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Home My WebLink AboutSite Plans submitted to TAC 05-18-22CONTACT 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. SUMMER 2021 IS THE ANTICIPATED CONSTRUCTION START DATE 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: 5/18/22 - 6:58 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C001 TITLE SHEET.DWGPRINT DATE: 5/18/2214120 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 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 PROFILES 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.C2EXISTINGTOPOGRAPHY 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: 5/16/22 - 11:02 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C5 DEMOLITION PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 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 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. SHELBORNE ROADSHELBO A ±84.7'C C C C C D D D D D D D PLOT SCALE: 1:1 EDIT DATE: 5/16/22 - 11:02 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C5 DEMOLITION PLAN SOUTH.DWGPRINT DATE: 5/18/220' 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 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 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. 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 EXISTING LEGEND PLOT SCALE: 1:1 EDIT DATE: 5/16/22 - 11:02 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C5 DEMOLITION PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 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. 141ST STREET SHELBORNE ROADE E E E F H H B B A O P P P A A B B B B RRR RR RR 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 S V Z Y Y Y 10' B B AB J AA AA AA R S S Z Z AB U AA 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')PLOT SCALE: 1:1 EDIT DATE: 5/16/22 - 4:18 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C8 SITE PLAN SOUTH.DWGPRINT DATE: 5/18/220'30'60' 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.ADA RAMP 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 TO L.L. 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.SUBSURFACE DRAIN TO BE ADDED UNDER SURFACE DRAIN AB.TIMBER GUARDRAIL (SEE SITE DETAIL) AC.1500 GREASE TRAP(SEE MEP PLANS FOR DETAILS) AD.- AE.CONCRETE SWALE (SEE SITE DETAILS) AF.24" SAMPLE PORT( SEE UTILITY DETAILS) 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 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 ROADSHELBO PROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL FFE: 907.85 FPG: 911.86' LAG: 915.47' B B C E E I J E E G H B B D D L A M N 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 RR 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 Y 5' J AA AC K AA AF R4' 5'R 5'R 10'R 5'R 5'R 6' 26' E EE 18' 1.83' 6.04'5'PLOT SCALE: 1:1 EDIT DATE: 5/16/22 - 4:18 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C8 SITE PLAN SOUTH.DWGPRINT DATE: 5/18/22PER 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.ADA RAMP 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 TO L.L. 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.SUBSURFACE DRAIN TO BE ADDED UNDER SURFACE DRAIN AB.TIMBER GUARDRAIL (SEE SITE DETAIL) AC.1500 GREASE TRAP(SEE MEP PLANS FOR DETAILS) AD.- AE.CONCRETE SWALE (SEE SITE DETAILS) AF.24" SAMPLE PORT( SEE UTILITY DETAILS) 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 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: 5/16/22 - 4:18 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C8 SITE PLAN SOUTH.DWGPRINT DATE: 5/18/22PER 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.ADA RAMP 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 TO L.L. 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.SUBSURFACE DRAIN TO BE ADDED UNDER SURFACE DRAIN AB.TIMBER GUARDRAIL (SEE SITE DETAIL) AC.1500 GREASE TRAP(SEE MEP PLANS FOR DETAILS) AD.- AE.CONCRETE SWALE (SEE SITE DETAILS) AF.24" SAMPLE PORT( SEE UTILITY DETAILS) 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 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-TEXTILEFABRIC GEO-TEXTILE FABRIC NO. 8 CLEAN STONE EXPOSED ROCK DETAIL NOT TO SCALE TOP OF GRAVELRIVER GRAVEL ©PLOT SCALE: 1:1 EDIT DATE: 5/16/22 - 3:52 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C11 SITE DETAILS.DWGPRINT DATE: 5/18/22C11 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 SEE ALSO REMAINING INDOT E 601-WBGA DETAILS AND SPECIFICATIONS PERTAINING TO WBEAM GUARDRAIL ASSEMBLIES Standard Unit - Near Vertical Setback Reinforced Soil Retained Soil Typical Reinforced Wall Section Foundation Soil Design Height8" Min. Low Permeable Soil 24" Keystone Cap Unit Keystone Standard Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) Finished Grade Unreinforced Concrete or Crushed Stone Leveling Pad Approximate Limits of Excavation 4" Perforated PVC Drainage Tile 1/8" - 1/4" 8" Note: When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. Grid Depth Typical Gravity Wall Section Standard Unit - 1" Setback Foundation Soil Finished Grade Unreinforced Concrete or Crushed Stone Leveling Pad MAX 36"Retained Soil Unit Drainage Fill (3/4" Crushed Rock or Stone) 24" Keystone Standard Unit Keystone Cap Unit8" Min. Low Permeable Soil 4" Perforated PVC Drainage Tile Wrapped in Filter Fabric (If Required) Approximate Limits of Excavation 1" - 1 1/4" 8" Section Leveling Pad Detail Elevation 6" Crushed Rock or Unreinforced Concrete Leveling Pad 8" or 16" Step Note: 1. The leveling pad is to be constructed of crushed stone or 2000 psi ± unreinforced concrete. Top of Wall Steps (2) - 4" Cap Units or (1) - 8" Cap Unit Note: 1. Secure all cap units with Keystone Kapseal or equal. 8" Keystone Unit 4" Cap Unit W6" W + 12" 1/2" x 5 1/4" Fiberglass Pins Front Face Standard Unit Standard Elevation Standard Plan Cap Unit Elevation Cap Unit Plan18" ±18''8''4''18''10 1/2" ±18''10 1/2" ±4''Cap Unit Elevation Cap Unit Plan Geogrid is to be Placed on Level Backfill and Extended Over the Fiberglass Pins. Place Next Unit. Pull Grid Taught and Backfill. Stake as required. Grid & Pin Connection Universal Cap Unit Option Straight Split Cap Unit Option Dimensions & Availability Will Vary by Region Dimensions & Availability Will Vary by Region Dimensions May Vary by RegionStrength DirectionPLOT SCALE: 1:1 EDIT DATE: 5/16/22 - 3:52 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C11 SITE DETAILS.DWGPRINT DATE: 5/18/22C11.1 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 Standard Unit 18 - Straight Face Details Typical Wall Details Keystone Retaining Wall Systems 4444 W 78th Street 952-897-1040 Minneapolis, MN 55435 Design is for internal stability of the KEYSTONE wall structure only. External stability, including but not limited to foundation and slope stability is the responsibility of the Owner. The design is based on the assumption that the materials within the retained mass, methods of construction, and quality of materials conform to KEYSTONE's specification for this project. This drawing is being furnished for this specific project only. Any party accepting this document does so in confidence and agrees that it shall not be duplicated in whole or in part, nor disclosed to others without