 TOTAL PROPOSED PARKING PROVIDED 110 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. GCD ADDRESS COMMENTS 2022.07.05 EXISTING LEGEND GENERAL NOTES 1.ANY DISCREPANCY IN THE PLANS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR REVIEW. 2.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS AS APPROPRIATE. 3.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT (EOP) OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4.ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5.ALL DIMENSIONS ARE PARALLEL WITH OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7.CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. ANY DAMAGE TO EXISTING FACILITIES WILL BE CORRECT AND PAID BY THE CONTRACTOR. 8.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 9.ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING OR IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4” OF TOP SOIL. 10.ALL UTILITY TRENCHES UNDER AND WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 11.ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS, WITH A MAXIMUM CROSS SLOPE OF ¼ FT. & MAXIMUM LINEAR SLOPE OF 1:20. 12.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A CORNER MONUMENT IS MOVED OR DAMAGED, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OR SURVEYOR OF RECORD. 13.CONCRETE CONTRACTION, OR CONSTRUCTION JOINTS, SHALL BE SAWN JOINTS PERFORMED WITHIN 24 HRS. OF THE ORIGINAL FINISH. CONCRETE JOINTS TO BE PROVIDED IN ACCORDANCE WITH ACI GUIDELINES. 14.HORIZONTAL LAYOUT PLAN FOR CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 15.ALL CONCRETE CURBS SHALL BE EITHER METAL FORMED OR MACHINE EXTRUDED CURBS. SEE SPECIFICATIONS. 16.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. LEGEND: C. O. SHELBORNE ROADSHELBORNE ROADPROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL (BASEMENT) FFE: 907.85 MFPG: 911.39' MLAG: 914.68' (ROAD) 911.80' (OVERFLOW WEIR) B B C J E E G H B B D D L A M N N O P P P A Q RR 12 SPACES (9') 8 SPACES (9') 14 SPACES (9') 8 SPACES (9') 6 SPACES (9') 10' 14.07'31' 12'R 3.5'R 3.5'R 10'R 5'R 5'R 5 SPACES (9') 18.03'25' 36' 18' 25' 25' 4 SPACES (9') 3 SPACES (9') P R 25' 6.04' 17.47' 5.5' 5' 5.5' 5.5' 5'R 15'R 5'R T B T BB 9' 18.33'17.33'21.83' 5'9'5'9' 5'R 4'R 12'R 25' 5 SPACES (9') R V W V 20' 4.51' 13' 24' B X Y Y 5' J K R4' 5'R 5'R 10'R 5'R 5'R 6' 26' E E E 18' 1.83' 6.04'5' O I I I O O O AC AC AC AB B B I I I PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:22 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C8 SITE PLAN SOUTH.DWGPRINT DATE: 7/5/22PER 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. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C9 SITE PLAN CENTER A.ASPHALT PARKING B.VERTICAL CONCRETE CURB C.FLUSH CURB D.TAPERED CURB TERMINATION E.ACCESSIBLE RAMP (PERPENDICULAR) F.4" WHITE-LINE ASPHALT STRIPING G.4" BLUE-LINE HANDICAP STRIPING H.STRIPED CROSSWALK I.PARKING BUMPERS J.BIKE RACKS K.REFER TO MEP SHEETS FOR COORDINATION OF CONDENSERS, ELECTRICAL TRANSFORMER AND CABINETS L.GROUND SIGN. SEE DETAIL D+E/A9 M.GAS AND ELECTRIC STUB FOR OUTDOOR GRILL. COORDINATE WITH MEP PLANS N.WINDOW WELL. SEE ARCHITECTURAL O.EXTERIOR STAIR. SEE ARCHITECTURAL P.POLE LIGHT & CONCRETE BASE Q.30' FLAG POLE R.ASPHALT MULTI-USE PATH (10') S.DETENTION POND (SEE GRADING PLAN) T.ROLLED CONCRETE CURB (SEE SITE DETAIL) U.OUTLET CONTROL STRUCTURE (SEE UTILITY DETAIL) V.FIRE HYDRANT ASSEMBLY W.FIRE DEPARTMENT CONNECTION X.DUMPSTER ENCLOSURE. SEE DETAIL A+B/A4 Y.SETBACK LINE Z.FUTURE R/W ROAD IMPROVEMENT AA.1500 GREASE TRAP (SEE MAP PLANS FOR DETAILS) AB.24" SAMPLE PORT (SEE UTILITY DETAILS) AC.ACCESSIBLE PERPENDICULAR CURB RAMP (CONCRETE) AD.EMERGENCY RAMP TO POND PER HAMILTON COUNTY SURVEYOR OFFICE KEYNOTES SITE LEGEND LIGHT DUTY ASPHALT PAVEMENT MULTI-USE PATH ASPHALT PAVEMENT CONCRETE GRAVEL ADA ACCESSIBLE PARKING SPACE RIGHT-OF-WAY PAVEMENT. SEE C-11 CARMEL STANDARD DETAIL 10-22 SITE DATA SITE ZONING:S-1 SPECIAL USE PROJECT AREA:5.83 Acres BUILDING AREA:±13,710 SF STANDARD PARKING: 104 HANDICAP PARKING PROVIDED (includes 6 van accessible spaces)6 TOTAL PROPOSED PARKING PROVIDED 110 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. GCD ADDRESS COMMENTS 2022.07.05 EXISTING LEGEND LEGEND: C. O. GENERAL NOTES 1.ANY DISCREPANCY IN THE PLANS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR REVIEW. 2.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS AS APPROPRIATE. 3.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT (EOP) OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4.ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5.ALL DIMENSIONS ARE PARALLEL WITH OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7.CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. ANY DAMAGE TO EXISTING FACILITIES WILL BE CORRECT AND PAID BY THE CONTRACTOR. 8.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 9.ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING OR IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4” OF TOP SOIL. 10.ALL UTILITY TRENCHES UNDER AND WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 11.ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS, WITH A MAXIMUM CROSS SLOPE OF ¼ FT. & MAXIMUM LINEAR SLOPE OF 1:20. 12.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A CORNER MONUMENT IS MOVED OR DAMAGED, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OR SURVEYOR OF RECORD. 13.CONCRETE CONTRACTION, OR CONSTRUCTION JOINTS, SHALL BE SAWN JOINTS PERFORMED WITHIN 24 HRS. OF THE ORIGINAL FINISH. CONCRETE JOINTS TO BE PROVIDED IN ACCORDANCE WITH ACI GUIDELINES. 14.HORIZONTAL LAYOUT PLAN FOR CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 15.ALL CONCRETE CURBS SHALL BE EITHER METAL FORMED OR MACHINE EXTRUDED CURBS. SEE SPECIFICATIONS. 16.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 0'30'60' SCALE: 1"=30' SHELBORNE ROADR R PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:22 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C8 SITE PLAN SOUTH.DWGPRINT DATE: 7/5/22PER 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. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. EXISTING LEGEND C10 SITE PLAN NORTH A.ASPHALT PARKING B.VERTICAL CONCRETE CURB C.FLUSH CURB D.TAPERED CURB TERMINATION E.ACCESSIBLE RAMP (PERPENDICULAR) F.4" WHITE-LINE ASPHALT STRIPING G.4" BLUE-LINE HANDICAP STRIPING H.STRIPED CROSSWALK I.PARKING BUMPERS J.BIKE RACKS K.REFER TO MEP SHEETS FOR COORDINATION OF CONDENSERS, ELECTRICAL TRANSFORMER AND CABINETS L.GROUND SIGN. SEE DETAIL D+E/A9 M.GAS AND ELECTRIC STUB FOR OUTDOOR GRILL. COORDINATE WITH MEP PLANS N.WINDOW WELL. SEE ARCHITECTURAL O.EXTERIOR STAIR. SEE ARCHITECTURAL P.POLE LIGHT & CONCRETE BASE Q.30' FLAG POLE R.ASPHALT MULTI-USE PATH (10') S.DETENTION POND (SEE GRADING PLAN) T.ROLLED CONCRETE CURB (SEE SITE DETAIL) U.OUTLET CONTROL STRUCTURE (SEE UTILITY DETAIL) V.FIRE HYDRANT ASSEMBLY W.FIRE DEPARTMENT CONNECTION X.DUMPSTER ENCLOSURE. SEE DETAIL A+B/A4 Y.SETBACK LINE Z.FUTURE R/W ROAD IMPROVEMENT AA.1500 GREASE TRAP (SEE MAP PLANS FOR DETAILS) AB.24" SAMPLE PORT (SEE UTILITY DETAILS) AC.ACCESSIBLE PERPENDICULAR CURB RAMP (CONCRETE) AD.EMERGENCY RAMP TO POND PER HAMILTON COUNTY SURVEYOR OFFICE KEYNOTES SITE LEGEND LIGHT DUTY ASPHALT PAVEMENT MULTI-USE PATH ASPHALT PAVEMENT CONCRETE GRAVEL ADA ACCESSIBLE PARKING SPACE RIGHT-OF-WAY PAVEMENT. SEE C-11 CARMEL STANDARD DETAIL 10-22 SITE DATA SITE ZONING:S-1 SPECIAL USE PROJECT AREA:5.83 Acres BUILDING AREA:±13,710 SF STANDARD PARKING: 104 HANDICAP PARKING PROVIDED (includes 6 van accessible spaces)6 TOTAL PROPOSED PARKING PROVIDED 110 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. GCD ADDRESS COMMENTS 2022.07.05 LEGEND: C. O. GENERAL NOTES 1.ANY DISCREPANCY IN THE PLANS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR REVIEW. 2.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS AS APPROPRIATE. 3.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT (EOP) OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4.ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5.ALL DIMENSIONS ARE PARALLEL WITH OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7.CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. ANY DAMAGE TO EXISTING FACILITIES WILL BE CORRECT AND PAID BY THE CONTRACTOR. 8.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 9.ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING OR IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4” OF TOP SOIL. 10.ALL UTILITY TRENCHES UNDER AND WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 11.ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS, WITH A MAXIMUM CROSS SLOPE OF ¼ FT. & MAXIMUM LINEAR SLOPE OF 1:20. 12.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A CORNER MONUMENT IS MOVED OR DAMAGED, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OR SURVEYOR OF RECORD. 13.CONCRETE CONTRACTION, OR CONSTRUCTION JOINTS, SHALL BE SAWN JOINTS PERFORMED WITHIN 24 HRS. OF THE ORIGINAL FINISH. CONCRETE JOINTS TO BE PROVIDED IN ACCORDANCE WITH ACI GUIDELINES. 14.HORIZONTAL LAYOUT PLAN FOR CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 15.ALL CONCRETE CURBS SHALL BE EITHER METAL FORMED OR MACHINE EXTRUDED CURBS. SEE SPECIFICATIONS. 16.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 0'30'60' SCALE: 1"=30' 1-3/4" SQUAREGALVANIZEDSIGN POST (REFERTOBREAKAWAY POSTDETAIL) SIGN PER PLAN R1-1(24x24) 6" COMPACTED & WELL DRAINED SUBGRADE COMPACTED TO 98% MAX. DRY DENSITY PER ASTM D698 TACK COAT 18.00"24.00"4.00"TOP OF GRADE TOP SOIL GEO-TEXTILE FABRIC GEO-TEXTILE FABRIC NO. 8 CLEAN STONE EXPOSED ROCK DETAIL NOT TO SCALE TOP OF GRAVELRIVER GRAVEL INDOT SUBGRADE TREATMENT, TYPE IBC OR IC TACK COAT SEE CARMEL STANDARD DRAWING 10-8 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:24 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C11 SITE DETAILS.DWGPRINT DATE: 7/5/22C11 SITE DETAILSISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD ©PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:38 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C11 SITE DETAILS.DWGPRINT DATE: 7/5/22C11.1 SITE DETAILSISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD ADDRESS COMMENTS 2022.07.05 913913913 914914 914914915914914914914902903904POND 100 YEAR ELEV: 909.39' POND 10 YEAR ELEV: 908.26' POND 2 YEAR ELEV: 907.61'901920.52 920.30 916.59 915.57 920.30 916.53 915.26 915.36 915.84 915.54 915.74 TC 915.17 BC 914.67 TC 915.47 BC 914.97 915.49915.56 TC 915.25 BC 914.75 TC 915.11 BC 914.61 TC 915.00 BC 914.50 TC 915.00 BC 914.50 TC 915.27 BC 914.77 TC 914.72 BC 914.22TC 914.58 BC 914.08 TC 914.51 BC 914.01 TC +3" BC 913.85 TC +3" BC 912.94 915.55 915.10 915.09 915.19 915.25915.24 915.46 915.74 915.65 915.44 915.30 914.37 914.30 914.50914.55 913.64 915.05915.14 914.97915.18 915.16 913.60 913.49 914.21 914.10 TC 914.19 BC 913.69 TC 914.11 BC 913.61 TC +3" BC 913.48 TC 914.52 BC 914.02TC 914.48 BC 913.98 TC 914.17 BC 913.67 TC 914.26 BC 913.76 TC 914.64 BC 914.14 TC 914.70 BC 914.20 TC 914.45 BC 913.95TC 914.24 BC 913.74 TC 914.02 BC 913.52 TC 914.21 BC 913.71 TC 914.61 BC 914.11 TC 915.00 BC 914.50 TC 914.91 BC 914.41 TC 915.08 BC 914.58 TC 915.16 BC 914.66 TC 915.27 BC 914.77 TC 914.95 BC 914.45 TC 915.09 BC 914.59 TC 913.47 BC 912.97 TC 912.50 BC 912.00 TC 913.68 BC 913.18 TC 914.06 BC 913.56 TC 915.32 BC 914.82 TC 912.95 BC 912.45 TC 913.26 BC 912.76 TC 913.75 BC 913.25 TC 914.86 BC 914.36 TC 915.41 BC 914.91 TC 912.98 BC 912.48 912.72± ME912.78± ME TC 913.33 BC 912.83 TC 913.83 BC 913.33 913.92 912.94± ME TC 914.89 BC 914.89 TC 914.83 BC 914.83 915.26 914.71914.80 914.38 914.47 914.11 914.22 TC 913.62 BC 913.12 TC 915.46 BC 914.96 TC 915.46 BC 914.96 914.00 912.56 904.85 914.14 914.25 TC 913.81 BC 913.31 906.09 912.74TOR 913.53 914.03 913.96TOR 914.07± ME 913.01± ME 915.16± ME 914.56 914.49± ME 914.52± ME 914.47 914.68 914.79 915.79 915.69 915.65 915.24 913.89 912.83 913.73 912.34 910.30 912.70TOR 912.25 914.16 911.22± ME 911.14± ME 911.24± ME 911.21± ME 911.39± ME 911.54± ME 910.71± ME 910.59± ME 910.47± ME 914.69 914.78 914.82 914.88 914.88 914.82 915.00± ME 915.10± ME 915.00± ME 914.16 914.05 913.96 913.93 909.84 914.91913.48TOR 913.24TOR 904.89 914914909902 908 910 912 913910909 910909911912912914911910909911912913914899897898 913.54 913.46 912.92± ME 912.78 910.03 912.88 908.70 911.40± ME 908.38 TC 912.64 BC 912.14± ME 913.23 915.68 NORMAL POOL ELEV: 906.75' 904.85 904.85 904.85 10' 10' 920.52 915.96 915.75 BW 915.76 915.84 920.52 BW 915.87TC 915.48 BC 914.98 913.19 913.29 913.19 913.29 912.50 912.59 912.50 912.59 915.02 913.83 914.20 915.76 915.60915.35 915.63 915.64 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:44 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 7/5/220' GENERAL NOTES EXISTING LEGEND 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. 30'60' SCALE: 1"=30' BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C12 GRADING 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. GCD ADDRESS COMMENTS 2022.07.05 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE AND LOCAL REGULATIONS. 2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE RESPONSIBLE PARTY. 4.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR WITHIN 5 FEET OF PAVEMENT. 7.AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUB-DRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT ANY DEFICIENT CONDITIONS. 9.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11.ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO STANDARD INDOT SPECIFICATIONS. 12.INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13.CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER. IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 14.CONTRACTOR SHALL PERFORM GRADING AND COMPACTION AND LIME STABILIZATION OF PAVEMENT SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. 15.STRUCTURES RECEIVING SUBSURFACE DRAINS SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED. 16.ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN EXISTING PERMIT. 17.THE STORM SEWER SYSTEM IS BEING PROPOSED AS A PRIVATE SYSTEM LEGEND: C. O. GRADING LEGEND 000.00 MATCH EXISTINGME FLOW LINE SPOT ELEVATIONS HIGH POINTHP LOW POINTLP FLOW ARROW TC 000.00 CURB ELEVATIONSBC 000.00 BOTTOM OF CURBBC TOP OF CURBTC TOP OF RIM/CASTINGTR FLOWLINEFL CONTOURS000 RIDGE TOP OF WALLTW BOTTOM OF WALLBW PER 303.07 LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE; SHALL BE SET A MINIMUM OF 2 FEET ABOVE THE HIGHEST NOTED OVERFLOW PATH/PONDING ELEVATION ACROSS THE PROPERTY FRONTAGE. MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS. MLAG = 2' ABOVE PROPERTY FRONTAGE=912.68+2'=914.68 2' ABOVE OVERFLOW WEIR = 908.8+2=911.8 MFPG = 2' ABOVE THE 100-YEAR ELEVATION = 909.39+2'=911.39' PROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL (BASEMENT) FFE: 907.85 MFPG: 911.39' MLAG: 914.68' (ROAD) 911.80' (OVERFLOW WEIR)915915915 912912912 913 913913913 914914914914 91 5 911913 91 2 911 910 920.52 920.30 916.59 915.57 920.30 916.53 915.26 915.36 915.84 915.74 915.54 915.74 915.74 TC 915.17 BC 914.67 TC 915.47 BC 914.97 915.49915.56 TC 915.25 BC 914.75 915.55 915.10 915.09 915.19 915.25915.24 915.46 920.40 915.74 915.65 915.44 915.30 915.62 BW 915.23 TW 920.42 915.74 915.57 915.63 920.40 915.04 915.28 915.57 915.17 915.60 920.32 915.60 915.47 915.56 915.55 TW 920.41TW 920.40 915.47 915.93 915.04 915.01 915.00 914.96 914.85 TC 915.28 BC 914.78 TC 915.08 BC 914.58 TC 914.64 TC 914.70 BC 914.20 TC 914.61 TC 915.00 BC 914.50 TC 915.08 BC 914.58 TC 915.16 BC 914.66 TC 915.27 BC 914.77 TC 914.95 BC 914.45 TC 915.09 BC 914.59 TC 915.56 BC 915.06 TC 915.37 BC 914.87 TC 915.30 BC 914.80 TC 915.12 BC 914.62 TC 915.24 BC 914.74 TC 915.47 BC 914.97 TC 915.23 BC 914.73 TC 915.10 BC 914.60 TC 915.00 BC 914.50 TC 915.46 BC 914.96 TC 915.46 BC 914.96 TC 915.35 BC 914.85 TC 915.66 BC 915.16 TC 915.83 BC 915.33 TC 916.04 BC 915.54 TC 915.24 BC 914.74 TC 915.17 BC 914.67 TC 915.48 BC 914.98 TC 915.72 BC 915.22 TC 915.07 BC 914.57 TC +3" BC 914.61 TC +3" BC 913.27 TC 914.52 BC 914.02 TC 914.69 BC 914.19 TC 914.95 BC 914.45 TC 915.09 BC 914.59 TC 914.71 BC 914.21 TC 914.63 BC 914.13 TC 914.56 BC 914.06 TC 914.89 BC 914.39 TC 914.89 BC 914.39 TC 915.06 BC 914.56 TC 914.50 BC 914.00 TC 914.95 BC 914.45 TC 915.32 BC 914.82 915.75 915.61 TC 915.46 BC 914.96 TC 915.46 BC 914.96 TC 915.12 BC 914.62 TC 914.60 BC 914.10 TC 914.76 BC 914.26 TC 915.40 BC 914.90 912.26± ME 912.47± ME 913.29 913.62 914.24± ME 915.25 915.43 913.81± ME TC 915.71 BC 915.21 915.74914.86 915.82 916.22 916.09 916.05 TC 915.24 BC 914.74 915.14 915.04 914.00 TC 915.47 BC 914.97 TC 915.82 BC 915.32 914.56 914.49± ME 912.82 912.69± ME TC 915.81 BC 915.31 TC 915.58 BC 915.08 915.82 915.51 914.81 915.79 915.69 915.65 915.24 910.11 910.73± ME 910.73± ME 910.59± ME 910.47± ME 911.07± ME 911.75± ME 911.60± ME 911.00± ME 910.73± ME 912.53 912.32 909.63 909.73 909.62 909.82 909.84 911912913 913914 914913 914913914914910913908.39 915.68 TC 914.80 BC 914.30 TC 914.63 BC 914.13 BW 917.30 920.52 915.74 920.52 920.52 920.32 TW 920.22 915.56 915.66 915.35 TC 915.44 BC 914.94 920.52 915.74 TC 915.62 BC 915.12 914.75 TC 915.35 BC 914.85 TW 918.10 918.26 TW 918.19 918.35 TW 920.42 920.42 920.52920.52920.52 920.43920.32 BW 916.13 915.40 915.16 TC 916.00 BC 915.50915.37 915.74915.74 920.52 BW 916.11 916.73 917.09 915.96 915.75 BW 915.76 915.84 BW 915.52 920.40 920.52 BW 915.87 915.85 TC 915.48 BC 914.98 TC 914.11 BC 913.61 TC +3" BC 914.30 914.45 913.42 914.64 914.93 915.29 BW 915.34 915.70 BW 915.50 914.74 915.51 915.04 914.66 914.57 914.48 914.49 914.40914.33914.48 914.60 915.12 914.99 915.76 915.60915.35 915.63 915.64 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:44 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL NOTES EXISTING LEGEND 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. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C13 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:44 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL NOTES EXISTING LEGEND 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. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. GRADING 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. GCD ADDRESS COMMENTS 2022.07.05 0'30'60' SCALE: 1"=30' 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE AND LOCAL REGULATIONS. 2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE RESPONSIBLE PARTY. 4.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR WITHIN 5 FEET OF PAVEMENT. 7.AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUB-DRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT ANY DEFICIENT CONDITIONS. 9.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11.ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO STANDARD INDOT SPECIFICATIONS. 12.INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13.CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER. IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 14.CONTRACTOR SHALL PERFORM GRADING AND COMPACTION AND LIME STABILIZATION OF PAVEMENT SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. 15.STRUCTURES RECEIVING SUBSURFACE DRAINS SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED. 16.ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN EXISTING PERMIT. 17.THE STORM SEWER SYSTEM IS BEING PROPOSED AS A PRIVATE SYSTEM LEGEND: C. O. GRADING LEGEND 000.00 MATCH EXISTINGME FLOW LINE SPOT ELEVATIONS HIGH POINTHP LOW POINTLP FLOW ARROW TC 000.00 CURB ELEVATIONSBC 000.00 BOTTOM OF CURBBC TOP OF CURBTC TOP OF RIM/CASTINGTR FLOWLINEFL CONTOURS000 RIDGE TOP OF WALLTW BOTTOM OF WALLBW PER 303.07 LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE; SHALL BE SET A MINIMUM OF 2 FEET ABOVE THE HIGHEST NOTED OVERFLOW PATH/PONDING ELEVATION ACROSS THE PROPERTY FRONTAGE. MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS. MLAG = 2' ABOVE PROPERTY FRONTAGE=912.68+2'=914.68 2' ABOVE OVERFLOW WEIR = 908.8+2=911.8 MFPG = 2' ABOVE THE 100-YEAR ELEVATION = 909.39+2'=911.39' 909.62 909.82 909.55 909.73 909.68 909.43 909.37 909.58 909.73 909.87 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. GCD ADDRESS COMMENTS 2022.07.05 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:44 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL NOTES EXISTING LEGEND 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. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C14 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:44 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL NOTES EXISTING LEGEND 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. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. GRADING PLAN NORTH 0'30'60' SCALE: 1"=30' 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE AND LOCAL REGULATIONS. 2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE RESPONSIBLE PARTY. 4.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR WITHIN 5 FEET OF PAVEMENT. 7.AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUB-DRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT ANY DEFICIENT CONDITIONS. 9.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11.ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO STANDARD INDOT SPECIFICATIONS. 12.INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13.CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER. IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 14.CONTRACTOR SHALL PERFORM GRADING AND COMPACTION AND LIME STABILIZATION OF PAVEMENT SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. 15.STRUCTURES RECEIVING SUBSURFACE DRAINS SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED. 16.ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN EXISTING PERMIT. 17.THE STORM SEWER SYSTEM IS BEING PROPOSED AS A PRIVATE SYSTEM LEGEND: C. O. GRADING LEGEND 000.00 MATCH EXISTINGME FLOW LINE SPOT ELEVATIONS HIGH POINTHP LOW POINTLP FLOW ARROW TC 000.00 CURB ELEVATIONSBC 000.00 BOTTOM OF CURBBC TOP OF CURBTC TOP OF RIM/CASTINGTR FLOWLINEFL CONTOURS000 RIDGE TOP OF WALLTW BOTTOM OF WALLBW 141ST STREET SHELBORNE ROADAB AA BA BB EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT CA CB DA DB 910 907 908 909 911 912 913 9009059108978988999019029039049069079089099119129139149149009059 1 0 915915 8978988999019029039049069079 08 909 9 1 1 9 1 2 9 1 3 913 9 1 4 914 914911910911915914TB 904.85 TB 904.85 TB 904.85 TB 904.85 913.65 914.91 914.56 913.98 913.89 910.22 910.30 912.56 913.96 914.47 913.96 TW 911.27 BW 911.31 TW 911.44 BW 911.54 118 LF OF 21" RCP @ 0.25%113 LF OF 21" RCP@ 0.35%95 LF OF 12" RCP@ 0.74%64 LF OF 12" RCP@ 0.98%12 2 L F O F 1 5 " R C P @ 0 . 4 8 %261 LF OF 8" SDR 35 PVC@ 0.47%43 LF OF 27" RCP @ 0.28% 21 LF OF 6" SDR 35 PVC @ 1.06% 5 LF OF 6" SDR 35 PVC @ 1.06% 32 LF OF 6" SDR 35 PVC @ 3.93% 72 LF OF 6" SDR 35 PVC @ 3.02%109 LF OF 12" RCP@ 1.96%84 LF OF 12" RCP@ 0.53%120 LF OF 15" RCP @ 0.26% STR. 12.2 Type C MH / R-1772 TR: 914.13 INV(S): 909.73 INV(N): 909.83 INV(N): 909.83 STR. 12 Type J MH / R-3286-8V TR: 912.90 INV(N): 907.72 INV(S): 907.62 INV(SE): 908.22 STR. 11 Type K MH / R-3286-8V TR: 912.00 INV(N): 907.22 INV(S): 907.76 INV(E): 907.05 INV(W): 908.29 STR. 11.1 12" CES TR: 909.55 INV(E): 908.38 STR. MH-ILC3 48" SANITARY MANHOLE INV(S): 906.74 INV(NE): 906.84 STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 913.07 INV:910.96 FIRE HYDRANT ASSEMBLY STR. 3.4 SAN C/O. TYPE 3. Refer to MEP Plan for Connection to Building INV(S): 908.33 STR. 23 Type C MH / R-2560-EA-E10 CONNECT TO EXISITNG 12" CMP TR: 913.96 INV(SW): 910.43 STR. 21 Type C MH / R-2560-EA-E10 TR: 912.74 INV(N): 908.89 INV(E): 908.99 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): 906.75 STR. 31 Type C MH / R-2560-EA-E10 TR: 913.24 INV(SW): 909.49 STR. 22 Type C MH / R-2560-EA-E10 TR: 913.48 INV(W): 909.88 INV(NE): 909.98 166 LF OF 12 " R C P @ 0.54% STR. 41 Type C MH / R-2560-EA-E10 CONNECT TO EXISTING 12" CMP TR: 912.82 INV(W): 909.10 INV(S): 912.53 INV(SE): 909.94217 LF OF 18" RCP@ 1.00%STR. 30 12" CES INV(NE): 906.75 STR. 11.3 Type C MH / R-3286-8V TR: 912.48 INV(N): 908.46 INV(SW): 908.56 STR. MH-ILC2 48" SANITARY MANHOLE TR: 912.46 INV(N): 905.32 INV(S): 905.22 39 LF OF 18" RCP @ 1.01%STR. 40 Type C MH / R-1714 TR: 912.88 INV(N): 908.61 INV(E): 908.71 D1 XA XB XC D3 D3 D3 XE D5 D5 D5 D5 G1 D1 S2 S2 S2 STR. MH-ILC1 48" SANITARY MANHOLE TR: 911.00 INV(N): 904.00 INV(W): 903.90 24 LF OF 8" SDR 35 PVC @ 0.42%27 LF OF 12" RCP@ 0.50% STR. 11.4 12" CES INV(NE): 908.70 STR. 12.1 Type C MH / R-3287-15 TR: 912.94 INV(N): 909.11 INV(NW): 908.81 STR. 10 27" CES INV(W): 906.75 STR. 20 12" CES INV(S): 906.75 S2 134 LF OF 8" SDR 35 PVC@ 1.06%STR. 3.1 SAN C/O. TYPE 2 TR: 914.62 INV(E): 907.00 INV(SW): 907.00 100 LF OF 6" SDR 35 PVC @ 1.05% STR. 4.1 24" Sample Structure INV(S): 910.38 INV(N): 910.79 13 LF OF 6" SDR 35 PVC @ 25.59% S4 POND 100 YEAR ELEV: 909.38' POND 10 YEAR ELEV: 908.26' POND 2 YEAR ELEV: 907.78' NORMAL POOL ELEV: 906.75' S1 SAN C/O. TYPE 2 INV(W): 908.05 INV(NE): 908.05 CONNECT TO EXISTING 8" PVC AND EXTEND TO NEW MH-ILC1 D3 S2 TYP. TYP. XD D3 TYP. TYP. D6 29 LF O F 2 7 " R C P @ 0.2 7 % STR. 11.5 TYPE L MH / R1772 DIVERSION STRUCTURE / <3681> TR: 912.86 INV(W): 906.93 INV(E): 906.83 INV(SW): 908.22 STR. 41.1 Type C MH / R 3405 TR: 912.53 INV(NW): 910.03 27 LF OF 12" RCP @ 0.33% D7 EXISTING 12" CMP D1 ADD UNDERDRAIN INV 910.5 ADD UNDERDRAIN INV 910.5 D1 D1 D1 D1 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:39 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL 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. GCD ADDRESS COMMENTS 2022.07.05 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. ADDITIONAL NOTES: FIRE DEPARTMENT: 1.FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON THE CONSTRUCTION SITE. 2.APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED CLEAR AT ALL TIMES. STORMWATER: 1.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. 2. 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. REFER TO LANDSCAPE PLANS FOR DETAILS OF PLANTINGS ALONG POND. D5. DRAINAGE AND BMP EASEMENT PER CITY OF CARMEL STANDARDS. D6.CONNECT EXISTING 12" CMP TO NEW STRUCTURE. D7.CORE DRILL STRUCTURE FOR NEW PIPES. IF STRUCTURE INTEGRITY IS COMPROMISED, REPLACE STRUCTURE. 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" C900 FIRE SERVICE LINE W2. 2" C901 DOMESTIC WATERLINE W3. 6" C900 FIRE HYDRANT WATERLINE W4. WET TAP, TAPPING SLEEVE AND VALVE PER UTILITY W5. WATER METER INSIDE BUILDING. SEE MEP PLAN W6.WATER VALVE W7. 