the consent of Keystone Retaining Wall Systems, Inc. Copyright 2003 Keystone Retaining Wall Systems 141ST STREET SHELBORNE ROAD913 913913913 914914 914914915914914914914905POND 100 YEAR ELEV: 909.86' POND 10 YEAR ELEV: 908.54' POND 2 YEAR ELEV: 907.78'905903913920.52 920.30 916.59 915.57 920.30 916.53 915.26 915.36 915.84 915.54 915.74 TC 915.17 BC 914.67 TC 915.47 BC 914.97 915.49 915.56 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 912.94 915.55915.10 915.09 915.19 915.25915.24 915.46 915.74 915.65 915.44 915.30 914.37 914.30 914.50914.55 913.64 915.05915.14 914.97915.18 915.16 913.60 913.49 914.21 914.10 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 912.48 912.92± ME912.73± ME TC 913.33 BC 912.83 TC 913.83 BC 913.33 913.92 912.94± ME 915.00 914.78 915.28 914.71914.80 914.38 914.47 914.11 914.22 TC 913.62 BC 913.12 TC 915.46 BC 914.96 TC 915.46 BC 914.96  914.00  912.56 906.75 914.14 914.25 TC 913.81 BC 913.31 906.75 912.74TOR  913.53  914.02 913.96TOR 914.07± ME 913.26± 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  913.88 912.83 913.73 912.34 910.30 912.70TOR 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  914.91 913.70TOR 913.24TOR 906.75 914914908 911 913910909 910909911912912914911910909911912913914906902900898913.54 913.46 912.92± 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' 904.76 906.75 904.75 895.25 895.25 904.75 904.75 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 PLOT SCALE: 1:1 EDIT DATE: 5/17/22 - 8:48 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 5/18/220' 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 LEGEND: C. O. PROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL FFE: 907.85 FPG: 911.86' LAG: 915.47'SHELBORNE ROADSHELBO 915915915 912912 912913913913913 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 914.97 915.49 915.56 TC 915.25 BC 914.75 915.55915.10 915.09 915.19 915.25915.24 915.46 920.40 915.74 915.65 915.44 915.30 915.62 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 915.82 BC 915.32 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 914.39TC 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 918.17 918.27 TW 918.26 918.36 TW 920.42 920.42 920.52920.52920.52 920.32920.32 BW 916.13 915.40 915.45 TC 916.06 BC 915.56 915.37 915.74915.74 920.52 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 PLOT SCALE: 1:1 EDIT DATE: 5/17/22 - 8:48 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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: 5/17/22 - 8:48 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 0'30'60' SCALE: 1"=30' LEGEND: C. O. SHELBORNE ROAD909.62 909.82 909.55 909.73 909.68 909.43 909.37 909.58 909.73 909.87 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. GCDPLOT SCALE: 1:1 EDIT DATE: 5/17/22 - 8:48 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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: 5/17/22 - 8:48 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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' ILC DRAINAGE SUMMARY Existing Conditions Proposed Conditions Area(AC)CN 10-Yr Allowable Discharge(cfs) 100 Yr Allowable Dischage(cfs)Area(AC)CN 10-Yr Discharge(cfs) 10-Yr Required Detention(CF) 100- Yr Discharge(cfs) 100-Yr Required Detention(CF) Detention Provided (CF) Ex Southeast Basin Sheet Flow(E1)1.88 85 0.38 1.14 32,644 62,073 97,580 Ex. South Basin Depresssion (E2)1.4 85 Throughfare Plan (E3)0.52 91 Proposed South(P1)4.83 87 21.04 40.42 Proposed Throughfare(P2)0.523 91 1.86 3.4 Offsite Southeast(P3)0.974 85 2.45 4.95 Offsite South(P4)0.646 84 1.73 3.54 Total*3.803 0.38 1.14 6.973 27.08 52.31 Total After Storm Routing Without Offsite**0.37**1.14** Total After Storm Routing With Offsite***2.09***4.56*** *Discharge from the site following storm routing. **Discharge from the site following storm routing and detention not including offsite ***Discharge from the site following storm routing and detention including offsite. LEGEND: C. O. 141ST STREET SHELBORNE ROADAB AA BA BB EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT SPILLWAY LOCATION REFER TO UTILITY DETAILS CA CB DA DB 913 905905910910903903 9 0 4 9049069069079079089089099099119119129139149149 0 5 9 1 0 9 1 5 91 5 9019 0 2 9 0 3 9 0 4 9 0 6 9 0 7 9 0 8 9 0 9 9 1 1 912913913 9 1 4 914 900905910896896897897898899901902903904906907908909911912913914914911910911915914TB 907.41 TB 909.86 TB 909.86 TB 909.86  913.65  914.91  914.56  913.98  913.96 910.22  910.30  912.56  913.96  914.47  914.10 TB 909.86 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 %91 LF OF 6" SDR 35 PVC@ 1.06%261 LF OF 8" SDR 35 PVC@ 0.50%85 LF O F 2 7 " R C P @ 0.3 2 % 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%96 LF OF 12" RCP@ 2.23%81 LF OF 12" RCP@ 0.56%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): 907.02 INV(W): 908.29 INV(SE): 907.12 STR. 11.1 12" CES TR: 909.55 INV(E): 908.38 STR. 3.0 SAN C/O. TYPE 2 INV(S): 906.83 INV(NE): 906.83 STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 912.18 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: 913.71 INV(W): 909.88 INV(NE): 909.98 159 LF O F 1 2 " R C P @ 0.56% STR. 41 Type C MH / R-2560-EA-E10 CONNECT TO EXISTING 12" CMP TR: 912.66 INV(W): 909.10217 LF OF 12" 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-ILC1 48 SANITARY MANHOLE TR: 912.46 INV(N): 905.41 INV(S): 905.31 39 LF OF 12" RCP @ 1.00%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 D3 D3 XD XE D5D5 D5 D5 G1 D1 D1 D1 D1 S2 S2 S2 STR. MH-ILC1A 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 S2 43 LF OF 6" SDR 35 PVC @ 1.06% STR. 3.1 SAN C/O. TYPE 2 TR: 914.62 INV(E): 906.99 INV(SW): 906.99 100 LF OF 6" SDR 35 PVC @ 1.06% STR. 4.1 San Cleanout INV(S): 910.38 INV(N): 910.79 13 LF OF 6" SDR 35 PVC @ 25.59% S4 STR. 2.0 SAN C/O. TYPE 2 TR: 913.19 INV(N): 905.86 INV(S): 905.86 POND 100 YEAR ELEV: 909.86' POND 10 YEAR ELEV: 908.54' 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 PLOT SCALE: 1:1 EDIT DATE: 5/18/22 - 6:46 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 1.IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2.ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 3.ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 4.ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5.ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL. 6.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7.ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF PIPE. 8.WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. (APPLIES TO COMMERCIAL ONLY) 9.STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH. 10.ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF HEALTH. 11.IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM. 12.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. EXISTING LEGEND 0'30'60' SCALE: 1"=30' DRAINAGE D1. UNDERDRAIN (SEE DETAIL) D2. EXPOSED ROCK DITCH @ 0.5% (SEE DETAIL) D3. PAVEMENT UNDERDRAIN(SEE DETAIL) D4. POND TO BE NATURALIZED PER CITY OF CARMEL STANDARDS. REFER TO LANDSCAPE PLANS FOR DETAILS. D5. DRAINAGE AND BMP EASEMENT PER CITY OF CARMEL STANDARDS. CROSSING XA.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XB.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XC.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XD.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XE.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE WATER W1. 6" 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) SHELBORNE ROADPROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL FFE: 907.85 FPG: 911.86' LAG: 915.47' EXISTING FIRE HYDRANT 915915914910911911914 913 91591391491391 2 913  914.56  912.82  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. 3.0 SAN C/O. TYPE 2 INV(S): 906.83 INV(NE): 906.83 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 XD XE D5 W4 G1 G2 W5 D1 S2 D1 STR. 3.1 SAN C/O. TYPE 2 TR: 914.62 INV(E): 906.99 INV(SW): 906.99 STR. 4.1 San Cleanout INV(S): 910.38 INV(N): 910.79 13 LF OF 6" SDR 35 PVC @ 25.59% S4 W2 WATER TEE AND VALVE WATER TEE AND VALVE S1 S2 SAN C/O. TYPE 2 INV(W): 908.05 INV(NE): 908.05 SAN C/O TYPE 3 INV(W): 911.45 PLOT SCALE: 1:1 EDIT DATE: 5/18/22 - 6:46 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 DRAINAGE D1. UNDERDRAIN (SEE DETAIL) D2. EXPOSED ROCK DITCH @ 0.5% (SEE DETAIL) D3. PAVEMENT UNDERDRAIN(SEE DETAIL) D4. POND TO BE NATURALIZED PER CITY OF CARMEL STANDARDS. REFER TO LANDSCAPE PLANS FOR DETAILS. D5. DRAINAGE AND BMP EASEMENT PER CITY OF CARMEL STANDARDS. CROSSING XA.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XB.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XC.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XD.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE XE.SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE WATER W1. 6" 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 0'30'60' SCALE: 1"=30' ILC DRAINAGE SUMMARY Existing Conditions Proposed Conditions Area(AC)CN 10-Yr Allowable Discharge(cfs) 100 Yr Allowable Dischage(cfs)Area(AC)CN 10-Yr Discharge(cfs) 10-Yr Required Detention(CF) 100- Yr Discharge(cfs) 100-Yr Required Detention(CF) Detention Provided (CF) Ex Southeast Basin Sheet Flow(E1)1.88 85 0.38 1.14 32,644 62,073 122,188 Ex. South Basin Depresssion (E2)1.4 85 Throughfare Plan (E3)0.52 91 Proposed South(P1)4.83 87 21.04 40.42 Proposed Throughfare(P2)0.523 91 1.86 3.4 Offsite Southeast(P3)0.974 85 2.45 4.95 Offsite South(P4)0.646 84 1.73 3.54 Total*3.803 0.38 1.14 6.973 27.08 52.31 Total After Storm Routing Without Offsite**0.37**1.13** Total After Storm Routing With Offsite***2.06***4.55*** *Discharge from the site following storm routing. **Discharge from the site following storm routing and detention not including offsite ***Discharge from the site following storm routing and detention including offsite. UTILITY LEGEND WATER LINE TELEPHONE LINE ELECTRIC LINE GAS LINE VALVE WATER METER PIT SANITARY SEWER LINE HYDRANT STORM SEWER LINE ROOF DRAIN CLEANOUT (STORM & SANITARY) PROPOSED DRAINAGE STR. 10-15 900 905 910 915 920 925 900 905 910 915 920 925 910.97913.101+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+07.7012"(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)907.0212"(W)908.298"(SE)907.120+92.5710 T.R. 909.77STR.PROPOSED GROUND EXISTING GROUND 85 LF OF 27" RCP @ 0.32% SLOPE PROFILE VIEW: 30:5 PROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL FFE: 907.85 FPG: 911.86' LAG: 915.47' AA EXISTING FIRE HYDRANT DA DB915 915914913 905903903 9 0 4904 906907908909910911911914 913 915913914913 915914TB 909.86  914.56  912.82  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 %91 LF OF 6" SDR 35 PVC@ 1.06%85 LF O F 2 7 " R C P @ 0.3 2 % 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): 907.02 INV(W): 908.29 INV(SE): 907.12 STR. 11.1 12" CES TR: 909.55 INV(E): 908.38 STR. 3.0 SAN C/O. TYPE 2 INV(S): 906.83 INV(NE): 906.83 STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 912.18 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-ILC1 48 SANITARY MANHOLE TR: 912.46 INV(N): 905.41 INV(S): 905.31 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 D3 D3 W3 W7 W3 W8 XD 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): 908.81STR. 10 27" CES INV(W): 906.75 D1 D1 43 LF OF 6" SDR 35 PVC @ 1.06% STR. 3.1 SAN C/O. TYPE 2 TR: 914.62 INV(E): 906.99 INV(SW): 906.99 100 LF OF 6" SDR 35 PVC @ 1.06% STR. 4.1 San Cleanout INV(S): 910.38 INV(N): 910.79 13 LF OF 6" SDR 35 PVC @ 25.59% S4 STR. 2.0 SAN C/O. TYPE 2 TR: 913.19 INV(N): 905.86 INV(S): 905.86 W2 WATER TEE AND VALVE WATER TEE AND VALVE S1 S2 SAN C/O. TYPE 2 INV(W): 908.05 INV(NE): 908.05 SAN C/O TYPE 3 INV(W): 911.45 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. GCDPLOT SCALE: 1:1 EDIT DATE: 5/18/22 - 6:46 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 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. 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. 12.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. EXISTING LEGEND PLAN VIEW STR. 10-15 SCALE 1"=40' HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE 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. @ 0.64% SLOPE12"(E)908.8 18"(S)908.7 @ 0.41% SLOPE18"(N)908.1 12"(NW)908 15"(SE)908. @ 0.35% SLOPE12"(S)907.7 12"(W)908. 10 STR.PROPOSED GROUND EXISTING GROUND PROPOSED SANITARY EX PIPE-4.0900905910915920900905910915920@ 0.32% SLOPE PROPOSED DRAINAGE STR. 20- 2390090591091592092590090591091592092512"(SW)910 12"(W)909. 12"(NE)909 12"(N)908.8 12"(E)908.9 1+03.6523 R-2560-EA-E10@ 0.56% SLOPE22 R-2560-EA-E10@ 0.56% SLOPE21 R-2560-EA-E1096 LF OF 12" R C P @ 2.23% SLOPE 20 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-3286-8V@ 0.74% SLOPE11 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" RCP15"(SE)908. 12"(S)909.7 1+89.3012"(N)909.1 15"(NW)908 1+25.5812 R-3286-8V@ 0.48% SLOPE R-3472@ 0.98% SLOPE R-347231 T.R. 913.24R-2560-EA-E10119 LF OF 12" R C P @ 2.31% SLOPE 30 T.R. 907.98???T.R. 909.47ex storm inletT.R. 911.52R-434241 R-2560-EA-E10ex storm inlet3.091 LF OF 6" SDR 35 PVC261 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 PVC SDR 35 TOP: 906.90 RCP BOTTOM: 908.12 RCP BOTTOM: 906.41 RCP BOTTOM: 908.16 40@ 1.00% 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' 2.0 COCONCRETE CRADLE PERTRICO DETAIL SANITARY MHRCP BOTTOM: 906.68 CONCRETE CRADLE PERTRICO DETAIL43 LF OF 6" SDR 35 PVC8" SANITARY MAIN BEGINS CA 911911TB 909.86  910.30 TW 911.27 BW 911.31 95 LF OF 12" RCP@ 0.74%261 LF OF 8" SDR 35 PVC@ 0.50%120 LF OF 15" RCP @ 0.26% STR. 11 Type K MH / R-3286-8V TR: 912.00 INV(N): 907.22 INV(S): 907.76 INV(E): 907.02 INV(W): 908.29 INV(SE): 907.12 STR. 11.1 12" CES TR: 909.55 INV(E): 908.38 STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 912.18 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-ILC1 48 SANITARY MANHOLE TR: 912.46 INV(N): 905.41 INV(S): 905.31 XA XB D3 D3 D5 S2 27 LF OF 12" RCP@ 0.50% D1 D1 CA113 LF OF 21" RCP85 LF O F 2 7 " R C P @ 0.3 2 % STR. 11 Type K MH / R-3286-8V TR: 912.00 INV(N): 907.22 INV(S): 907.76 INV(E): 907.02 INV(W): 908.29 INV(SE): 907.12 STR. 11.1 12" CES TR: 909.55 INV(E): 908.38 STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 912.18 STR. MH-ILC1 48 SANITARY MANHOLE TR: 912.46 INV(N): 905.41 INV(S): 905.31 XB D3 D1 43 LF OF 6" SDR 35 PVC @ 1.06% SAN C/O. TYPE 2 TR: 913.19 INV(N): 905.86 INV(S): 905.86 