4" C900 FIRE LINE TO FDC W8. 6" C900 WATER LINE PER UTILITY GAS G1.PROPOSED 6" GAS LINE TO CONNECT TO GAS MAIN AT 141 ST. SEE MEP PLAN FOR CONNECTION TO BUILDING. G2. GAS METER AND REGULATOR. SEE MEP PLANS FOR DETAILS SANITARY S1.PROPOSED 1000 GALLON GREASE TRAP. REFER TO MEP PLANS FOR CONNECTION TO BUILDING. S2.ALL SEWER UNDER PAVEMENT WILL NEED TO BE FULL DEPTH GRANULAR. S3.- S4.PROPOSED 24" SAMPLE PORT(SEE DETAIL) S5.CONNECT 8" SDR 35 PVC TO EXISTING 8" PVC PER TRICO STANDARDS AND SPECIFICATIONS 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) LEGEND: C. O. SHELBORNE ROADPROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL (BASEMENT) FFE: 907.85 MFPG: 911.39' MLAG: 914.68' (ROAD) 911.80' (OVERFLOW WEIR) EXISTING FIRE HYDRANT 915915914910911911914 913 91591391491391 2 913 914.56 910.11 913.96 113 LF OF 12 " R C P @ 0.64%151 LF OF 18" RCP@ 0.41%118 LF OF 21" RCP @ 0.25% 21 LF OF 6" SDR 35 PVC @ 1.06% 5 LF OF 6" SDR 35 PVC @ 1.06% 32 LF OF 6" SDR 35 PVC @ 3.93% 41 LF OF 6" SDR 35 PVC @ 4.33% 44 LF OF 6" SDR 35 PVC @ 3.96% 1 5 5 L F O F 6 " S D R 3 5 P V C@ 1 . 3 3 % 77 LF OF 18" RCP @ 0.33% STR. 13 Type J MH / R-3286-8V TR: 914.00 INV(N): 908.12 INV(S): 908.02 INV(SE): 909.20 INV(NE): 909.20 INV(NW): 908.28 STR. 14 Type J MH / R-3286-8V TR: 913.61 INV(E): 908.84 INV(S): 908.74 INV(SE): 908.84 STR. 15 Type C MH / R-3287-15 TR: 913.26 INV(W): 909.56 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 AND VALVE 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(S): 908.33 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. SP01 Cleanout. Refer to MEP Plan for Connection to Building and Backflow Preventer INV(S): 912.00 45 Bend Water 45 Bend Water STR. 13.1 12" CES TR: 909.56 INV(SE): 908.40 23 LF OF 12" RCP @ 0.50% D3 D3 D3 W3 W7 W3 W8 D5 W4 G1 G2 W5 S2 STR. 3.1 SAN C/O. TYPE 2 TR: 914.62 INV(E): 907.00 INV(SW): 907.00 STR. 4.1 24" Sample Structure INV(S): 910.38 INV(N): 910.79 13 LF OF 6" SDR 35 PVC @ 25.59% S4 W2 Null Structure AND VALVE TEE Water AND VALVE S1 S2 SAN C/O. TYPE 2 INV(W): 908.05 INV(NE): 908.05 SAN C/O. TYPE 3. Refer to MEP Plan for Connection to Building INV(W): 911.45 S2PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:39 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL 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. GCD ADDRESS COMMENTS 2022.07.05 DRAINAGE D1. UNDERDRAIN (SEE DETAIL) D2. EXPOSED ROCK DITCH @ 0.5% (SEE DETAIL) D3. PAVEMENT UNDERDRAIN (SEE DETAIL) D4. REFER TO LANDSCAPE PLANS FOR DETAILS OF PLANTINGS ALONG POND. D5. DRAINAGE AND BMP EASEMENT PER CITY OF CARMEL STANDARDS. D6.CONNECT EXISTING 12" CMP TO NEW STRUCTURE. D7.CORE DRILL STRUCTURE FOR NEW PIPES. IF STRUCTURE INTEGRITY IS COMPROMISED, REPLACE STRUCTURE. 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" C900 FIRE SERVICE LINE W2. 2" C901 DOMESTIC WATERLINE W3. 6" C900 FIRE HYDRANT WATERLINE W4. WET TAP, TAPPING SLEEVE AND VALVE PER UTILITY W5. WATER METER INSIDE BUILDING. SEE MEP PLAN W6.WATER VALVE W7. 4" C900 FIRE LINE TO FDC W8. 6" C900 WATER LINE PER UTILITY GAS G1.PROPOSED 6" GAS LINE TO CONNECT TO GAS MAIN AT 141 ST. SEE MEP PLAN FOR CONNECTION TO BUILDING. G2. GAS METER AND REGULATOR. SEE MEP PLANS FOR DETAILS SANITARY S1.PROPOSED 1000 GALLON GREASE TRAP. REFER TO MEP PLANS FOR CONNECTION TO BUILDING. S2.ALL SEWER UNDER PAVEMENT WILL NEED TO BE FULL DEPTH GRANULAR. S3.- S4.PROPOSED 24" SAMPLE PORT(SEE DETAIL) S5.CONNECT 8" SDR 35 PVC TO EXISTING 8" PVC PER TRICO STANDARDS AND SPECIFICATIONS 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. ADDITIONAL NOTES: FIRE DEPARTMENT: 1.FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON THE CONSTRUCTION SITE. 2.APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED CLEAR AT ALL TIMES. STORMWATER: 1.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. 2. EXISTING LEGEND 0'30'60' SCALE: 1"=30' 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) LEGEND: C. O. PROPOSED DRAINAGE STR. 10-15 900 905 910 915 920 925 900 905 910 915 920 925 910.97912.861+00911.07912.14910.79913.072+00910.56912.95910.77913.963+00911.53914.20912.14914.274+00912.12914.39912.02913.885+00912.19914.20912.73913.9515 T.R. 913.26R-347214 T.R. 913.61R-347213 T.R. 914.00R-3286-8V118 LF OF 21" RCP @ 0.25% SLOPE 12 T.R. 912.90R-3286-8V113 LF OF 21" RCP @ 0.35% SLOPE 11 T.R. 912.00R-3286-8V27"(W)906.750+20.6412"(W)909.565+87.27113 LF OF 12" RCP @ 0.64% SLOPE 12"(E)908.8418"(S)908.746"(SE)908.844+74.61151 LF OF 18" RCP @ 0.41% SLOPE 18"(N)908.1221"(S)908.026"(SE)909.206"(NE)909.2012"(NW)908.283+23.8321"(N)907.7221"(S)907.6215"(SE)908.222+05.58113 LF OF 21" RCP @ 0.35% SLOPE 21"(N)907.2212"(S)907.7627"(E)907.0512"(W)908.290+92.5710 T.R. 909.77STR.PROPOSED GROUND EXISTING GROUND 43 LF OF 27" RCP @ 0.28% SLOPE PROFILE VIEW: 30:5 PROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL (BASEMENT) FFE: 907.85 MFPG: 911.39' MLAG: 914.68' (ROAD) 911.80' (OVERFLOW WEIR) AA EXISTING FIRE HYDRANT DA DB915 915914910 907 908 909 911 912 913910911911914 913 915913914913 915914TB 904.85 914.56 910.11 912.56 913.96 TW 911.44 BW 911.54 113 LF OF 12 " R C P @ 0.64%151 LF OF 18" RCP@ 0.41%118 LF OF 21" RCP @ 0.25%113 LF OF 21" RCP@ 0.35%64 LF OF 12" RCP@ 0.98%12 2 L F O F 1 5 " R C P @ 0 . 4 8 % 43 LF OF 27" RCP @ 0.28% 21 LF OF 6" SDR 35 PVC @ 1.06% 5 LF OF 6" SDR 35 PVC @ 1.06%32 LF OF 6" SDR 35 PVC @ 3.93% 41 LF OF 6" SDR 35 PVC @ 4.33% 44 LF OF 6" SDR 35 PVC @ 3.96% 1 5 5 L F O F 6 " S D R 3 5 P V C@ 1 . 3 3 % 77 LF OF 18" RCP @ 0.33% 72 LF OF 6" SDR 35 PVC @ 3.02% STR. 13 Type J MH / R-3286-8V TR: 914.00 INV(N): 908.12 INV(S): 908.02 INV(SE): 909.20 INV(NE): 909.20 INV(NW): 908.28 STR. 12.2 Type C MH / R-1772 TR: 914.13 INV(S): 909.73 INV(N): 909.83 INV(N): 909.83 STR. 14 Type J MH / R-3286-8V TR: 913.61 INV(E): 908.84 INV(S): 908.74 INV(SE): 908.84 STR. 15 Type C MH / R-3287-15 TR: 913.26 INV(W): 909.56 STR. 12 Type J MH / R-3286-8V TR: 912.90 INV(N): 907.72 INV(S): 907.62 INV(SE): 908.22 STR. 11 Type K MH / R-3286-8V TR: 912.00 INV(N): 907.22 INV(S): 907.76 INV(E): 907.05 INV(W): 908.29STR. 11.1 12" CES TR: 909.55 INV(E): 908.38 STR. MH-ILC3 48" SANITARY MANHOLE INV(S): 906.74 INV(NE): 906.84 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 AND VALVE 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:910.96STR. 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:910.96STR. 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(S): 908.33 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. SP01 Cleanout. Refer to MEP Plan for Connection to Building and Backflow Preventer INV(S): 912.00 45 Bend Water 45 Bend Water STR. 31 Type C MH / R-2560-EA-E10 TR: 913.24 INV(SW): 909.49 STR. 30 12" CES INV(NE): 906.75 STR. MH-ILC2 48" SANITARY MANHOLE TR: 912.46 INV(N): 905.32 INV(S): 905.22 STR. 13.1 12" CES TR: 909.56 INV(SE): 908.40 23 LF OF 12" RCP @ 0.50% XB XC D3 D3 D3 D3 D3 W3 W7 W3 W8 XE D5 W4 G1 G2 W5 D1 D1 D1 S2 S2 STR. 12.1 Type C MH / R-3287-15 TR: 912.94 INV(N): 909.11 INV(NW): 908.81 STR. 10 27" CES INV(W): 906.75 D1 D1 134 LF OF 8" SDR 35 PVC@ 1.06%STR. 3.1 SAN C/O. TYPE 2 TR: 914.62 INV(E): 907.00 INV(SW): 907.00100 LF OF 6" SDR 35 PVC @ 1.05% STR. 4.1 24" Sample Structure INV(S): 910.38 INV(N): 910.79 13 LF OF 6" SDR 35 PVC @ 25.59% S4 W2 Null Structure AND VALVE TEE Water AND VALVE S1 S2 SAN C/O. TYPE 2 INV(W): 908.05 INV(NE): 908.05 SAN C/O. TYPE 3. Refer to MEP Plan for Connection to Building INV(W): 911.45 D3 S2 TYP. TYP. XD D3 TYP. TYP. 29 LF O F 2 7 " R C P @ 0.2 7 % STR. 11.5 TYPE L MH / R1772 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. GCD ADDRESS COMMENTS 2022.07.05 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:23 PM EDITED BY: NBALENTINE DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL 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. UTILITY LEGEND KEYNOTES WATER LINE TELEPHONE LINE ELECTRIC LINE GAS LINE VALVE WATER METER PIT SANITARY SEWER LATERAL 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. C17 UTILITY PROFILES 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. ADDITIONAL NOTES: FIRE DEPARTMENT: 1.FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON THE CONSTRUCTION SITE. 2.APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED CLEAR AT ALL TIMES. STORMWATER: 1.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. 2. EXISTING LEGEND PLAN VIEW STR. 10-15 SCALE 1"=40' HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE SANITARY SEWER MAIN GRANULAR BACKFILL PER CITY OF CARMEL STANDARDS AND DETAILS. SEE STANDARD DRAWING 10-31 AND FOR ALL UTILITIES IN PUBLIC RIGHTS-OF-WAY SEE STANDARD DRAWING 10-32 LEGEND: C. O. PROPOSED DRAINAGE STR. 10-15900905910915920925900905910915920925 N/AN/AN/AN/AN/AN/AN/A PROPOSED DRAINAGE STR. 13- 13.1905910915920905910915920PROPOSED DRAINAGE STR. 12-12.2905910915920925905910915920925PROPOSED DRAINAGE STR. 11- 11.190591091592090591091592015 R-347214 R-347213 R-3286-8V@ 0.25% SLOPE12 R-3286-8V@ 0.35% SLOPE11 R-3286-8V12"(W)909.56@ 0.64% SLOPE12"(E)908.8418"(S)908.74@ 0.41% SLOPE18"(N)908.1212"(NW)908.2815"(SE)908.22@ 0.35% SLOPE12"(S)907.7612"(W)908.2910 STR.PROPOSED GROUND EXISTING GROUND PROPOSED SANITARY EX PIPE-4.0900905910915920900905910915920@ 0.28% SLOPE PROPOSED DRAINAGE STR. 20- 2390090591091592092590090591091592092512"(SW)910.4312"(W)909.8812"(NE)909.9812"(N)908.8912"(E)908.991+09.3923 R-2560-EA-E1084 LF OF 12" RCP22 R-2560-EA-E10166 LF OF 12" RCP21 R-2560-EA-E10109 LF OF 12" RC P @ 1.96% SLOPE20 STR.PROPOSED GROUNDEXISTING GROUND PROPOSED DRAINAGE STR. 30 - STR. 31905910915920905910915920PROPOSED DRAINAGE STR. 11- 11.4905910915920905910915920PROPOSED DRAINAGE STR. EX1-OCS1900905910915920900905910915920PROPOSED DRAINAGE STR.EX.1-4190591091592090591091592011 T.R. 912.00R-3286-8VT.R. 912.48R-3286-8V95 LF OF 12" RCP11 T.R. 912.00R-3286-8VT.R. 909.55STR.18 LF OF 12" RCP13 T.R. 914.00R-3286-8VT.R. 909.56NYLOPLAST 24" INLET23 LF OF 12" RCP 15"(SE)908.2212"(S)909.731+89.3012"(N)909.1115"(NW)908.811+25.5812 R-3286-8V122 LF OF 15" RCP R-347264 LF OF 12" RCP R-347231 T.R. 913.24R-2560-EA-E10100 LF OF 12 " R C P @ 2.73% SLO P E 30 T.R. 907.98???T.R. 911.52R-434241 R-2560-EA-E10261 LF OF 8" SDR 35 PVC@ 0.26% SLOPEPROPOSED GROUND PROPOSED GROUND PROPOSED GROUND PROPOSED GROUND PROPOSED GROUND PROPOSED GROUNDPROPOSED GROUNDEXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUNDEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDEXISTING GROUND PROPOSED GROUNDPROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 RCP BOTTOM: 908.12 RCP BOTTOM: 906.41 RCP BOTTOM: 908.16 40@ 1.01% SLOPE24 LF OF 8" SDR 35 PVC @ 0.42%8"(N)904.118"(W)904.010+24.61 STR.CONCRETE CRADLE PERTRICO DETAILCONNECT NEW 8" SDR 35 PVC TO EXISTING PVC PERTRICO STANDARDS AND DETAILS. INV: ME ±903.80'CONCRETE CRADLE PERTRICO DETAIL SANITARY MHRCP BOTTOM: 906.72 CONCRETE CRADLEPER TRICO DETAIL134 LF OF 8" SDR 35 PVC8" SANITARY MAIN BEGINS 23' FROM STRUCTURE 27 LF OF 12" RCP @ 0.33%R-3405ex storm inletCA 911 910.30 TW 911.27 BW 911.31 95 LF OF 12" RCP@ 0.74%261 LF OF 8" SDR 35 PVC@ 0.47%43 LF OF 27" RCP @ 0.28% 120 LF OF 15" RCP @ 0.26% INV(N): 907.22 INV(S): 907.76 INV(E): 907.05 INV(W): 908.29 STR. 11.1 12" CES TR: 909.55 INV(E): 908.38 STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 913.07 STR. EX.1 EXISTING STRUCTURE INV(E): 906.44 INV(S): 906.44 STR. 11.3 Type C MH / R-3286-8V TR: 912.48 INV(N): 908.46 INV(SW): 908.56 STR. MH-ILC2 48" SANITARY MANHOLE TR: 912.46 INV(N): 905.32 INV(S): 905.22 XA XB D3 D5 S2 27 LF OF 12" RCP@ 0.50% D1 D1 D3 TYP. 29 LF O F 2 7 " R C P @ 0.2 7 % D7 CA 912 913113 LF OF 21" RCP43 LF OF 27" RCP @ 0.28% STR. 11 Type K MH / R-3286-8V TR: 912.00 INV(N): 907.22 INV(S): 907.76 INV(E): 907.05 INV(W): 908.29 STR. 11.1 12" CES TR: 909.55 INV(E): 908.38 STR. MH-ILC2 48" SANITARY MANHOLE TR: 912.46 INV(N): 905.32 INV(S): 905.22 XB D1 D3TYP. 29 LF O F 2 7 " R C P @ 0.2 7 %91141 LF OF 6" SDR 35 PVC @ 4.33% STR. 13 Type J MH / R-3286-8V TR: 914.00 INV(N): 908.12 INV(S): 908.02 INV(SE): 909.20 INV(NE): 909.20 INV(NW): 908.28 DOWNSPOUT BOOT[SEE DETAIL-C22] DOWNSPOUT BOOT[SEE DETAIL-C22] STR. 13.1 12" CES TR: 909.56 INV(SE): 908.40 23 LF OF 12" RCP @ 0.50% D3 D1 SAN C/O. TYPE 3. Refer to MEP Plan for Connection to Building INV(W): 911.45 AA 910 907 908 909 911 912 913910TW 911.44 BW 911.54 113 LF OF 21" RCP@ 0.35%64 LF OF 12" RCP@ 0.98%12 2 L F O F 1 5 " R C P @ 0 . 