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 INV(W): 911.45 AA 913910 TB 909.86 TW 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 %91 LF OF 6" SDR 35 PVC@ 1.06%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% 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): 907.02 INV(W): 908.29 INV(SE): 907.12 STR. 11.1 12" CES TR: 909.55 STR. 3.0 SAN C/O. TYPE 2 INV(S): 906.83 INV(NE): 906.83 STR. MH-ILC1 48 SANITARY MANHOLE TR: 912.46 INV(N): 905.41 INV(S): 905.31 XB XC D3 D3 D3 D3 XD XE D1 S2 S2 STR. 12.1 Type C MH / R-3287-15 43 LF OF 6" SDR 35 PVC @ 1.06% 100 LF OF 6" SDR 35 PVC @ 1.06% STR. 4.1 San Cleanout INV(S): 910.38 INV(N): 910.79 STR. 2.0 SAN C/O. TYPE 2 TR: 913.19 INV(N): 905.86 INV(S): 905.86 SAN C/O. TYPE 2 INV(W): 908.05 INV(NE): 908.05 141ST STREET AB BA BB EXISTING FIRE HYDRANT SPILLWAY LOCATION REFER TO UTILITY DETAILS 9 0 5 9 1 0 9 1 5 91 5 9019 0 2 9 0 3 9 0 4 9 0 6 9 0 7 9 0 8 9 0 9 9 1 1 912 913913 9 1 4 914 910911912913914914TB 907.41  913.65  914.91  913.98  913.96 910.22  914.10 TB 909.86261 LF OF 8" SDR 35 PVC@ 0.50%96 LF OF 12" RCP@ 2.23%81 LF OF 12" RCP@ 0.56% 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: 913.71 INV(W): 909.88 INV(NE): 909.98 159 LF O F 1 2 " R C P @ 0.56% STR. 41 Type C MH / R-2560-EA-E10 CONNECT TO EXISTING 12" CMP TR: 912.66217 LF OF 12" RCP@ 1.00%39 LF OF 12" RCP @ 1.00%D1 D5D5 D5 G1 D1 D1 STR. MH-ILC1A 48 SANITARY MANHOLE TR: 911.00 INV(N): 904.00 INV(W): 903.90 STR. 20 12" CES INV(S): 906.75 S2 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- 23 900 905 910 915 920 925 900 905 910 915 920 925 911.35911.601+00911.75913.59912.07913.232+00912.56913.28912.90914.073+00912.86914.0312"(SW)910.433+43.1312"(W)909.8812"(NE)909.982+62.2912"(N)908.8912"(E)908.991+03.6512"(S)906.750+07.7023 T.R. 913.96R-2560-EA-E1081 LF OF 12" RCP @ 0.56% SLOPE 22 T.R. 913.71R-2560-EA-E10159 LF OF 12" RCP @ 0.56% SLOPE 21 T.R. 912.74R-2560-EA-E1096 LF OF 12" RC P @ 2.23% 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+00911.47913.34911.91913.4521"(N)907.2212"(S)907.7627"(E)907.0212"(W)908.298"(SE)907.120+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)907.0212"(W)908.298"(SE)907.120+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 GROUNDEXISTING GROUNDEXISTING GROUND PROPOSED GROUND PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PVC SDR 35 TOP: 906.90 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. GCDPLOT SCALE: 1:1 EDIT DATE: 5/18/22 - 6:46 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 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. 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. 12.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. EXISTING LEGEND 0'30'60' SCALE: 1"=30' 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 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+00 911.83913.14911.26911.961+00911.06912.1312"(SW)909.491+19.4512"(NE)906.750+00.8531 T.R. 913.24R-2560-EA-E10119 LF OF 12" R C P @ 2.31% SLOPE 30 T.R. 907.98???EX.1 T.R. 909.47ex storm inletOCS 1.0A T.R. 911.52R-434212"(W)909.102+60.1315"(E)906.4412"(S)906.440+04.2541 T.R. 912.66R-2560-EA-E10EX.1 T.R. 909.47ex storm inlet15"(E)906.4412"(S)906.440+05.0015"(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 12" RCP @ 1.00% SLOPE 39 LF OF 12" RCP @ 1.00% SLOPE 12"(N)909.4012"(E)909.502+21.19CB 910906907908909911912913914TB 909.86  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 905910903903 9 0 4 904906907908909911900896896897897898899901902903 910.30 TW 911.27 BW 911.31 95 LF OF 12" RCP@ 0.74%85 LF O F 2 7 " R C P @ 0.3 2 % 120 LF OF 15" RCP @ 0.26% STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 912.18 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% STR. 10 27" CES INV(W): 906.75 D1 D1 141ST STREET AB BA CA 9059059109049069069079079089099119 0 5 9 1 0 9 1 5 91 5 9019 0 2 9 0 3 9 0 4 9 0 6 9 0 7 9 0 8 9 0 9 9 1 1 912913913 9 1 4 914 900905896896897897898899901902903904906914911TB 907.41 TB 909.86  913.96 910.22  910.30 TB 909.86 TW 911.27 BW 911.31 95 LF OF 12" RCP@ 0.74%261 LF OF 8" SDR 35 PVC@ 0.50%96 LF OF 12" RCP@ 2.23%120 LF OF 15" RCP @ 0.26% 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): 906.75 159 LF O F 1 2 " R C P @ 0.56% STR. 41 Type C MH / R-2560-EA-E10 CONNECT TO EXISTING 12" CMP TR: 912.66 INV(W): 909.10217 LF OF 12" 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 12" RCP @ 1.00%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-ILC1A 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 PLOT SCALE: 1:1 EDIT DATE: 5/18/22 - 6:46 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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. 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 1.IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2.ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 3.ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 4.ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5.ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL. 6.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7.ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF PIPE. 8.WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. (APPLIES TO COMMERCIAL ONLY) 9.STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH. 10.ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF HEALTH. 11.IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM. 12.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. EXISTING LEGEND 0'30'60' SCALE: 1"=30' 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 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+00910.78913.72911.15914.696"(S)906.836"(NE)906.834+18.403.0 T.R. 914.0291 LF OF 6" SDR 35 PVC @ 1.06% SLOPE261 LF OF 8" SDR 35 PVC @ 0.50% 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-ILC1A 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' 2.0 T.R. 913.19CO6"(N)905.866"(S)905.86???CONCRETE CRADLE PER TRICO DETAIL 6"(N)905.418"(S)905.312+84.79MH-ILC1 T.R. 912.46SANITARY MHRCP BOTTOM: 906.68 CONCRETE CRADLE PER TRICO DETAIL 43 LF OF 6" SDR 35 PVC @ 1.06% SLOPE 8" SANITARY MAIN BEGINS SHELBORNE ROADPROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL FFE: 907.85 FPG: 911.86' LAG: 915.47' AB AA BA BB EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT SPILLWAY LOCATION REFER TO UTILITY DETAILS CA CB DA DB 913 905905910910903903 9 0 4 9049069069079079089089099099119119129139149149 0 5 9 1 0 9 1 5 91 5 9019 0 2 9 0 3 9 0 4 9 0 6 9 0 7 9 0 8 9 0 9 9 1 1 9129139 1 4 900905910896896897897898899901902903904906907908909911912913914914911910911911915914TB 907.41 TB 909.86 TB 909.86 TB 909.86  914.91  914.56  913.98  913.96 910.22  910.30  912.56  913.96  914.47  914.10 TB 909.86 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 %91 LF OF 6" SDR 35 PVC@ 1.06%261 LF OF 8" SDR 35 PVC@ 0.50%85 LF O F 2 7 " R C P @ 0.3 2 % 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%96 LF OF 12" RCP@ 2.23%81 LF OF 12" RCP@ 0.56%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): 907.02 INV(W): 908.29 INV(SE): 907.12 STR. 11.1 12" CES TR: 909.55 INV(E): 908.38 STR. 3.0 SAN C/O. TYPE 2 INV(S): 906.83 INV(NE): 906.83 STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 912.18 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): 909.49 159 LF O F 1 2 " R C P @ 0.56%217 LF OF 12" 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-ILC1 48 SANITARY MANHOLE TR: 912.46 INV(N): 905.41 INV(S): 905.31 INV(SE): 908.40 XA XB XC D3 D3 D3 D3 D3 D3 W3 W8 XD XE D5D5 D5 D5 W4 G1 G1 W5 D1 D1 D1 D1 S2 S2 S2 STR. MH-ILC1A 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): 908.81STR. 10 27" CES INV(W): 906.75 STR. 20 12" CES INV(S): 906.75 D1 D1 D1 S2 43 LF OF 6" SDR 35 PVC @ 1.06% STR. 3.1 SAN C/O. TYPE 2 TR: 914.62 INV(E): 906.99 INV(SW): 906.99 100 LF OF 6" SDR 35 PVC @ 1.06% STR. 4.1 San Cleanout INV(S): 910.38 INV(N): 910.79 13 LF OF 6" SDR 35 PVC @ 25.59% S4 STR. 2.0 SAN C/O. TYPE 2 TR: 913.19 INV(N): 905.86 INV(S): 905.86 POND 100 YEAR ELEV: 909.86' POND 10 YEAR ELEV: 908.54' POND 2 YEAR ELEV: 907.78' NORMAL POOL ELEV: 906.75' W2 WATER TEE AND VALVE WATER TEE AND VALVE S1 S2 SAN C/O. TYPE 2 INV(W): 908.05 INV(NE): 908.05 SAN C/O TYPE 3 INV(W): 911.45 PLOT SCALE: 1:1 EDIT DATE: 5/18/22 - 6:46 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL NOTES UTILITY LEGEND KEYNOTES WATER LINE TELEPHONE LINE ELECTRIC LINE GAS LINE VALVE WATER METER PIT SANITARY SEWER LINE HYDRANT STORM SEWER LINE ROOF DRAIN CLEANOUT (STORM & SANITARY) BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT NUMBER 20-043, DATED 06/07/2020. C20 UTILITY PROFILESISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA DRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 LEE 4 RESET ELEVATION 910.53 (NAVD 88) A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE ORIGINAL CENTERLINE OF 146TH STREET. CSC TBM #156 ELEVATION 912.83 A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST STREET. CSC TBM #151 ELEVATION 912.59 A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET. GCD 1.IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2.ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 3.ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 4.ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5.ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL. 6.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7.ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF PIPE. 8.WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. (APPLIES TO COMMERCIAL ONLY) 9.STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH. 10.ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF HEALTH. 11.IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM. 12.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. EXISTING LEGEND PLAN VIEW EXISTING PIPE-MH-ILC3 SCALE 1"=40' STORM SEWER PIPE AND STRUCTURE DATA TABLE STR. NO. 10 11 11.1 11.2 11.3 11.4 12 12.1 12.2 13 13.1 14 15 20 21 22 23 30 31 40 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 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 Type C MH / R-1714 T.O.R. 909.77 912.00 909.55 912.18 912.48 910.36 912.90 912.94 914.13 914.00 909.56 913.61 913.26 908.42 912.74 913.71 913.96 907.98 913.24 912.88 INCOMING PIPE DATA (DIRECTION) / [FROM STR] 27" RCP 906.75 (W) [11] 21" RCP 907.22 (N) [12] 12" RCP 907.76 (S) [11.3] 12" RCP 908.29 (W) [11.1] 8" HDPE 907.12 (SE) [11.2] 8" HDPE 907.12 (NW) [11] 12" RCP 908.56 (SW) [11.4] 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] 12" RCP 908.71 (E) [41] OUTGOING PIPE DATA (DIRECTION) / [TO STR] 27" RCP 907.02 (E) [10] 12" RCP 908.38 (E) [11] 12" RCP 908.46 (N) [11] 12" RCP 908.70 (NE) [11.3] 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] 12" RCP 908.61 (N) [EX.1] OUTGOING PIPE L.F. 85' 18' 95' 27' 113' 122' 64' 118' 23' 151' 113' 96' 159' 81' 119' 217' OUTGOING PIPE SIZE 27" 12" 12" 12" 21" 15" 12" 21" 12" 18" 12" 12" 12" 12" 12" 12" OUTGOING GRADE (%) 0.32% 0.50% 0.74% 0.50% 0.35% 0.48% 0.98% 0.25% 0.50% 0.41% 0.64% 2.23% 0.56% 0.56% 2.31% 1.00% CONNECT TO STRUCT 10 11 11 11.3 11 12 12.1 12 13 13 14 20 21 22 30 EX.1 REMARKS STORM SEWER PIPE AND STRUCTURE DATA TABLE STR. NO. 41 CES 2 CES 3 EX.1 OCS 1.0A RD 02.1 RD01 RD02 RD02.2 RD2.3 RD03 RD04 RD04.1 RD04.2 RD04.3 RD05 RD06 SP01 STRUCTURE - (184) STRUCTURE / CASTING TYPE Type C MH / R-2560-EA-E10 CONNECT TO EXISTING 12" CMP 18" CES 18" CES 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 Cleanout. Refer to MEP Plan for Connection to Building and Backflow Preventer Null Structure T.O.R. 912.66 917.86 917.46 909.47 911.52 911.52 911.62 911.42 911.62 911.62 912.98 912.93 912.95 912.98 912.98 911.48 911.48 912.52 911.68 INCOMING PIPE DATA (DIRECTION) / [FROM STR] 18" RCP 912.56 (S) [CES 2] 15" RCP 906.44 (E) [OCS 1.0A] 12" 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] 6" PVC SDR 35 911.16 (N) [RD04] OUTGOING PIPE DATA (DIRECTION) / [TO STR] 12" RCP 909.10 (W) [40] 18" RCP 912.82 (N) [CES 3] 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] 6" PVC SDR 35 912.00 (S) [12.2] 6" PVC SDR 35 911.16 (S) [12.2] OUTGOING PIPE L.F. 39' 77' 120' 2' 4' 155' 5' 4' 5' 32' 4' 5' 4' 44' 41' 72' 44' OUTGOING PIPE SIZE 12" 18" 15" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" OUTGOING GRADE (%) 1.00% 0.33% 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% 3.02% 3.03% CONNECT TO STRUCT 40 CES 3 EX.1 RD02 RD02 14 RD 02.1 RD 02.1 RD04 STRUCTURE - (184) RD04 RD04.1 RD04.1 13 13 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 STORM SEWER PIPE AND STRUCTURE DATA TABLE STR. NO. 2.0 3.0 3.1 3.2 3.3 3.4 4.0 4.1 4.2 4.3 4.4 4.5 4.6 MH-ILC1 MH-ILC1A STRUCTURE / CASTING TYPE SAN C/O. TYPE 2 SAN C/O. TYPE 2 SAN C/O. TYPE 2 SAN C/O. TYPE 2 Null Structure SAN C/O. TYPE 3. Refer to MEP Plan for Connection to Building Null Structure San Cleanout Null Structure Null Structure Null Structure Null Structure SAN C/O TYPE 3 48 SANITARY MANHOLE 48 SANITARY MANHOLE T.O.R. 913.19 914.02 914.62 912.11 908.81 915.82 909.14 915.03 -3.10 -3.06 -3.03 -3.02 0.33 912.46 911.00 INCOMING PIPE DATA (DIRECTION) / [FROM STR] 6" PVC SDR 35 905.86 (N) [3.0] 6" PVC SDR 35 906.83 (NE) [4.0] 6" PVC SDR 35 906.99 (E) [3.2] 6" PVC SDR 35 908.05 (NE) [3.3] 6" PVC SDR 35 908.10 (N) [3.4] 6" PVC SDR 35 906.94 (NE) [3.1] 6" PVC SDR 35 906.94 (N) [4.1] 6" PVC SDR 26 910.79 (N) [4.2] 6" PVC SDR 26 -3.61 (N) [4.3] 6" PVC SDR 26 911.00 (N) [4.4] 6" PVC SDR 26 911.39 (NE) [4.5] 6" PVC SDR 26 911.40 (E) [4.6] 6" PVC SDR 35 905.41 (N) [2.0] 8" PVC SDR 35 904.00 (N) [MH-ILC1] OUTGOING PIPE DATA (DIRECTION) / [TO STR] 6" PVC SDR 35 905.86 (S) [MH-ILC1] 6" PVC SDR 35 906.83 (S) [2.0] 6" PVC SDR 35 906.99 (SW) [4.0] 6" PVC SDR 35 908.05 (W) [3.1] 6" PVC SDR 35 908.10 (SW) [3.2] 6" PVC SDR 35 908.33 (S) [3.3] 6" PVC SDR 35 906.94 (SW) [3.0] 6" PVC SDR 35 910.38 (S) [4.0] 6" PVC SDR 26 910.83 (S) [4.1] 6" PVC SDR 26 -3.57 (S) [4.2] 6" PVC SDR 26 911.39 (S) [4.3] 6" PVC SDR 26 911.40 (SW) [4.4] 6" PVC SDR 26 911.45 (W) [4.5] 8" PVC SDR 35 905.31 (S) [MH-ILC1A] 8" PVC SDR 35 903.90 (W) [] OUTGOING PIPE L.F. 43' 91' 5' 100' 5' 21' 10' 13' 4' 9' 37' 1' 3' 261' 24' OUTGOING PIPE SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 8" 8" OUTGOING GRADE (%) 1.06% 1.06% 1.06% 1.06% 1.06% 1.06% 1.06% 25.59% 1.06% 0.44% 1.06% 1.07% 1.31% 0.50% 0.42% CONNECT TO STRUCT MH-ILC1 2.0 4.0 3.1 3.2 3.3 3.0 4.0 4.1 4.2 4.3 4.4 4.5 MH-ILC1A REMARKS N/A N/A N/A PLOT SCALE: 1:1 EDIT DATE: 5/18/22 - 6:46 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 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 1.IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2.ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 3.ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 4.ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5.ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL. 6.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7.ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF PIPE. 8.WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. (APPLIES TO COMMERCIAL ONLY) 9.STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH. 10.ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF HEALTH. 11.IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM. 12.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. EXISTING LEGEND 0'30'60' SCALE: 1"=30' 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: 5/17/22 - 3:26 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EMERGENCY FLOOD ROUTING CENTER.DWGPRINT DATE: 5/18/220' 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 EXISTING LEGEND LEGEND: C. O. EMERGENCY FLOOD AREA OVERFLOW ROUTE DIRECTION SHELBO PROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL FFE: 907.85 FPG: 911.86' LAG: 915.47' 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: 5/17/22 - 3:26 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EMERGENCY FLOOD ROUTING CENTER.DWGPRINT DATE: 5/18/220' 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 EXISTING LEGEND LEGEND: C. O. EMERGENCY FLOOD ROUTING LEGEND EMERGENCY FLOOD AREA OVERFLOW ROUTE DIRECTION POND ALIGNMENT AA-AB895900905910915920895900905910915920911.34 906.31 1+00911.03 895.82 911.11 895.25 2+00911.55 899.11 911.77 910.52 3+00POND ALIGNMENT BA-BB895900905910915920895900905910915920910.64 904.75 1+00911.16 898.13 911.74 909.33 POND ALIGNMENT CA-CB895900905910915920895900905910915920911.03 904.75 1+00911.67 898.25 912.41 909.01PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND25.00%0.01%33.33%33. 3 3 %0.01%25 . 0 0 %24.88%0.01%16.90%16.60%0.01%24 . 8 6 %24.68%0.01%24.68%33. 3 3 %0.00%25 . 0 0 %OCS[SEE DETAIL-C22]/ R-4342TR: 911.52INV(W): 906.75NORMAL POOL: 906.75'NORMAL POOL: 906.75'NORMAL POOL: 906.75'SWALE ALIGNMENT DA-DB905910915920905910915920PROPOSED GROUNDEXISTING GROUNDNATIVE VEGETATION EXTENTS2.84%16.35% PLOT SCALE: 1:1 EDIT DATE: 5/18/22 - 7:05 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 5/18/22 STORM SEWER & SANITARY SEWER CLEANOUTNOT TO SCALEMIN. CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS AND SEWERSNOT TO SCALEPAVEMENT UNDERDRAIN DETAILNOT TO SCALETHRUST BLOCK INSTALLATIONNOT TO SCALEFREE OFCONCRETECONCRETETHRUST BLOCKINGTO BE FORMEDPIPE BEDDINGNOT TO SCALEUTILITY DETAILSTOP SOILGEO-TEXTILEFABRICNO. 8 WASHED GRAVELTOP OF GRADE6" PERF. PIPE6" UNDERDRAIN DETAILNOT TO SCALE2"4"6"4"6"6"6"GEO-TEXTILEFABRICISLAMIC 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.: 2020.0113GCDUTILITY 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 FT4:14:1 45.0'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= 909.86'6" DIAMETERCONTROL ORIFICEINV.ELEV = 908.54.'Ø48" ROUND STANDPIPE STRUCTURE UTILITY DETAILSPLOT SCALE: 1:1 EDIT DATE: 5/18/22 - 7:05 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 5/18/22 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.: 2020.0113GCDC25 UTILITY DETAILSPLOT SCALE: 1:1 EDIT DATE: 5/18/22 - 7:05 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 5/18/22 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.: 2020.0113GCD4" DROP THROUGHSAMPLE PORT INVERTSC26TriCo Standard Detail | 1,000 GALLON EXTERNAL INTERCEPTOR STR. 11.2 AQUA-SWIRL/AS-8 [SEE DETAIL-C26] TR: 912.18ERER ERERER ER ERER ERERERER ER ERER A A A B B B B C C C B B BB B YbvA YclA YclA YbvA YbvA YbvA YclA YclA 905 910 903903 904904 906 907908 909 911912 914914912 915915915 914914914914 910916 910915909911912913914901910908B B B PLOT SCALE: 1:1 EDIT DATE: 5/16/22 - 3:27 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 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 913913913915 913 91 4 914916910 910 911 91 2 PROPOSED BUILDING UPPER LEVEL FFE: 920.52' LOWER LEVEL FFE: 907.85 FPG: 911.86' LAG: 915.47' B B B PLOT SCALE: 1:1 EDIT DATE: 5/16/22 - 3:27 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 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: 5/16/22 - 3:27 PM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL PLAN SOUTH.DWGPRINT DATE: 5/18/22GENERAL 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 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 1 2 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: 5/18/22 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: 5/18/22STORM 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: 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: 5/18/22CITY 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 C32 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: 5/18/22CITY 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 C33 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: 5/18/22SANITARY 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 C34 (11) Ulm-v(3) Bet-n(1) Que-b(3) Nys-s(1) Que-b(1) Que-r(1) Gle-t(1) Bet-n(14) Dia-x(4) Ile-v(2) Zel-s(3) Pic-a(7) Vib-x(3) Pic-d(5) Ulm-v(3) Pic-o(3) Que-x(1) Lir-t(3) Pic-o(3) Que-x(9) Ile-v(1) Pla-a(16) Die-l(7) Vib-x(2) Pic-a(2) Lir-t(2) Que-b(7) Vib-x(6) Myr-p(19) Hyd-q(12) Aro-a(3) Pic-p(1) Pla-a(20) Phy-o(2) Cer-c(3) Bet-n(27) Die-l(3) Pic-o(2) Bet-n(2) Pic-p(2) Pic-a(5) Ame-x(2) Que-b(3) Pic-a(2) Que-b(14) Cor-s(1) Ulm-v(12) Ite-v(1) Que-b(4) Ame-x(1) Que-b(3) Cer-c(10) Bux-x(3) Cal-x(9) Aro-a(1) Bet-n(12) Nep-x(2) Lir-t(7) Jun-v(4) Zel-s(1) Zel-s(8) Vib-x(8) Cal-x(1) Gle-t(11) Vib-x(1) Zel-s(1) Zel-sNative Seed, Refer toSpecification 32 92 16141st StreetShelborne RoadExisting Trees, typ.(12) Cor-s(4) Myr-p(5) Vib-x(2) Pic-a(3) Gin-p(13) Vib-x(15) Ile-v(12) Aro-a(4) Pic-d(2) Pla-a(2) Que-r(2) Que-r(1) Tax-d(8) Pan-vNative Plugs, Refer toSpecification 32 92 16(1) Que-b(1) Lir-t(1) Que-b(3) Gle-t(7) Jun-v(12) Die-l(19) Tax-x(5) Cal-x(5) Phy-o(54) All-m(11) Nep-x(15) Nep-x(10) Cor-c(5) Cal-x(5) Vib-x(6) Ile-v(11) Nep-x(27) Cor-c(14) Aro-a(15) Spo-h(1) Ame-x(6) Bux-x(15) Cor-c(1) Syr-r(4) Phy-o(11) All-m(2) Ulm-v(9) Die-l(17) Ite-v(10) Aro-a(4) Phy-o(5) Hyd-w(4) Cal-x(10) Cor-c(1) Syr-r(12) Bux-x(59) All-m(2) Ame-x(7) Pan-v(3) Vib-x(5) Vib-x(5) Cal-x(15) Spo-h(11) Pan-v(7) Spo-h(7) Nep-x(3) Phy-o(4) Phy-o(7) Ile-v(10) Ile-v(3) Vib-x(5) Aro-a(3) Ame-x(11) Cor-c(15) Cal-x(10) Hyd-w(31) Dia-x(8) Ile-v(14) Die-lCRORDINANCE CHARTZoning: S-1 - place of worshipAdjacent zoning:North: S-1 single family home (same owner) - Buffer Yard DEast: Secondary Arterial - Buffer Yard ASouth: Residential Parkway - Buffer Yard AWest: S-1 - single family - Buffer Yard DBUFFERS*RequirementsType A: 4 shade or evergreen trees + 10 shrubs/100 l.f.Type D: 8 shade or evergreen (min. 30%) trees + 2 ornamental trees + 20 shrubs*buffer edge lengths are of the area to be constructed