4 8 % 43 LF OF 27" RCP @ 0.28% 21 LF OF 6" SDR 35 PVC @ 1.06% 32 LF OF 6" SDR 35 PVC @ 3.93% 72 LF OF 6" SDR 35 PVC @ 3.02% STR. 12.2 Type C MH / R-1772 TR: 914.13 INV(S): 909.73 INV(N): 909.83 INV(N): 909.83 STR. 12 Type J MH / R-3286-8V TR: 912.90 INV(N): 907.72 INV(S): 907.62 INV(SE): 908.22 STR. 11 Type K MH / R-3286-8V TR: 912.00 INV(N): 907.22 INV(S): 907.76 INV(E): 907.05 INV(W): 908.29 STR. 11.1 12" CES TR: 909.55 STR. MH-ILC3 48" SANITARY MANHOLE INV(S): 906.74 INV(NE): 906.84 INV(S): 908.33 STR. MH-ILC2 48" SANITARY MANHOLE TR: 912.46 INV(N): 905.32 INV(S): 905.22 XB XC D3 D3 XE D1 S2 S2 STR. 12.1 Type C MH / R-3287-15 TR: 912.94 INV(N): 909.11 INV(NW): 908.81134 LF OF 8" SDR 35 PVC@ 1.06%STR. 3.1 SAN C/O. TYPE 2 TR: 914.62 INV(E): 907.00 INV(SW): 907.00 100 LF OF 6" SDR 35 PVC @ 1.05% STR. 4.1 24" Sample Structure INV(S): 910.38 INV(N): 910.79 13 LF OF 6" SDR 35 PVC @ 25.59% SAN C/O. TYPE 2 INV(W): 908.05 INV(NE): 908.05 S2 TYP. TYP. XD D3 TYP. 141ST STREET AB BA BB EXISTING FIRE HYDRANT9109089099119129059 1 0 915915 903904906907908 909 9 1 1 9 1 2 9 1 3 913 9 1 4 914 914TB 904.85 913.65 914.91 913.98 913.89 910.22 913.96261 LF OF 8" SDR 35 PVC@ 0.47%109 LF OF 12" RCP@ 1.96%84 LF OF 12" RCP@ 0.53%STR. 23 Type C MH / R-2560-EA-E10 CONNECT TO EXISITNG 12" CMP TR: 913.96 INV(SW): 910.43 STR. 21 Type C MH / R-2560-EA-E10 TR: 912.74 STR. 22 Type C MH / R-2560-EA-E10 TR: 913.48 INV(W): 909.88 INV(NE): 909.98 166 LF OF 12 " R C P @ 0.54% STR. 41 Type C MH / R-2560-EA-E10 CONNECT TO EXISTING 12" CMP TR: 912.82217 LF OF 18" RCP@ 1.00%39 LF OF 18" RCP @ 1.01%D1 D5 D5 D5 G1D1 D1 STR. MH-ILC1 48" SANITARY MANHOLE TR: 911.00 INV(N): 904.00 INV(W): 903.90 STR. 20 12" CES INV(S): 906.75 S2 D6 STR. 41.1 Type C MH / R 3405 TR: 912.53 INV(NW): 910.03 27 L F O F 1 2 " R C P @ 0. 3 3 % PROPOSED DRAINAGE STR. 13- 13.1 905 910 915 920 905 910 915 920 PROPOSED DRAINAGE STR. 12-12.2 905 910 915 920 925 905 910 915 920 925 PROPOSED DRAINAGE STR. 11- 11.1 905 910 915 920 905 910 915 920 PROPOSED DRAINAGE STR. 20- 23 900 905 910 915 920 925 900 905 910 915 920 925 911.31912.711+00911.73914.18912.12913.282+00912.58913.43913.11913.753+00912.91914.01912.85914.1212"(SW)910.433+59.3112"(W)909.8812"(NE)909.982+75.1312"(N)908.8912"(E)908.991+09.3912"(S)906.750+00.2323 T.R. 913.96R-2560-EA-E1084 LF OF 12" RCP @ 0.53% SLOPE 22 T.R. 913.48R-2560-EA-E10166 LF OF 12" RCP @ 0.54% SLOPE 21 T.R. 912.74R-2560-EA-E10109 LF OF 12" RCP @ 1.96% SLOPE 20 T.R. 908.42STR.PROPOSED GROUND EXISTING GROUND PROPOSED DRAINAGE STR. 11- 11.4 905 910 915 920 905 910 915 920 911.13912.451+00911.19912.52910.99913.781+00911.47913.35911.91913.4521"(N)907.2212"(S)907.7627"(E)907.0512"(W)908.290+05.0012"(N)908.4612"(SW)908.560+99.9511 T.R. 912.00R-3286-8V11.3 T.R. 912.48R-3286-8V95 LF OF 12" RCP @ 0.74% SLOPE 11 T.R. 912.00R-3286-8V12"(E)908.380+20.8921"(N)907.2212"(S)907.7627"(E)907.0512"(W)908.290+02.7611.1 T.R. 909.55STR.18 LF OF 12" RCP @ 0.50% SLOPE 18"(N)908.1221"(S)908.026"(SE)909.206"(NE)909.2012"(NW)908.280+02.7812"(SE)908.400+25.5213 T.R. 914.00R-3286-8V13.1 T.R. 909.56NYLOPLAST 24" INLET23 LF OF 12" RCP @ 0.50% SLOPE 21"(N)907.7221"(S)907.6215"(SE)908.220+03.2312"(S)909.736"(N)909.836"(N)909.831+89.3012"(N)909.1115"(NW)908.811+25.5812 T.R. 912.90R-3286-8V122 LF OF 15" RCP @ 0.48% SLOPE 12.2 T.R. 914.13R-347264 LF OF 12" RCP @ 0.98% SLOPE 12.1 T.R. 912.94R-3472PROPOSED GROUND PROPOSED GROUND PROPOSED GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GROUND PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 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. GCD ADDRESS COMMENTS 2022.07.05 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:23 PM EDITED BY: NBALENTINE DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL 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. C18 UTILITY PROFILES 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. ADDITIONAL NOTES: FIRE DEPARTMENT: 1.FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON THE CONSTRUCTION SITE. 2.APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED CLEAR AT ALL TIMES. STORMWATER: 1.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. 2. EXISTING LEGEND 0'30'60' SCALE: 1"=30' PLAN VIEW STR. 11-11.4 SCALE 1"=30' PLAN VIEW STR. 11-11.1 SCALE 1"=20'PLAN VIEW STR. 13-13.1 SCALE 1"=20' PLAN VIEW STR. 12-12.2 SCALE 1"=30' PLAN VIEW STR. 20-23 SCALE 1"=40' HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE UTILITY LEGEND WATER LINE TELEPHONE LINE ELECTRIC LINE GAS LINE VALVE WATER METER PIT SANITARY SEWER LATERAL HYDRANT STORM SEWER LINE ROOF DRAIN CLEANOUT (STORM & SANITARY) SANITARY SEWER MAIN GRANULAR BACKFILL PER CITY OF CARMEL STANDARDS AND DETAILS. SEE STANDARD DRAWING 10-31 AND FOR ALL UTILITIES IN PUBLIC RIGHTS-OF-WAY SEE STANDARD DRAWING 10-32 LEGEND: C. O. PROPOSED DRAINAGE STR. 30 - STR. 31 905 910 915 920 905 910 915 920 912.93912.931+00913.48913.48PROPOSED DRAINAGE STR. EX1-OCS1 900 905 910 915 920 900 905 910 915 920 PROPOSED DRAINAGE STR.EX.1-41 905 910 915 920 905 910 915 920 1+00 2+00 911.81913.12911.26911.961+00911.06912.1112"(SW)909.491+19.4512"(NE)906.750+19.1431 T.R. 913.24R-2560-EA-E10100 LF OF 12" R C P @ 2.73% SLOP E 30 T.R. 907.98???OCS 1.0A T.R. 911.52R-434218"(W)909.1012"(S)912.5312"(SE)909.942+59.8441 T.R. 912.82R-2560-EA-E1015"(W)906.751+25.22120 LF OF 15" RCP @ 0.26% SLOPE PROPOSED GROUND PROPOSED GROUND PROPOSED GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 RCP BOTTOM: 908.12 40 T.R. 912.88R-1714217 LF OF 18" RCP @ 1.00% SLOPE 39 LF OF 18" RCP @ 1.01% SLOPE 12"(N)909.4012"(E)909.502+21.1923' FROM STRUCTURE 27 LF OF 12" RCP @ 0.33%12"(NW)910.03???41.1 T.R. 912.53R-3405EX.1 T.R. 909.47ex storm inletCB TB 904.85 912.56 STR. 31 Type C MH / R-2560-EA-E10 TR: 913.24 INV(SW): 909.49 STR. 30 12" CES INV(NE): 906.75 D1 897898897898TB 904.85 910.30 TW 911.27 BW 911.31 95 LF OF 12" RCP@ 0.74%120 LF OF 15" RCP @ 0.26% STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 913.07 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): 906.75 STR. 11.3 Type C MH / R-3286-8V TR: 912.48 INV(N): 908.46 XA D3 D5 S2 27 LF OF 12" RCP@ 0.50% 27" CES INV(W): 906.75 D1 D1 D3TYP. @ 0.2 7 % STR. 11.5 TYPE L MH / R1772 DIVERSION STRUCTURE / <3681> TR: 912.86 INV(W): 906.93 INV(E): 906.83 INV(SW): 908.22 D7 141ST STREET AB BA CA 9008978988999019029039009059 1 0 915915 8978988999019029039049069079 0 8 9 0 9 9 1 1 9 1 2 9 1 3 913 9 1 4 914 914911TB 904.85 TB 904.85 TB 904.85 913.89 910.22 910.30 TW 911.27 BW 911.31 95 LF OF 12" RCP@ 0.74%261 LF OF 8" SDR 35 PVC@ 0.47%109 LF OF 12" RCP@ 1.96%120 LF OF 15" RCP @ 0.26% STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 913.07 STR. 21 Type C MH / R-2560-EA-E10 TR: 912.74 INV(N): 908.89 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): 906.75 166 LF OF 1 2 " R C P @ 0.54% STR. 41 Type C MH / R-2560-EA-E10 CONNECT TO EXISTING 12" CMP TR: 912.82 INV(W): 909.10217 LF OF 18" RCP@ 1.00%STR. 11.3 Type C MH / R-3286-8V TR: 912.48 INV(N): 908.46 INV(SW): 908.56 39 LF OF 18" RCP @ 1.01%STR. 40 Type C MH / R-1714 TR: 912.88 INV(N): 908.61 INV(E): 908.71 D1 XA D3 D5 D5 D5 D1 S2 STR. MH-ILC1 48" SANITARY MANHOLE TR: 911.00 INV(N): 904.00 INV(W): 903.90 24 LF OF 8" SDR 35 PVC @ 0.42%27 LF OF 12" RCP@ 0.50% STR. 11.4 12" CES INV(NE): 908.70 STR. 20 12" CES INV(S): 906.75 D1 S2 CONNECT TO EXISTING 8" PVC AND EXTEND TO NEW MH-ILC1 D6 TYPE L MH / R1772 DIVERSION STRUCTURE / <3681> TR: 912.86 INV(W): 906.93 INV(E): 906.83 INV(SW): 908.22 STR. 41.1 Type C MH / R 3405 TR: 912.53 INV(NW): 910.03 27 L F O F 1 2 " R C P @ 0. 3 3 % D7 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:23 PM EDITED BY: NBALENTINE DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL NOTES KEYNOTES BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C19 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. GCD ADDRESS COMMENTS 2022.07.05 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. ADDITIONAL NOTES: FIRE DEPARTMENT: 1.FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON THE CONSTRUCTION SITE. 2.APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED CLEAR AT ALL TIMES. STORMWATER: 1.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. 2. EXISTING LEGEND 0'30'60' SCALE: 1"=30' PLAN VIEW STR. 30-31 SCALE 1"=20' PLAN VIEW STR. EX01-OCS1 SCALE 1"=20' PLAN VIEW STR.EX.1-41 SCALE 1"=40' HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE UTILITY LEGEND WATER LINE TELEPHONE LINE ELECTRIC LINE GAS LINE VALVE WATER METER PIT SANITARY SEWER LATERAL HYDRANT STORM SEWER LINE ROOF DRAIN CLEANOUT (STORM & SANITARY) SANITARY SEWER MAIN GRANULAR BACKFILL PER CITY OF CARMEL STANDARDS AND DETAILS. SEE STANDARD DRAWING 10-31 AND FOR ALL UTILITIES IN PUBLIC RIGHTS-OF-WAY SEE STANDARD DRAWING 10-32 LEGEND: C. O. PROPOSED SANITARY EX PIPE-4.0 900 905 910 915 920 900 905 910 915 920 911.09911.531+00911.00912.57911.02912.922+00911.19912.90911.02912.623+00910.90912.72910.84913.454+00910.78913.72911.15914.698"(S)906.746"(NE)906.844+18.40MH-ILC3 T.R. 914.02261 LF OF 8" SDR 35 PVC @ 0.47% SLOPE PROPOSED GROUND EXISTING GROUND PROFILE VIEW: 30:5 RCP BOTTOM: 906.41 RCP BOTTOM: 908.16 24 LF OF 8" SDR 35 PVC @ 0.42%8"(N)904.118"(W)904.010+24.61MH-ILC1 T.R. 911.00STR.CONCRETE CRADLE PER TRICO DETAIL CONNECT NEW 8" SDR 35 PVC TO EXISTING PVC PER TRICO STANDARDS AND DETAILS. INV: ME ±903.80' CONCRETE CRADLE PER TRICO DETAIL 8"(N)905.328"(S)905.222+84.79MH-ILC2 T.R. 912.46SANITARY MHRCP BOTTOM: 906.72 CONCRETE CRADLE PER TRICO DETAIL 134 LF OF 8" SDR 35 PVC @ 1.06% SLOPE 8" SANITARY MAIN BEGINS SHELBORNE ROADPROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL (BASEMENT) FFE: 907.85 MFPG: 911.39' MLAG: 914.68' (ROAD) 911.80' (OVERFLOW WEIR) AB AA BA BB EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT CA CB DA DB 910 907 908 909 911 912 913 9009059108978988999019029039049069079089099119129139149149009059 1 0 915915 8978988999019029039049069079 0 8 9 0 9 9 1 1 9 1 2 9 1 3 9 1 4914911910911911 915914TB 904.85 TB 904.85 TB 904.85 TB 904.85 914.91 914.56 913.98 913.89 910.22 910.30 912.56 913.96 914.47 913.96 TW 911.27 BW 911.31 TW 911.44 BW 911.54 118 LF OF 21" RCP @ 0.25%113 LF OF 21" RCP@ 0.35%95 LF OF 12" RCP@ 0.74%64 LF OF 12" RCP@ 0.98%12 2 L F O F 1 5 " R C P @ 0 . 4 8 %261 LF OF 8" SDR 35 PVC@ 0.47%43 LF OF 27" RCP @ 0.28% 21 LF OF 6" SDR 35 PVC @ 1.06% 5 LF OF 6" SDR 35 PVC @ 1.06%32 LF OF 6" SDR 35 PVC @ 3.93% 41 LF OF 6" SDR 35 PVC @ 4.33% 72 LF OF 6" SDR 35 PVC @ 3.02%109 LF OF 12" RCP@ 1.96%84 LF OF 12" RCP@ 0.53%120 LF OF 15" RCP @ 0.26% STR. 13 Type J MH / R-3286-8V TR: 914.00 INV(N): 908.12 INV(S): 908.02 INV(SE): 909.20 INV(NE): 909.20 INV(NW): 908.28 STR. 12.2 Type C MH / R-1772 TR: 914.13 INV(S): 909.73 INV(N): 909.83 INV(N): 909.83 STR. 12 Type J MH / R-3286-8V TR: 912.90 INV(N): 907.72 INV(S): 907.62 INV(SE): 908.22 STR. 11 Type K MH / R-3286-8V TR: 912.00 INV(N): 907.22 INV(S): 907.76 INV(E): 907.05 INV(W): 908.29STR. 11.1 12" CES TR: 909.55 INV(E): 908.38 STR. MH-ILC3 48" SANITARY MANHOLE INV(S): 906.74 INV(NE): 906.84 STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 913.07 STR. RD06 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 PIV WATER TEE AND VALVE 45 Degree Bend 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 Building INV: 910.96 INV:912.96 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(S): 908.33 STR. 23 Type C MH / R-2560-EA-E10 CONNECT TO EXISITNG 12" CMP TR: 913.96 INV(SW): 910.43 STR. SP01 Cleanout. Refer to MEP Plan for Connection to Building and Backflow Preventer INV(S): 912.00 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): 906.75 45 Bend Water 45 Bend Water STR. 31 Type C MH / R-2560-EA-E10 TR: 913.24 INV(SW): 909.49 166 LF OF 12 " R C P217 LF OF 18" RCP@ 1.00%STR. 30 12" CES INV(NE): 906.75 STR. 11.3 Type C MH / R-3286-8V TR: 912.48 INV(N): 908.46 INV(SW): 908.56 STR. MH-ILC2 48" SANITARY MANHOLE TR: 912.46 INV(N): 905.32 INV(S): 905.22 INV(SE): 908.40 XA XB XC D3 D3 D3 D3 W3 W8 XE D5 D5 D5 D5 W4 G1 G1 W5 D1 D1 D1 D1 S2 S2 S2 STR. MH-ILC1 48" SANITARY MANHOLE TR: 911.00 INV(N): 904.00 INV(W): 903.90 24 LF OF 8" SDR 35 PVC @ 0.42%27 LF OF 12" RCP@ 0.50% STR. 11.4 12" CES INV(NE): 908.70 STR. 12.1 Type C MH / R-3287-15 TR: 912.94 INV(N): 909.11 INV(NW): 908.81 STR. 10 27" CES INV(W): 906.75 STR. 20 12" CES INV(S): 906.75 D1 D1 D1 S2 134 LF OF 8" SDR 35 PVC@ 1.06%STR. 3.1 SAN C/O. TYPE 2 TR: 914.62 INV(E): 907.00 INV(SW): 907.00100 LF OF 6" SDR 35 PVC @ 1.05% STR. 4.1 24" Sample Structure INV(S): 910.38 INV(N): 910.79 13 LF OF 6" SDR 35 PVC @ 25.59% S4 POND 100 YEAR ELEV: 909.38' POND 10 YEAR ELEV: 908.26' POND 2 YEAR ELEV: 907.78' NORMAL POOL ELEV: 906.75' W2 Null Structure AND VALVE TEE Water AND VALVE S1 S2 SAN C/O. TYPE 2 INV(W): 908.05 INV(NE): 908.05 SAN C/O. TYPE 3. Refer to MEP Plan for Connection to Building INV(W): 911.45 CONNECT TO EXISTING 8" PVC AND EXTEND TO NEW MH-ILC1 D3 S2 TYP. TYP. XD D3 TYP. TYP. 29 LF O F 2 7 " R C P @ 0.2 7 % STR. 11.5 TYPE L MH / R1772 DIVERSION STRUCTURE / <3681> TR: 912.86 INV(W): 906.93 INV(E): 906.83 INV(SW): 908.22 D7 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:23 PM EDITED BY: NBALENTINE DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL NOTES KEYNOTES 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. GCD ADDRESS COMMENTS 2022.07.05 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. ADDITIONAL NOTES: FIRE DEPARTMENT: 1.FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON THE CONSTRUCTION SITE. 2.APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED CLEAR AT ALL TIMES. STORMWATER: 1.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. 