only, not the entire bufferyard length of the propertyRequiredNorth: Type D @ 328 l.f. = 26 shade or evergreen trees + 7 ornamental trees +66 shrubsEast: Type A @ 741 l.f. = 30 shade or evergreen trees + 74 shrubsSouth 1: Type A @ 328 l.f. = 13 shade or evergreen trees + 33 shrubsWest: Type D @ 687 l.f. (extents of development) = 55 shade or evergreen trees+ 14 ornamental trees + 137 shrubsProvided:North: 41 existing trees to remain on north parcel + 5 shade trees + 2 evergreentrees + 39 shrubsEast: 30 shade/evergreen trees + 74 shrubsSouth: 13 shade/evergreen trees + 33 shrubsWest: 38 shade trees + 21 evergreen trees + 15 ornamental trees + 148 shrubsPARKING LOT INTERIORRequirement: Provide 1 shade tree + five shrubs/10 spacesRequired: 118 spaces/10 = 13 shade trees + 59 shrubsProvided: 12 shade trees + 59 shrubsFOUNDATION PLANTINGSRequirement: Provide planting beds at 5 foot width around entire building; shrubs,grasses, and ground cover shall cover at least 75% of this area.Required: 550 l.f. x 5 s.f. = 2,750 s.f. x 75% = 2,062.5 s.f.of planting bedProvided: 2,883 s.f. planting bedSTREET TREES (No Median)Requirement: Provide within the ROW trees spaced between 25' min. to 50' max.Required:Shelborne Road: 741 l.f. - 25 l.f. (curb cut) = 14-29 trees141st Street: 328 l.f. - 25 l.f. (curb cut) = : 6 to 12 treeProvided:Shelborne Road: no trees provided due to overhead utility conflicts141st Street: no trees provided due to overhead utility conflictsThese Drawings and Specifications, and all copiesthereof are and shall remain the property andcopyright of the Landscape Architect. They shallbe used only with respect to this Project and arenot to be used on any other Project or Workwithout prior written permission from theLandscape Architect.Sheet No: Revision Date Description 06-09-2021 Permit resubmittal/city comments 07-30-2021 Permit resubmittal comments 05-16-2022 Owner Changes Certified by:Consultant:Sheet Title: Date: 03/17/2021 Job No: 2018-1162 Drawn by:app Checked by:appConstruction Drawings for the ISLAMIC LIFE CENTER 14120 Shelborne Road, Carmel, Indiana 5825 Lawton Loop E. Dr. | Indianapolis, IN 46216 317-485-6900 | www.context-design.com0Scale 1" = 30'-0"60'30'15'Landscape PlanL1North1.Plant material to be installed and maintained by a qualified and experienced landscape installer.2.All materials are subject to the approval of the Landscape Architect and Owner at any time. Landscape Architectto inspect all plant locations and plant bed conditions prior to installation. Stake all plant locations for review andapproval by the Landscape Architect before planting. On-site adjustments may be required. Plants are to befreshly dug. Transporting of plants shall be done in a manner as to not destroy the natural shape, compromise thehealth, or alter the characteristics of plant materials.3.Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAINLEADERS OF ALL TREES SHALL REMAIN INTACT. Remove from the site any plant material that turns brownor defoliates within five (5) days after planting. Replace immediately with approved, specified material.4.Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plantquantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwisedirected by Landscape Architect. Contractor to verify bed measurements and install appropriate quantities asgoverned by plant spacing per schedule.5.All plant beds shall receive 3" minimum of genuine shredded hardwood bark mulch (unless otherwise noted).Apply pre-emergent herbicide as directed by the manufacturer prior to installing mulch. Seed all areas disturbedby construction activities that are not otherwise noted to receive pavement, planting bed, or other treatment.6.The Contractor shall install and/or amend topsoil in all proposed bed areas to meet ASTM D5268 standards.Landscaper shall verify depth and quality of topsoil prior to plant installation. A minimum of 4" of topsoil is requiredfor lawn areas; 12" for plant beds. Topsoil sources shall include the reuse of surface soil stockpiled on site, cleanof roots, plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1". Supplement withimported topsoil from off-site sources when quantities are insufficient. Do not obtain supplemental topsoil fromagricultural land, bogs, or marshes. Inorganic amendments, organic amendments, and fertilizers shall be used toamend topsoil as needed for long-term plant health.7.Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to satisfaction of theOwner and Operating Authority at no additional cost.8.Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtainany required permits necessary to complete work. All workmanship and materials shall be guaranteed by theContractor for a period of one (1) calendar year after Final Acceptance.9.Maintain all plant material for a three (3) month period from date of Substantial Completion. Maintenance shallinclude pruning, cultivating, watering, weeding, fertilizing, restoring plant saucers, spraying for disease andinsects, and replacing tree wrappings. Recommended long-term maintenance procedures shall be provided to theOwner before expiration of this period.10.Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close stand of grass has beenestablished, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. (0.92sq. m) and bare spots not exceeding 3 by 3 inches.Reestablish lawns that do not comply with requirements andcontinue maintenance until lawns are fully satisfactory to the Owner.DESIGN/BUILD LANDSCAPE ANDPLANTING NOTESORDINANCE CHARTLANDSCAPING MUST BE PLANTED ACCORDING TO THEDETAILS ON SHEET L3 - SEE PLANTING DETAILS. (3) Pic-a(7) Vib-x(3) Pic-d(5) Ulm-v(1) Ulm-v(12) Ite-v(1) Que-b(3) Cer-c(9) Aro-a(8) Vib-x(11) Vib-x(1) Zel-sShelborne RoadExisting Trees, typ.Existing Evergreen Row of Trees to Remain(2) Ulm-v(17) Ite-v(10) Aro-aORDINANCE CHARTZoning: S-1 - place of worshipAdjacent zoning:North: S-1 single family home (same owner) - Buffer Yard DEast: Secondary Arterial - Buffer Yard ASouth: Residential Parkway - Buffer Yard AWest: S-1 - single family - Buffer Yard DBUFFERS*RequirementsType A: 4 shade or evergreen trees + 10 shrubs/100 l.f.Type D: 8 shade or evergreen (min. 30%) trees + 2 ornamental trees + 20 shrubs*buffer edge lengths are of the area to be constructed only, not the entire bufferyard length of the propertyRequiredNorth: Type D @ 328 l.f. = 26 shade or evergreen trees + 7 ornamental trees +66 shrubsEast: Type A @ 741 l.f. = 30 shade or evergreen trees + 74 shrubsSouth 1: Type A @ 328 l.f. = 13 shade or evergreen trees + 33 shrubsWest: Type D @ 687 l.f. (extents of development) = 55 shade or evergreen trees+ 14 ornamental trees + 137 shrubsProvided:North: 41 existing trees to remain on north parcel + 5 shade trees + 2 evergreentrees + 39 shrubsEast: 30 shade/evergreen trees + 74 shrubsSouth: 13 shade/evergreen trees + 33 shrubsWest: 38 shade trees + 21 evergreen trees + 15 ornamental trees + 148 shrubsPARKING LOT INTERIORRequirement: Provide 1 shade tree + five shrubs/10 spacesRequired: 118 spaces/10 = 13 shade trees + 59 shrubsProvided: 12 shade trees + 59 shrubsFOUNDATION PLANTINGSRequirement: Provide planting beds at 5 foot