2. EXISTING LEGEND PLAN VIEW EXISTING PIPE-MH-ILC3 SCALE 1"=40' UTILITY LEGEND WATER LINE TELEPHONE LINE ELECTRIC LINE GAS LINE VALVE WATER METER PIT SANITARY SEWER LATERAL HYDRANT STORM SEWER LINE ROOF DRAIN CLEANOUT (STORM & SANITARY) SANITARY SEWER MAIN GRANULAR BACKFILL PER TRICO SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL AND FOR ALL UTILITIES IN PUBLIC RIGHTS-OF-WAY SEE STANDARD DRAWING 10-32 MH-ILC3 LEGEND: C. O. STORM SEWER PIPE AND STRUCTURE DATA TABLE STR. NO. 10 11 11.1 11.2 11.3 11.4 11.5 12 12.1 12.2 13 13.1 14 15 20 21 22 23 30 31 STRUCTURE / CASTING TYPE 27" CES Type K MH / R-3286-8V 12" CES AQUA-SWIRL/AS-8 [SEE DETAIL-C26] Type C MH / R-3286-8V 12" CES TYPE L MH / R1772 DIVERSION STRUCTURE Type J MH / R-3286-8V Type C MH / R-3287-15 Type C MH / R-1772 Type J MH / R-3286-8V 12" CES Type J MH / R-3286-8V Type C MH / R-3287-15 12" CES Type C MH / R-2560-EA-E10 Type C MH / R-2560-EA-E10 Type C MH / R-2560-EA-E10 CONNECT TO EXISITNG 12" CMP 12" CES Type C MH / R-2560-EA-E10 T.O.R. 909.77 912.00 909.55 913.07 912.48 910.36 912.86 912.90 912.94 914.13 914.00 909.56 913.61 913.26 908.42 912.74 913.48 913.96 907.98 913.24 INCOMING PIPE DATA (DIRECTION) / [FROM STR] 27" RCP 906.75 (W) [11.5] 21" RCP 907.22 (N) [12] 12" RCP 907.76 (S) [11.3] 12" RCP 908.29 (W) [11.1] 12" RCP 908.56 (SW) [11.4] 27" RCP 906.93 (W) [11] 18" HDPE 908.22 (SW) [11.2] 21" RCP 907.72 (N) [13] 15" RCP 908.22 (SE) [12.1] 12" RCP 909.11 (N) [12.2] 6" PVC SDR 35 909.83 (N) [Structure - (184)] 6" PVC SDR 35 909.83 (N) [SP01] 18" RCP 908.12 (N) [14] 6" PVC SDR 35 909.20 (SE) [RD06] 6" PVC SDR 35 909.20 (NE) [RD05] 12" RCP 908.28 (NW) [13.1] 12" RCP 908.84 (E) [15] 6" PVC SDR 35 908.84 (SE) [RD02] 12" RCP 906.75 (S) [21] 12" RCP 908.99 (E) [22] 12" RCP 909.98 (NE) [23] 12" RCP 906.75 (NE) [31] OUTGOING PIPE DATA (DIRECTION) / [TO STR] 27" RCP 907.05 (E) [11.5] 12" RCP 908.38 (E) [11] 18" HDPE 908.44 (NE) [11.5] 12" RCP 908.46 (N) [11] 12" RCP 908.70 (NE) [11.3] 27" RCP 906.83 (E) [10] 21" RCP 907.62 (S) [11] 15" RCP 908.81 (NW) [12] 12" RCP 909.73 (S) [12.1] 21" RCP 908.02 (S) [12] 12" RCP 908.40 (SE) [13] 18" RCP 908.74 (S) [13] 12" RCP 909.56 (W) [14] 12" RCP 908.89 (N) [20] 12" RCP 909.88 (W) [21] 12" RCP 910.43 (SW) [22] 12" RCP 909.49 (SW) [30] OUTGOING PIPE L.F. 43' 18' 12' 95' 27' 29' 113' 122' 64' 118' 23' 151' 113' 109' 166' 84' 100' OUTGOING PIPE SIZE 27" 12" 18" 12" 12" 27" 21" 15" 12" 21" 12" 18" 12" 12" 12" 12" 12" OUTGOING GRADE (%) 0.28% 0.50% 1.78% 0.74% 0.50% 0.27% 0.35% 0.48% 0.98% 0.25% 0.50% 0.41% 0.64% 1.96% 0.54% 0.53% 2.73% CONNECT TO STRUCT 11.5 11 11.5 11 11.3 10 11 12 12.1 12 13 13 14 20 21 22 30 REMARKS STORM SEWER PIPE AND STRUCTURE DATA TABLE STR. NO. 40 41 41.1 CES 2 CES 3 EX. 41.1 EX.1 OCS 1.0A RD 02.1 RD01 RD02 RD02.2 RD2.3 RD03 RD04 RD04.1 RD04.2 RD04.3 RD05 RD06 STRUCTURE / CASTING TYPE Type C MH / R-1714 Type C MH / R-2560-EA-E10 CONNECT TO EXISTING 12" CMP Type C MH / R 3405 18" CES 18" CES Null Structure EXISTING STRUCTURE OCS[SEE DETAIL-C22]/ R-4342 ROOF DRAIN ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 ROOF DRAIN ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:912.96 ROOF DRAIN ROOF DRAIN ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:912.96 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:912.96 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22] INV:910.96 T.O.R. 912.88 912.82 912.53 917.86 917.46 911.68 909.47 911.52 911.52 911.62 911.42 911.62 911.62 912.98 912.93 912.95 912.98 912.98 911.48 911.48 INCOMING PIPE DATA (DIRECTION) / [FROM STR] 18" RCP 908.71 (E) [41] 12" 12" CMP 912.53 (S) [Ex. 41.1] 12" RCP 909.94 (SE) [41.1] 18" RCP 912.56 (S) [CES 2] 15" RCP 906.44 (E) [OCS 1.0A] 18" RCP 906.44 (S) [40] 6" PVC SDR 35 911.00 (E) [RD2.3] 6" PVC SDR 35 911.00 (SE) [RD02.2] 6" PVC SDR 35 910.90 (E) [RD 02.1] 6" PVC SDR 35 910.90 (SE) [RD01] 6" PVC SDR 35 912.42 (E) [RD04.1] 6" PVC SDR 35 912.42 (NE) [RD03] 6" PVC SDR 35 912.44 (NE) [RD04.2] 6" PVC SDR 35 912.44 (E) [RD04.3] OUTGOING PIPE DATA (DIRECTION) / [TO STR] 18" RCP 908.61 (N) [EX.1] 18" RCP 909.10 (W) [40] 12" RCP 910.03 (NW) [41] 18" RCP 912.82 (N) [CES 3] 12" 12" CMP 910.52 (N) [41] 15" RCP 906.75 (W) [EX.1] 6" PVC SDR 35 911.00 (W) [RD02] 6" PVC SDR 35 911.10 (NW) [RD02] 6" PVC SDR 35 910.90 (NW) [14] 6" PVC SDR 35 911.10 (NW) [RD 02.1] 6" PVC SDR 35 911.10 (W) [RD 02.1] 6" PVC SDR 35 912.46 (SW) [RD04] 6" PVC SDR 35 912.42 (S) [Structure - (184)] 6" PVC SDR 35 912.44 (W) [RD04] 6" PVC SDR 35 912.46 (SW) [RD04.1] 6" PVC SDR 35 912.46 (W) [RD04.1] 6" PVC SDR 35 910.96 (SW) [13] 6" PVC SDR 35 910.96 (NW) [13] OUTGOING PIPE L.F. 217' 39' 27' 77' 38' 120' 2' 4' 155' 5' 4' 5' 32' 4' 5' 4' 44' 41' OUTGOING PIPE SIZE 18" 18" 12" 18" 12" 15" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" OUTGOING GRADE (%) 1.00% 1.01% 0.33% 0.33% -5.33% 0.26% 4.78% 4.66% 1.33% 1.83% 2.30% 0.90% 3.93% 0.50% 0.52% 0.69% 3.96% 4.33% CONNECT TO STRUCT EX.1 40 41 CES 3 41 EX.1 RD02 RD02 14 RD 02.1 RD 02.1 RD04 STRUCTURE - (184) RD04 RD04.1 RD04.1 13 13 REMARKS STORM SEWER PIPE AND STRUCTURE DATA TABLE STR. NO. SP01 STRUCTURE - (184) STRUCTURE / CASTING TYPE Cleanout. Refer to MEP Plan for Connection to Building and Backflow Preventer Null Structure T.O.R. 912.52 911.68 INCOMING PIPE DATA (DIRECTION) / [FROM STR] 6" PVC SDR 35 911.16 (N) [RD04] OUTGOING PIPE DATA (DIRECTION) / [TO STR] 6" PVC SDR 35 912.00 (S) [12.2] 6" PVC SDR 35 911.16 (S) [12.2] OUTGOING PIPE L.F. 72' 44' OUTGOING PIPE SIZE 6" 6" OUTGOING GRADE (%) 3.02% 3.03% CONNECT TO STRUCT 12.2 12.2 REMARKS N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:22 PM EDITED BY: NBALENTINE DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL 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. C21 UTILITY TABLESISLAMIC 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. GCD ADDRESS COMMENTS 2022.07.05 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. ADDITIONAL NOTES: FIRE DEPARTMENT: 1.FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON THE CONSTRUCTION SITE. 2.APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED CLEAR AT ALL TIMES. STORMWATER: 1.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. 2. EXISTING LEGEND 0'30'60' SCALE: 1"=30' 141ST STREET SHELBORNE ROADA TR: 912.00' FLOOD ELEV: ±913.26' TR: 912.89' FLOOD ELEV: ±913.06' TR: 912.93' FLOOD ELEV: ±913.23' TR: 912.47' FLOOD ELEV: ±912.76' TR: 913.25' FLOOD ELEV: ±914.56' TR: 913.96' FLOOD ELEV: ±914.20' TR: 913.70' FLOOD ELEV: ±913.92' TR: 912.73' FLOOD ELEV: ±913.28' TR: 908.38' FLOOD ELEV: ±910.73' OVERFLOW FLOOD ROUTING WILL BE CONVEYED THROUGH THE OUTLET CONTROL STRUCTURE OVERFLOW GRATE(R-4342) TR: 909.86' FLOOD ELEV: ±909.86'TR: 908.69' FLOOD ELEV: ±910.73'PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:02 PM EDITED BY: NBALENTINE DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EMERGENCY FLOOD ROUTING CENTER.DWGPRINT DATE: 7/5/220' GENERAL 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. EMERGENCY FLOOD ROUTING LEGEND 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. KEYNOTES 20'40' SCALE: 1"=20' BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C22 EMERGENCY FLOOD ROUTING 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. GCD ADDRESS COMMENTS 2022.07.05 EXISTING LEGEND LEGEND: C. O. EMERGENCY FLOOD AREA OVERFLOW ROUTE DIRECTION SHELBORNE ROADPROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL (BASEMENT) FFE: 907.85 MFPG: 911.39' MLAG: 914.68' (ROAD) 911.80' (OVERFLOW WEIR) TR: 912.89' FLOOD ELEV: ±913.06' TR: 912.93' FLOOD ELEV: ±913.23' TR: 913.99 FLOOD ELEV: ±914.45' TR: 913.26' FLOOD ELEV: ±913.56' TR: 908.39' FLOOD ELEV: ±910.73' FLOOD ELEV: ±910.73' TR: 913.25' FLOOD ELEV: ±914.23'TR: 913.60' FLOOD ELEV: ±914.55'PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 4:02 PM EDITED BY: NBALENTINE DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EMERGENCY FLOOD ROUTING CENTER.DWGPRINT DATE: 7/5/220' GENERAL 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. 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. KEYNOTES 20'40' SCALE: 1"=20' BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C23 EMERGENCY FLOOD ROUTING 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. GCD ADDRESS COMMENTS 2022.07.05 EXISTING LEGEND LEGEND: C. O. EMERGENCY FLOOD ROUTING LEGEND EMERGENCY FLOOD AREA OVERFLOW ROUTE DIRECTION POND ALIGNMENT AA-AB895900905910915920895900905910915920911.34 909.39 1+00911.03 896.75 911.11 896.75 2+00911.55 896.75 911.77 904.85 3+00POND ALIGNMENT BA-BB895900905910915920895900905910915920910.64 903.28 1+00911.16 896.75 911.74 904.85 POND ALIGNMENT CA-CB895900905910915920895900905910915920911.03 904.28 1+00911.67 896.75 912.41 904.85 PROPOSEDGROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND25.00%0.00%33.33%33. 3 3 %0.00%25 . 0 0 %25.00%0.00%33.32%33. 3 3 %0.00%25 . 0 0 %25.00%0.00%31.40%33. 0 0 %0.00%24 . 5 1 %OCS[SEE DETAIL-C22]/ R-4342TR: 911.52INV(W): 906.7510-YEAR ELEV.: 908.26'100-YEAR ELEV.: 909.39'NORMAL POOL: 906.75'10-YEAR ELEV.: 908.26'100-YEAR ELEV.: 909.39'NORMAL POOL: 906.75'10-YEAR ELEV.: 908.26'100-YEAR ELEV.: 909.39'NORMAL POOL: 906.75'SWALE ALIGNMENT DA-DB905910915920905910915920PROPOSED GROUNDEXISTING GROUNDNATIVE VEGETATION EXTENTS6.03%13.17% PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:41 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 7/5/22 STORM SEWER & SANITARY SEWER CLEANOUTNOT TO SCALEPAVEMENT UNDERDRAIN DETAILNOT TO SCALEPIPE BEDDINGNOT TO SCALEUTILITY DETAILSISLAMIC LIFE CENTER 14120 Shelborne Road, Carmel IN 46074 Al Salam FoundationDRAWN BY:CHECKED BY:TMJ6280 N. Shadeland Avenue, Suite A Indianapolis, IN 46220 Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113GCDADDRESS COMMENTS 2022.07.05UTILITY CROSSING TABLEXA:BOTTOM 15" STORM INV: 906.42*TOP 8" SANITARY: 905.60*XB:BOTTOM 27" STORM INV: 906.68*TOP 6" SANITARY: 905.93*XC:BOTTOM 15" STORM INV: 908.16*TOP 6" SANITARY: 906.87*XD:BOTTOM 6" ROOF DRAIN INV: 911.14TOP 6" SANITARY: 908.17XE:BOTTOM 6" ROOF DRAIN INV: 911.17TOP 6" SANITARY: 908.47*MAINTAIN 18" VERTICAL SEPARATIONINSTALL 18" CONC. CRADLE WHENSEPARATION IS LESS THAN 18"18" INDOT CLASS 2RIPRAP CHANNEL PROTECTIONSPILLWAY = 910.00100 YR WSE= 909.86TOP OF BERM = 912.00WIDTH OF BERM = 8 FT4:14:145.0'C246" DIAMETERCONTROL ORIFICEINV.ELEV = 906.75'POND OUTLET CONTROL STRUCTURENOT TO SCALECONNECT TO OUTGOING PIPEINV.ELEV = 906.75BASE AND FOOTING PERMANHOLE STANDARDNEENAH R-4342 INLETGRATE OR APPROVEDEQUAL. ELEV= 909.80'6" DIAMETERCONTROL ORIFICEINV.ELEV = 908.26.'Ø48" ROUND STANDPIPE STRUCTURE UTILITY DETAILSPLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:41 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 7/5/22 ISLAMIC LIFE CENTER 14120 Shelborne Road, Carmel IN 46074 Al Salam FoundationDRAWN BY:CHECKED BY:TMJ6280 N. Shadeland Avenue, Suite A Indianapolis, IN 46220 Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113GCDADDRESS COMMENTS 2022.07.05C25MIN. CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS AND SEWERSNOT TO SCALETHRUST BLOCK INSTALLATIONNOT TO SCALEFREE OFCONCRETECONCRETETHRUST BLOCKINGTO BE FORMED UTILITY DETAILSPLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:41 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 7/5/22 ISLAMIC LIFE CENTER 14120 Shelborne Road, Carmel IN 46074 Al Salam FoundationDRAWN BY:CHECKED BY:TMJ6280 N. Shadeland Avenue, Suite A Indianapolis, IN 46220 Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113GCDADDRESS COMMENTS 2022.07.054" DROP THROUGHSAMPLE PORT INVERTSC26TriCo Standard Detail | 1,000 GALLON EXTERNAL INTERCEPTOR STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 913.07ERER ERERER ERER ERERERER ER ERER A A A B B B B C C C B B B B B YbvA YclA YclA YbvA YbvA YbvA YclA YclA 900900905 897897 898898 899899 901902903904 906 907 908909 905906 914914912 915915915 914914914914 910916 910915909911912913914900908B B B PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 9:40 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL NOTES EXISTING LEGEND 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. EROSION CONTROL LEGEND BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. EROSION CONTROL PLAN SOUTHISLAMIC 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. GCD ADDRESS COMMENTS 2022.07.05 1.LAND ALTERATIONS WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 2.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 3.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 4.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 5.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 6.WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 7.SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8.SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10.ALL EXISTING STRUCTURES, FENCING TREES AND ETC. WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON SITE. 11.THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS INDICATED ON THE FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA PANEL 18057C0205G DATED 11/19/2014. 12.SCHEDULE OF EARTHWORK ACTIVITIES: A.THE DURATION OF THE TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS WHEN ACTIVITY CEASES FOR MORE THAN 14 DAYS OR AS DIRECTED BY THE ENGINEER. B.TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. C.STOCKPILES SHALL BE LOCATED AS SHOWN. STOCKPILES SHALL HAVE SILT FENCE AROUND THE PERIMETER AND BE SEEDED IF IT IS UNDISTURBED FOR MORE THAN 14 CONSECUTIVE DAYS. 13.ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN EXISTING PERMIT. 14.ALL CONTROLS FROM THE EROSION CONTROL PLAN MUST BE INSTALLED PRIOR TO DEMOLITION. 668 EXISTING CONTOUR PROPOSED CONTOUR CONSTRUCTION LIMITS CONSTRUCTION FENCE INLET PROTECTION CONCRETE WASHOUT AREA PORT-O-LET LOCATION TEMPORARY MATERIAL STORAGE AREA TEMPORARY TRASH STORAGE AREA TEMPORARY SOIL STORAGE AREA AREA SUBJECT TO TEMPORARY SEEDING DURING CONSTRUCTION AND PERMANENT SEEDING AND / OR VEGETATION AFTER CONSTRUCTION. REFER TO NOTES ON SHEET C010 FOR GENERAL APPLICABILITY. REFER TO LANDSCAPE ARCHITECT FOR SEEDING REQUIREMENTS. EROSION CONTROL GROUND COVER AS APPROVED BY THE ENGINEER GRAVEL CONSTRUCTION ENTRANCE OUTLET PROTECTION (10' LENGTH) HYDROLOGIC SOIL GROUP BOUNDARY YbvA Brookston Silty Clay YclA Crosby Silt Loam EROSION ROLL RIP-RAP TO REMAIN DRAINAGE & BMP EASEMENT A.VEGETATED SWALE PROTECTION SIGNAGE ROCK DONUT B. VEGETATED SWALE C.POND BANKS NATIVE VEGETATION. SEE LANDSCAPE PLANS FOR PLANT MIX LEGEND: C. O. 30'40' SCALE: 1"=30' KEY NOTES C27 150'20'ER ER ER ER ERERERERERERERA B B YbvA YbvA YbvA YclA YclA YclA 913914916 91 4 916916 914912915 914914915915913 913913915 913 91 4 914916910 910 911 91 2 PROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL (BASEMENT) FFE: 907.85 MFPG: 911.39' MLAG: 914.68' (ROAD) 911.80' (OVERFLOW WEIR) B B B PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 9:40 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL 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. EROSION CONTROL LEGEND 30'40' SCALE: 1"=30' BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. EROSION CONTROL PLAN CENTERISLAMIC 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. GCD ADDRESS COMMENTS 2022.07.05 1.LAND ALTERATIONS WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 2.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 3.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 4.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 5.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 6.WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 7.SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8.SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10.ALL EXISTING STRUCTURES, FENCING TREES AND ETC. WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON SITE. 11.THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS INDICATED ON THE FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA PANEL 18057C0205G DATED 11/19/2014. 12.SCHEDULE OF EARTHWORK ACTIVITIES: A.THE DURATION OF THE TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS WHEN ACTIVITY CEASES FOR MORE THAN 14 DAYS OR AS DIRECTED BY THE ENGINEER. B.TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. C.STOCKPILES SHALL BE LOCATED AS SHOWN. STOCKPILES SHALL HAVE SILT FENCE AROUND THE PERIMETER AND BE SEEDED IF IT IS UNDISTURBED FOR MORE THAN 14 CONSECUTIVE DAYS. 13.ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN EXISTING PERMIT. 14.ALL CONTROLS FROM THE EROSION CONTROL PLAN MUST BE INSTALLED PRIOR TO DEMOLITION. 668 EXISTING CONTOUR PROPOSED CONTOUR CONSTRUCTION LIMITS CONSTRUCTION FENCE INLET PROTECTION CONCRETE WASHOUT AREA PORT-O-LET LOCATION TEMPORARY MATERIAL STORAGE AREA TEMPORARY TRASH STORAGE AREA TEMPORARY SOIL STORAGE AREA AREA SUBJECT TO TEMPORARY SEEDING DURING CONSTRUCTION AND PERMANENT SEEDING AND / OR VEGETATION AFTER CONSTRUCTION. REFER TO NOTES ON SHEET C010 FOR GENERAL APPLICABILITY. REFER TO LANDSCAPE ARCHITECT FOR SEEDING REQUIREMENTS. EROSION CONTROL GROUND COVER AS APPROVED BY THE ENGINEER GRAVEL CONSTRUCTION ENTRANCE OUTLET PROTECTION (10' LENGTH) HYDROLOGIC SOIL GROUP BOUNDARY YbvA Brookston Silty Clay YclA Crosby Silt Loam EROSION ROLL RIP-RAP TO REMAIN DRAINAGE & BMP EASEMENT A.VEGETATED SWALE PROTECTION SIGNAGE ROCK DONUT B. VEGETATED SWALE C.POND BANKS NATIVE VEGETATION. SEE LANDSCAPE PLANS FOR PLANT MIX EXISTING LEGEND LEGEND: C. O. EROSION CONTROL LEGEND C28 ERERERERPLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 9:40 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL PLAN SOUTH.DWGPRINT DATE: 7/5/22GENERAL 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. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. EROSION CONTROL PLAN NORTH EROSION CONTROL LEGEND 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. GCD ADDRESS COMMENTS 2022.07.05 1.LAND ALTERATIONS WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 2.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 3.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 4.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 5.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 6.WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 7.SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8.SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10.ALL EXISTING STRUCTURES, FENCING TREES AND ETC. WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON SITE. 11.THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS INDICATED ON THE FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA PANEL 18057C0205G DATED 11/19/2014. 12.SCHEDULE OF EARTHWORK ACTIVITIES: A.THE DURATION OF THE TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS WHEN ACTIVITY CEASES FOR MORE THAN 14 DAYS OR AS DIRECTED BY THE ENGINEER. B.TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. C.STOCKPILES SHALL BE LOCATED AS SHOWN. STOCKPILES SHALL HAVE SILT FENCE AROUND THE PERIMETER AND BE SEEDED IF IT IS UNDISTURBED FOR MORE THAN 14 CONSECUTIVE DAYS. 13.ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN EXISTING PERMIT. 14.ALL CONTROLS FROM THE EROSION CONTROL PLAN MUST BE INSTALLED PRIOR TO DEMOLITION. 668 EXISTING CONTOUR PROPOSED CONTOUR CONSTRUCTION LIMITS CONSTRUCTION FENCE INLET PROTECTION CONCRETE WASHOUT AREA PORT-O-LET LOCATION TEMPORARY MATERIAL STORAGE AREA TEMPORARY TRASH STORAGE AREA TEMPORARY SOIL STORAGE AREA AREA SUBJECT TO TEMPORARY SEEDING DURING CONSTRUCTION AND PERMANENT SEEDING AND / OR VEGETATION AFTER CONSTRUCTION. REFER TO NOTES ON SHEET C010 FOR GENERAL APPLICABILITY. REFER TO LANDSCAPE ARCHITECT FOR SEEDING REQUIREMENTS. EROSION CONTROL GROUND COVER AS APPROVED BY THE ENGINEER GRAVEL CONSTRUCTION ENTRANCE OUTLET PROTECTION (10' LENGTH) HYDROLOGIC SOIL GROUP BOUNDARY YbvA Brookston Silty Clay YclA Crosby Silt Loam EROSION ROLL RIP-RAP TO REMAIN DRAINAGE & BMP EASEMENT A.VEGETATED SWALE PROTECTION SIGNAGE ROCK DONUT B. VEGETATED SWALE C.POND BANKS NATIVE VEGETATION. SEE LANDSCAPE PLANS FOR PLANT MIX EXISTING LEGEND LEGEND: C. O. 30'40' SCALE: 1"=30' EROSION CONTROL LEGEND C29 6" MIN. INDOT GRADATION NO. 2CRUSHED STONE ON GEOTEXTILEFABRICSTORM SEWER INLETC30EROSION CONTROLDETAILSEROSION CONTROL NOTES:1.CONSTRUCTION ACTIVITY SHALL CONSIST OF UTILITIES, GRADING, AND STORM SEWER SYSTEM.2.PRELIMINARY CONSTRUCTION SCHEDULE: CONSTRUCTION SHALL BEGIN IN THE SUMMER 2022. COMPLETIONOF THE PROJECT IS ANTICIPATED IN 2024. THIS SCHEDULE IS SUBJECT TO CHANGE.3.LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN AWAY THAT WILL MINIMIZE EROSION.4.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.5.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARYPRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.6.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BYON SITE INSPECTION.7.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZESEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN AMANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.8.WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BYSTORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS ISREQUIRED.9.SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEAREDSEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL.10.SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED ANDRE-DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK.11.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THEPIPE ENDS SHALL BE SURROUNDED BY ROCK DONUTS.12.EXISTING VEGETATION SHALL BE PRESERVED IN AREAS NOT DISTURBED BY CONSTRUCTION ACTIVITY.13.THERE ARE NO BORROW AREAS OTHER THAN THOSE DESIGNATED.14.ALL APPLICABLE EROSION CONTROL MEASURES SHALL BE PLACED BEFORE ANY LAND DISTURBING ACTIVITIES.15.SCHEDULE OF EROSION CONTROL ACTIVITIES:a.INSTALL INLET PROTECTION AROUND INLETS IMMEDIATELY UPON COMPLETION OF THE STRUCTURE.REMOVE INLET PROTECTION FOR PAVING OPERATION. REPLACE INLET PROTECTION AFTER PAVING ISCOMPLETE. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON SEEDEDAREAS BEHIND THE CURB.b.THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM.THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BEUSED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS ORACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER.c.TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALLOTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROLDEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE.16.APPLY FERTILIZER AT A RATE ADEQUATE TO PROVIDE 1 LB. OF ACTUAL NITROGEN PER 1,000 SQUARE FEET.USE COMMERCIAL-GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER CONSISTING OF FAST AND SLOWRELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES OF UREA-FORM,PHOSPHOROUS, AND IN FOLLOWING COMPOSITION:a.FERTILIZER FOR LAWNS: PROVIDE A FAST RELEASE FERTILIZER WITH A COMPOSITION OF 1 LB PER 1,000SQ. FT. OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM BY WEIGHT.b.SLOW-RELEASE FERTILIZER FOR TREES AND SHRUBS: GRANULAR FERTILIZER CONSISTING OF 50 PERCENTWATER-INSOLUBLE NITROGEN, PHOSPHOROUS AND POTASSIUM MADE UP OF A COMPOSITION BYWEIGHT OF 5 PERCENT.18.ADD LIME TO TOPSOIL TO OBTAIN A pH RANGE OF 6.0 TO 7.0. LIME SHALL BE ASTM C 602, CLASS T,AGRICULTURAL LIMESTONE CONTAINING A MINIMUM OF 80 PERCENT CALCIUM CARBONATE EQUIVALENT,WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (2.36 mm) SIEVE AND A MINIMUM 75 PERCENT PASSING ANO. 50 (250 MICROMETER) SIEVE.19.CONSTRUCTION TRAFFIC SHALL ENTER THE SITE AT THE GRAVEL CONSTRUCTION ENTRANCE AS SHOWN ONTHE EROSION AND SEDIMENT CONTROL PLAN.20.CONTRACTOR TO SEED ALL DISTURBED AREAS. FINISH GRADE TO BE SEED AND STRAW.21.CONTRACTOR SHALL MONITOR TRUCK WASHING AND SEDIMENT TRACKING ONTO STREETS. STREETCLEANING WILL BE REQUIRED BY OWNER IF ROADWAYS HAVE SOIL FROM THE SITE TRACKED ONTO THEM.24. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREET.25. PORTABLE TOILETS MUST BE ANCHOREDSILTWORM MINIMUMMAYBE STACKED ASREQUIREDAREA DRAIN APPLICATIONFLARED END APPLICATIONCATCH BASIN APPLICATIONSILTWORM GENERAL NOTESSILTWORM ARE SUPPLIED AND INSTALLED IN DIAMETERS OF 8", 12",OR 18". DIAMETER TOLERANCES ARE 2". SILTWORM WILL BECOMEOVAL IN SHAPE WHEN IN PLACE, THUS THE INSTALLED HEIGHT WILLBE LESS THAN NOMINAL DIAMETER. SEE WWW.SILTWORM.COM FORSUPPLEMENTARY INSTALLATION INFORMATION.MATERIAL SPECIFICATIONSNETTING:SILTWORM IS A TUBULAR KNIT HIGH DENSITY POLYPROPYLENE.FILL MATERIAL:IS A KILN DRIED MATERIAL CONSISTING OF WOOD CHIPS, BARK FREESOFTWOOD, THAT IS 100% RECYCLED.APPLICATIONSIN ADDITION TO THE APPLICATIONS SHOWN, SILTWORM CAN ALSO BEPLACED IN DITCHES OR AT THE TOP, ON THE FACE, OR AT THE TOWOF SLOPES AS SEDIMENT TRAPPING DEVICES. THEY CAN ALSO SERVETO REMOVE SEDIMENT FROM RUNOFF AND RELEASE IT AS SHEETFLOW.PERIMETER CONTROL:PLACE SILTWORM DIRECTLY ON TOP OF GRADE, AND OVERLAP ENDSA MINIMUM OF 6". SITE PREPARATION IS MINIMAL, AND THERE IS NOSTAKING OR TRENCHING REQUIREMENT FOR GRADES UNDER 12%.ARRANGE THE SILTWORM PERIMETER CONTROL IN A MANNER THATIS APPLIED PERPENDICULAR TO SHEET FLOW. MAINTAIN CONSISTENTGROUND CONTACT.SLOPE INTERRUPTION:PLACE SILTWORM PERPENDICULAR TO SHEET FLOW AND CURL ENDSUP TOWARD THE TOP OF THE SLOPE. STAKE THE SILTWORM EVERY 6',AND OVERLAP THE ENDS BETWEEN 1 TO 2 FEET. PLACE A LINE OFDEFENSE AT THE TOP OF THE SLOPE, AND ANOTHER WITHIN 10'FROM THE TOE OF THE SLOPE.SILTWORM INSTALLATION ON A SLOPE SHALL BE PLACED ALONG ORON THE GROUND CONTOUR. WHERE POSSIBLE SILTWORM APPLIEDTO THE TOE OF A SLOPE SHOULD BE PLACED 10 FEET AWAY FROMTHE TOE IN ORDER TO PROVIDE SEDIMENT STORAGE.DITCH CHECK:SILTWORM SHOULD BE INSTALLED WITH A SLIGHT ENTRENCHMENT,AND STAKED EVERY 4' IN THE DITCH CHECK APPLICATION.FOR DITCH APPLICATIONS, THE MAXIMUM DRAINAGE ARE SHALL BE15 ACRES, AT SITES WHICH OUTFALL TO EXCEPTIONAL WATER ORSEDIMENT-IMPAIRED STREAMS, THE MAXIMUM DRAINAGE AREASHALL BE LIMITED TO 10 ACRES.SILTWORM SHALL BE PLACED PERPENDICULAR TO THE FLOW OFWATER, SILTWORM SHALL CONTINUE UP THE SIDE SLOPES TO THE UPOF BANK OR A MAXIMUM OF 3 FEET ABOVE THE INSTALLED HEIGHTSILTWORM SHALL REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS AREPERMANENTLY STABILIZED.MAINTENANCESILTWORMS SHALL BE INSPECTED AFTER EACH RUNOFF EVENT ANDSHALL BE REMOVED AND REPLACED IF SIGNS OF UNDERCUTTING ORDOWN STREAMING RILLS ARE OBSERVED. SEDIMENT SHALL BE REMOVEDFROM BEHIND THE SILTWORM WHEN IT HAS ACCUMULATED TO 12 THEORIGINAL HEIGHT OF THE STRUCTURE.REMOVALSILTWORM SHALL BE REMOVED FROM SLOPES, DITCHES, PERIMETER, ORINLETS AFTER STABILIZATION IS COMPLETE. THIS MAY BE ACCOMPLISHEDBY CUTTING THE SOCK OPEN AND SPREADING THE FILL MATERIAL ON THESITE. ALL NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED.SILTWORMS APPLIED IN DITCHES SHALL BE COMPLETELY REMOVED.STAKE(TYP.)TRENCH IN 2"IF REQUIRED2' MINIMUM OVERLAPAREA DRAINSILTWORMSTAKEFLARED END SECTIONSTAKE(TYP.)CATCH BASINCOVERSILTWORMOVERLAP1' MIN.SILTWORM2' MINIMUMOVERLAPSILTWORMP.O. BOX 691, ST JOHN, IN 46373PHONE (219) 488-7240, www.siltworm.comPERMANENT INSTALLATION:COMMERCIAL AND INDUSTRIAL SITES WITH IMPERVIOUS SURFACES, SUCH AS ROADS AND PARKING LOTS, PRODUCE STORMWATER RUN-OFF THAT MAYINCLUDE PAPER REFUSE, CIGARETTES, SEDIMENT, AND EVEN SOME FLOATING OILS. THESE CONTAMINANTS CAN QUICKLY ADD UP TO A SIGNIFICANTAMOUNT IN CATCH BASINS OR MUNICIPAL SYSTEMS. WITHOUT PROPER TREATMENT, STORMWATER LADEN WITH SUCH MATERIALS CAN POLLUTE STREAMS,LAKES, AND NEAR-SHORE WATERS. THE UNIQUE DESIGN OF THE REUSABLE STEEL FRAME OF CATCH-ALL PROVIDES AN OVERFLOW CAPACITY GREATER THANTHE OPEN AREA OF THE GRATE IT FITS UNDER. THIS MEANS LITTLE CHANCE FOR WATER TO BACK UP OR POOL, EVEN BETWEEN SCHEDULED CLEANINGS. THEDURABLE, REINFORCED SEDIMENT BAG CAN BE CLEANED NUMEROUS TIMES AND IS EASILY REPLACED IN THE FIELD. THE ENTIRE UNIT IS INSTALLED BELOWGRADE AND NO REBAR, CLIPS, OR STRAPS ARE EXPOSED ON THE SURFACE. WITH A TOP FLANGE LESS THAN 1/8" THICK, THE ADDITIONAL HEIGHT EXPOSUREOF THE GRATE IS MINIMAL. CATCH-ALL CAN BE AN IMPORTANT SUPPLEMENT FOR CATCH BASINS AND UNDERGROUND STORMWATER STORAGE SYSTEMSTHAT ARE USUALLY DIFFICULT TO ACCESS FOR CLEANING. CATCH-ALLS ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE CASTING.THE CATCH-ALL IS AN INLET AND CATCH BASIN FILTRATIONDEVICE DEVELOPED TO PREVENT SEDIMENTATION. CATCH-ALLSARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURECASTING, AND COULD REPRESENT A BEST MANAGEMENTPRACTICE FOR YOUR EPA PHASE 2 PROGRAM.TEMPORARY INSTALLATION: CONSTRUCTION PROJECTS ONHIGHWAYS AND NEW HOUSING DEVELOPMENTS CAN RESULTIN SUBSTANTIAL AMOUNTS OF SEDIMENT DURING ARAINSTORM. TRADITIONAL PRACTICE, USING SILT SCREENS,HAY BALES, AND FILTER FABRIC UNDER STORM GRATESPROVIDE ONLY LIMITED PROTECTION. CATCH-ALL WILL HOLD 2CUBIC FEET OF GRAVEL, SILT, AND DEBRIS, AND CAN BE MOVEDFROM SITE-TO SITE.CATCH-ALL HAS BEEN APPROVED FOR USE ON MANY MOTROAD CONSTRUCTION PROJECTS.D2 LAND & WATER RESOURCE INC.BOX 20792, INDIANAPOLIS, IN 46220PH. (317) 917-2180, www.d2lwr.comOVERFLOWFEATURESTEEL FRAMEHANDLESFOR EASYREMOVALSTAINLESSSTEEL BAND(HEMMEDINTO BAG)POLYPROPYLENEGEOTIXFILTER FABRIC(INNER LAYER)POLYPROPYLENEGEOTIXFILTER FABRIC(OUTER LAYER)NOT TO SCALECOMPACTED SOILTO PREVENT PIPINGPOLYETHYLENE LINING - 10 MIL THICKLINING TO EXTEND OVER THE BALES WITHMETAL PINS OR STAPLES TO SECURE THEPOLYETHYLENE TO THE STRAW BALESBINDINGS FORSTRAW BALES TO BEPLACED PARALLELTO GROUNDSTRAW BALEENTRENCHED 4"INTO GROUNDSTAKEDSTRAW BALESIGN TO INDICATETHE LOCATION OFTHE CONCRETEWASH AREAWASHOUT AREA TOBE 50' MIN. FROMANY STORM INLETPOLYETHYLENELINING - 10 MIL THICKLINING TO EXTENDOVER THE BALESMETAL PINS ORSTAPLES TO SECURETHE POLYETHYLENETO THE STRAW BALESFLOWSTRAW BALEENTRENCHED 4"INTO GROUND2 WOOD ORMETAL STAKES(TYP) PER BALEWASHOUT AREA LENGTH = 20'WASHOUT AREA WIDTH = 15'PLANPROFILENOTE: CONTRACTOR SHALL PROVIDE ADDITIONAL WASHOUTSTRUCTURES OR LARGER STRUCTURES IF REQUIRED1.LOCATE WASH OUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR BODIES OF WATER. DO NOTALLOW RUNOFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FORLIQUID AND SOLID WASTE.2.TEMPORARY WASH OUT FACILITIES SHOULD HAVE A TEMPORARY PIT AREA OF SUFFICIENT VOLUME TO COMPLETELYCONTAIN ALL LIQUID AND SOLID WASTE CONCRETE MATERIALS GENERATED DURING WASH OUT PROCEDURES.3.ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO WASH OUT PIT.4.PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OFHOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.5.THE CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY FOR PUNCTURES OR TEARS IN THE PLASTIC LINER. THELINER SHALL BE REPLACED UPON REMOVAL OF HARDENED CONCRETE.6.TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITYWITH A MINIMUM FREEBOARD OF 12 INCHES. MAINTAINING TEMPORARY CONCRETE WASH OUT FACILITIES SHOULDINCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITY TO A FUNCTIONALCONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. IN ACCORDANCE WITHLOCAL STANDARDS.7.CONCRETE WASHOUT AREAS SHALL BE CLEARLY MARKED WITH LATH & FLAGGING AND A SIGN POSTED AND LABELED"CONCRETE WASHOUT". LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE.8.THE CONCRETE WASH OUT AREA SHALL BE REPAIRED AND/OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FORWASTED CONCRETE.9.WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCETHE WASHOUT IS 75% FULL. 10. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITEAND LEGALLY DISPOSED OF AT AN APPROVED SITEISLAMIC LIFE CENTER 14120 Shelborne Road, Carmel IN 46074 Al Salam FoundationDRAWN BY:CHECKED BY:TMJ6280 N. Shadeland Avenue, Suite A Indianapolis, IN 46220 Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113GCDPLOT SCALE: 1:1 EDIT DATE: 5/16/22 - 3:53 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL DETAILS.DWGPRINT DATE: 7/1/22 PLOT SCALE: 1:1 EDIT DATE: 11/24/21 - 3:24 AM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\STORM WATER POLLUTION PROTECTION PLAN.DWGPRINT DATE: 7/1/22STORM WATER POLLUTION PROTECTION PLANISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD SWPPP FOR CONSTRUCTION SITES 1.14 DIGIT WATERSHED HYDROLOGIC UNIT CODE 05120201120070 2.NAME OF ALL RECEIVING WATERS Little Eagle Branch-Woodruff Branch is the ultimate receiving water for the project area. 3.PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE PRE-CONSTRUCTION 10-YEAR DISCHARGE: 1.14 CFS POST-CONSTRUCTION 10-YEAR DISCHARGE: 0.38 CFS 4.SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE STORMWATER DRAINAGE FROM THE SITE WILL BE CONVEYED BY A PROPOSED STORM SEWER TO PROPOSED DRY DETENTION FACILITIES ALONG THE SOUTH SIDE OF THE SITE. THE DRY DETENTION FACILITIES WILL DISCHARGE TO AN EXISTING STORM SEWER SYSTEM ALONG THE WEST EDGE OF THE PROJECT SITE. 5.IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER THERE ARE NO LOCATIONS ON SITE WHERE SURFACE WATER MAY BE DISCHARGED INTO GROUND WATER. 6.SOILS MAP OF THE PREDOMINANT SOIL TYPES INCLUDING: a.Soil legend with descriptions of each soil type The Natural Resources Conservation Service (NRCS) Web Soil Survey of Hendricks County, Indiana, indicates Brookston Silty Clay, and Crosby Silt loam are located on the site. The full soil legend can be found on the Erosion Contol Plan. b.Brief description of how the site has accommodated the existing soil limitations The on-site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the proposed construction. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with engineered material, installation of a geofabric within or under the pavement system, or treatment of the subgrade with lime. 7.DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES The following potential pollutant sources may be associated with construction activities on site: ·Material storage areas (more specifically described below) ·Construction waste material ·Fuel storage areas and fueling stations ·Exposed soils ·Leaking vehicles and equipment ·Sanitary waste from temporary toilet facilities ·Litter ·Windblown dust ·Soil tracking off site from construction equipment The following construction materials may be staged or stored on site at various points during development of the site: ·Structural fill ·Pavement Base Stone ·HDPE, PVC, RCP or Ductile Iron pipe ·Precast concrete, HDPE or PVC drainage and sanitary structures ·Rock rip-rap 8.TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES: a.Location b.Dimensions c.Detailed specifications d.Construction details e.Monitoring and maintenance guidelines Refer to the Erosion Control Plan for locations of each stormwater quality measure and the Erosion Control Details. MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE Inspection Schedule/Reporting All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater. Where sites have been final or temporarily stabilized or on sites where runoff is unlikely due to winter conditions (e.g., site is covered with snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month. Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project. Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on-site reports may be requested by inspections conducted by the local governing authority. Construction Entrance Locations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls as described in this SWPPP. Material Storage Inspections Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas. Off-site material storage areas used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the site inspection reports. Soil Stabilization Inspections Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all areas are covered with pavement or have a stand of vegetation with at least 70% of the background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Erosion and Sediment Control Inspections All controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that will be used for specific controls: 1.Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re-anchored. 2.Inlet Protection: If silt fence inlet protection is to be used, sediment should be removed when it reaches approximately one-half the height of the fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by 50%. 3.Diversion Swales: Clean debris or other obstructions as needed. Damage from storms or normal construction activities (i.e., tire ruts) shall be repaired immediately. 4.Mulching: Inspect for thin or bare spots caused by natural decomposition or weather-related events. Mulch in high traffic areas should be replaced on a regular basis to maintain uniform protection. 5.Sediment Trap: Accumulated silt shall be removed and the basin shall be re-graded to its original dimensions at such point that the capacity of the impoundment has been reduced to one-half of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 6.Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be re-graded to its original dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 7.Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the fence. 8.Stabilized Construction Entrance: Periodic re-grading and top dressing with additional stone. 9.Straw Bales: Replace straw bales that show signs of deterioration. 10.Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule. 11.Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by the next rainfall and/or pose a safety hazard to users of public streets. Modifications/Revisions to SWPPP. Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the inspection. A modification is necessary if a control measure or operational procedure does not provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within seven calendar days of the inspection. It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or contractor/subcontractor practices could make it necessary to install more controls than were originally planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional silt barrier or other structural controls. Assessing the need for and installing additional controls will be a continuing contractor/subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the intended goals. Notice of Termination Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOI until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1.Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2.Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized. 3.In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. 9.GENERAL CONSTRUCTION SEQUENCE Each plan should contain multiple stormwater pollution prevention measures. All measures will not be installed at the same time. Various measures will be installed at different times throughout the construction process. Some will be installed prior to land disturbance, and others may not be installed until work at the site progresses to an area where they are necessary. Each proposed measure should be identified in the sequence as to when it is to be installed in relation to the land disturbing activities. continuing contractor/subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the intended goals. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND-DISTURBING ACTIVITIES 1.Schedule pre-construction meeting with local stormwater authority. 2.Install construction entrance. 3.Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed. Post the NOI at the entrance. Add protection measures to existing inlets. 4.Install staging area, fueling station, material storage area and concrete truck washout. 5.Strip the top soil and grade. 6.Complete the cut and fills on the site. Final grade and seed the pond slopes. Install check dams or stabilize the slopes with erosion control blankets. 7.Prior to building construction install stone surface for paved areas. 8.Building pads left dormant for more than 15 days, must be temporarily seeded. 9.Start building construction. Install staging area for building materials. 10.Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the inlet and install riprap outlet protection prior to installing outlets. Final grade and stabilize slopes when inlets are functioning. 11.Seed the perimeter of the site. 12.Complete utility installation, curbs, paving and building construction. 13.Install landscaping plant material and stabilize all disturbed areas. 14.Remove all erosion and sediment control practices when areas have a uniform grass cover. Stable construction entrance locations and specifications Construction entrances will be in place prior to any site construction or demolition. Entrances are shown on the Erosion Control Plan, refer to the Erosion Control Details for details. Sediment control measures for sheet flow areas Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt Fencing will be utilized to prevent sedimentation from leaving the site. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. Sediment control measures for concentrated flow areas Proposed swales will be stabilized with erosion control blankets, and rock donuts will be installed to slow runoff to inlets. Straw bales and silt fences will not be allowed as concentrated flow protection measures. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. Storm sewer inlet protection measure locations and specifications The contractor shall install appropriate inlet protection measures at each inlet. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. Straw bales will not be allowed as inlet protection measures. Runoff control measures Temporary, permanent seeding, erosion ground cover and erosion rolls will be placed during construction as runoff control measures. Stormwater outlet protection specifications Stormwater outlets will be protected by riprap aprons to prevent scour erosion. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. Grade stabilization structure locations and specifications Rip rap aprons at outlets will be utilized to prevent grade destabilization. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. 10.LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS Excess soil shall be immediately stockpiled, surrounded with silt fence and seeded and/or removed from the construction site in accordance with all applicable laws. If topsoil stockpiles are anticipated for this project, they are shown on the Erosion Control Plan. 11.TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON Surface stabilization is required on any bare or thinly vegetated area that is scheduled or likely to remain inactive for a period of 15 days or more. Refer to the Temporary Seeding Detail within Erosion Control Details for specifics on soil amendments, seed mixtures and mulching. A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soil amendments such as peat, compost or manure shall be applied at 2" depth evenly over soil and incorporated into the top 6" of topsoil.Provide fertilizer with percentage of nitrogen required to provide not less than 1 pound of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days. B. Fertilizer for lawns: provide a fast release fertilizer with a composition of 1 lb per 1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by weight. C.low-release fertilizer for trees and shrubs: granular fertilizer consisting of 50 percent water-insoluble nitrogen, phosphorous and potassium made up of a composition by weight of 5 percent D. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter, and other objects that may interfere with planting or maintenance operations. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. E.Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. F.Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray. G.Install erosion control blankets as indicated on the plan. H.Protect seeded areas against erosion by spreading clean, seed-free straw mulch after completion of seeding operations. Spread uniformly to form a continuous blanket not less than 1-1/2 inches loose measurements over seeded areas. I.Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn areas disturbed by construction activities including tree and shrub installation. J.Refer to the Permanent Seeding Details within the Erosion Control Detail Sheet, for timing of permanent seeding, grass seed specifications and mulching specifications. 12.EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL LOTS This site will not be subdivided; therefore, there are no individual lots on the property. The proposed site improvements are shown on the included plans. 13.MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN a.List of expected materials that may be present on the site during construction operations b.Written description of how these materials will be handled to minimize the potential of entering the storm sewer system c.Procedures for the contractor to take if any spills occur during construction. Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the facility. Dust Control/Off-Site Vehicle Tracking During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked onto existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts. Sanitary/Septic Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors. The location of any sanitary facilities should be indicated on the stormwater pollution prevention plan by the operator following on-site location of said facilities. Water Source Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private well approved by the State or local health department. Equipment Fueling and Storage Areas Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they may be washed away during a rain event. Equipment wash down (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited. Hazardous Material Storage Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations. As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials Management Plan and/or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the storage areas. Material Handling and Spill Prevention Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local governing authority. The SWPPP must be revised within 14 calendar days after the release to reflect the release, stating the information above along with modifications to minimize the possibility of future occurrences. Each contractor and subcontractor is responsible for complying with these reporting requirements. Concrete Washout All concrete trucks waste material shall be completely contained and disposed in accordance with all local, state, and federal regulations. A pit or container is required when cleaning concrete chutes. Spill Response Plan Minor - Small spills that typically involve oil, gasoline, paint, hydraulic fluid, etc., can be controlled by the first responder at the discovery of the spill. ·Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury. ·Use absorbent material to clean-up spill material and any subsequently contaminated soil and dispose of properly. ·Semi-Significant Spills - Approximately ten gallons or less of pollutant with no contamination of ground or surface waters. Minor spills can be generally controlled by the first responder with help from other site personnel. This response may require other operations to stop to make sure the spill is quickly and safely addressed. At the discovery of the spill: ·Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury. ·Use absorbent material to clean-up spills and dispose of properly. Spills on impervious surfaces should be disposed of as soon as possible to prevent migration deeper into the soil and groundwater. Dispose of contaminated soils or absorbents properly. ·Contact 911 if the spill could be a safety issue. ·Contact supervisors and designated site inspectors immediately. ·Contaminated solids are to be removed to an approved landfill. ·Major or Hazardous Spills - More than ten gallons, there is the potential for death, injury or illness to humans or animals, or has the potential for surface or groundwater pollution. ·Control or contain the spill without risking bodily harm. Temporarily plug storm drains if possible to prevent migration of the spill into the stormwater system. ·Immediately contact the local Fire Department at 911 to report any hazardous material spill. ·Contact supervisors and designated site inspectors immediately. Governing authorities responsible for storm water facilities should be contacted as well. The contractor is responsible for having these contact numbers available at the job site. A written report should be submitted to the owner as soon as possible. ·As soon as possible but within 2 hours of discovery, contact the local agency responsible for spill management. The following information should be noted for future reports to the agency: ··Name, address and phone number of person making the spill report ··The location of the spill ··The time of the spill ··Identification of the spilled substance ··Approximate quantity of the substance that has been spilled or may be further spilled ··The duration and source of the spill ··Name and location of the damaged waters ··Name of spill response organization ··What measures were taken in the spill response ··Other information that may be significant Additional regulations or requirements may be present. A spill response professional should be consulted to make sure all appropriate and required steps have been taken. Contaminated solids should only be removed from the site after approval is given by the appropriate agency. 14.CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE a.Name - TBD b.Address - TBD c.Telephone number -TBD d.E-mail address - TBD e.List of qualifications - TBD 15.CURRENT REVISION DATE ON ALL SHEETS Refer to the Title Block. SWPPP FOR POST-CONSTRUCTION 1.DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE. The proposed land use is an Islamic Worship Center. The pollutants and sources of each pollutant normally expected from this type of land use are listed below: Pollutant Source: Passenger vehicles, delivery vehicles. Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials. Pollutant Source: Building Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system. Pollutant Source: Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. Pollutant Source: Parking lot Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments, wind-blown litter from off-site sources, elevated water temperatures from contact with impervious surfaces. Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) 2.POST-CONSTRUCTION STORMWATER QUALITY MEASURES: The following items are stormwater quality measures that will be installed during construction. These items will remain in place after construction is completed and are considered to serve an incidental function as post-construction stormwater quality BMPs. Dry detention pond, native vegetation, Aquaswirl Model AS-8, and the vegetated swale will remain on site as water quality measures. Refer to Utility Plan/Details for more information. 3.SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The stormwater detention pond and BMP will remain in place as permanent features after construction is completed. The purpose of the these measures is to restrict stormwater discharges and provide a sediment removal function. 4.STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS Permanent Vegetation Topsoil will be placed in lawn areas and seeded with grass, and graded not to exceed 3:1 slopes. Proposed landscape trees and shrubs will also be added. These Bio areas will act as a natural filter strip to help improve storm water quality. The vegetated areas will slow the velocities of storm water runoff, reduce sediment runoff, and reduce problems associated with mud or dust from bare soils. Dry Detention Basin Basins collect, temporarily hold, and gradually release excess storm water from storm events. Detention is achieved through the use of an outlet structure that regulates the rate of storm water outflow. Mechanical BMP (Aqua-swirl, etc.) A BMP structure will be installed at the downstream end of the storm sewer system, prior to the storm sewer outlet. The primary purpose of the BMP is to remove sediment, oils and floatable debris from the stormwater prior to discharging from the site. Good Housekeeping Measures Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction in fertilizer overspray can be incorporated by the owner and/or occupant. 5.AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES: An operation and maintenance manual has been completed and included as apart of these plans. C31 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:42 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\STORM WATER POLLUTION PROTECTION PLAN.DWGPRINT DATE: 7/5/22CITY OF CARMEL CONCRETE POLICYISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD ADDRESS COMMENTS 2022.07.05 C32 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:42 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\STORM WATER POLLUTION PROTECTION PLAN.DWGPRINT DATE: 7/5/22CITY OF CARMEL PAVING POLICYISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD ADDRESS COMMENTS 2022.07.05 C33 PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:42 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\STORM WATER POLLUTION PROTECTION PLAN.DWGPRINT DATE: 7/5/22SANITARY SPECS & LATERAL INSTALLATION REQUIREMENTSISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD ADDRESS COMMENTS 2022.07.05 C34