width around entire building; shrubs,grasses, and ground cover shall cover at least 75% of this area.Required: 550 l.f. x 5 s.f. = 2,750 s.f. x 75% = 2,062.5 s.f.of planting bedProvided: 2,883 s.f. planting bedSTREET TREES (No Median)Requirement: Provide within the ROW trees spaced between 25' min. to 50' max.Required:Shelborne Road: 741 l.f. - 25 l.f. (curb cut) = 14-29 trees141st Street: 328 l.f. - 25 l.f. (curb cut) = : 6 to 12 treeProvided:Shelborne Road: no trees provided due to overhead utility conflicts141st Street: no trees provided due to overhead utility conflictsThese Drawings and Specifications, and all copiesthereof are and shall remain the property andcopyright of the Landscape Architect. They shallbe used only with respect to this Project and arenot to be used on any other Project or Workwithout prior written permission from theLandscape Architect.Sheet No: Revision Date Description 06-09-2021 Permit resubmittal/city comments 07-30-2021 Permit resubmittal comments 05-16-2022 Owner Changes Certified by:Consultant:Sheet Title: Date: 03/17/2021 Job No: 2018-1162 Drawn by:app Checked by:appConstruction Drawings for the ISLAMIC LIFE CENTER 14120 Shelborne Road, Carmel, Indiana 5825 Lawton Loop E. Dr. | Indianapolis, IN 46216 317-485-6900 | www.context-design.com0Scale 1" = 30'-0"60'30'15'Landscape PlanL2North 1.Plant material to be installed and maintained by a qualified and experienced landscape installer.2.All materials are subject to the approval of the Landscape Architect and Owner at any time. Landscape Architectto inspect all plant locations and plant bed conditions prior to installation. Stake all plant locations for review andapproval by the Landscape Architect before planting. On-site adjustments may be required. Plants are to befreshly dug. Transporting of plants shall be done in a manner as to not destroy the natural shape, compromise thehealth, or alter the characteristics of plant materials.3.Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAINLEADERS OF ALL TREES SHALL REMAIN INTACT. Remove from the site any plant material that turns brownor defoliates within five (5) days after planting. Replace immediately with approved, specified material.4.Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plantquantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwisedirected by Landscape Architect. Contractor to verify bed measurements and install appropriate quantities asgoverned by plant spacing per schedule.5.All plant beds shall receive 3" minimum of genuine shredded hardwood bark mulch (unless otherwise noted).Apply pre-emergent herbicide as directed by the manufacturer prior to installing mulch. Seed all areas disturbedby construction activities that are not otherwise noted to receive pavement, planting bed, or other treatment.6.The Contractor shall install and/or amend topsoil in all proposed bed areas to meet ASTM D5268 standards.Landscaper shall verify depth and quality of topsoil prior to plant installation. A minimum of 4" of topsoil is requiredfor lawn areas; 12" for plant beds. Topsoil sources shall include the reuse of surface soil stockpiled on site, cleanof roots, plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1". Supplement withimported topsoil from off-site sources when quantities are insufficient. Do not obtain supplemental topsoil fromagricultural land, bogs, or marshes. Inorganic amendments, organic amendments, and fertilizers shall be used toamend topsoil as needed for long-term plant health.7.Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to satisfaction of theOwner and Operating Authority at no additional cost.8.Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtainany required permits necessary to complete work. All workmanship and materials shall be guaranteed by theContractor for a period of one (1) calendar year after Final Acceptance.9.Maintain all plant material for a three (3) month period from date of Substantial Completion. Maintenance shallinclude pruning, cultivating, watering, weeding, fertilizing, restoring plant saucers, spraying for disease andinsects, and replacing tree wrappings. Recommended long-term maintenance procedures shall be provided to theOwner before expiration of this period.10.Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close stand of grass has beenestablished, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. (0.92sq. m) and bare spots not exceeding 3 by 3 inches.Reestablish lawns that do not comply with requirements andcontinue maintenance until lawns are fully satisfactory to the Owner.DESIGN/BUILD LANDSCAPE ANDPLANTING NOTESORDINANCE CHARTLANDSCAPING MUST BE PLANTED ACCORDING TO THEDETAILS ON SHEET L3 - SEE PLANTING DETAILS. TREESQTYBOTANICAL NAMECOMMON NAMECONT CALREMARKSBet-n10Betula nigraRiver BirchB & Bmin. 8` ht.clump form, 3-5 stemsGin-p3Ginkgo biloba `Princeton Sentry`Princeton Sentry GinkgoB & Bmin. 2.5" cal.full, strong central leader, matchedGle-t5Gleditsia triacanthos inermis `Skycole`Skyline Thornless HoneylocustB & Bmin. 2.5" cal.full, strong central leader, matchedLir-t6Liriodendron tulipiferaTulip TreeB & Bmin. 2.5" cal.full, strong central leader, matchedNys-s3Nyssa sylvaticaSour GumB & Bmin. 2.5" cal.full, strong central leader, matchedPla-a4Platanus x acerifolia `Bloodgood`London Plane TreeB & Bmin. 2.5" cal.full, strong central leader, matchedQue-b12Quercus bicolorSwamp White OakB & Bmin. 2.5" cal.spring dug, full, strong central leader,matchedQue-x6Quercus robur `Fastigiata`Columnar English OakB & Bmin. 2.5" cal.spring dug, full, strong central leader,matchedQue-r5Quercus rubraRed OakB & Bmin. 2.5" cal.spring dug, full, strong central leader,matchedTax-d1Taxodium distichumBald CypressB & Bmin. 2.5" cal.full, strong central leader, matchedUlm-v19Ulmus americana `Valley Forge`Valley Forge ElmB & Bmin. 2.5" cal.full, strong central leader, matchedZel-s9Zelkova serrata `Green Vase`Green Vase Sawleaf ZelkovaB & Bmin. 2.5" cal.full, strong central leader, matchedEVERGREEN TREESQTYBOTANICAL NAMECOMMON NAMECONT CALREMARKSPic-a12Picea abiesNorway SpruceB & Bmin. 6` ht.full, strong central leader, matched,symmetricalPic-d7Picea glauca `Densata`Black Hills SpruceB & Bmin. 6` ht.full, strong central leader, matched,symmetricalPic-o9Picea omorikaSerbian SpruceB & Bmin. 6` ht.full, strong central leader, matched,symmetricalPic-p5Picea pungensColorado SpruceB & Bmin. 6` ht.full, strong central leader, matched,symmetricalORNAMENTAL TREESQTYBOTANICAL NAMECOMMON NAMECONT CALREMARKSAme-x15Amelanchier x grandiflora `Autumn Brilliance`Autumn Brilliance ServiceberryB & Bmin. 6` ht.clump form, 5-13 stemsCer-c5Cercis canadensisEastern RedbudB & Bmin. 6` ht.clump form, 3-7 stemsSyr-r2Syringa reticulata `Ivory Silk`Ivory Silk Japanese Tree LilacB & Bmin. 1.5" cal.full, strong central leader, matchedSHRUBSQTYBOTANICAL NAMECOMMON NAMESIZEHEIGHTREMARKSAro-a62Aronia arbutifolia `Brilliantissima`Brilliant Red Chokeberrycontainer24"space @ 3`-0" o.c.Bux-x28Buxus x koreana `Winter Gem`Winter Gem Boxwoodcontainer24"space @3`-0" o.c. allow to massCor-c73Cornus sericea `Arctic Fire`Arctic Fire Red Twig Dogwoodcontainer24"space @ 2`-6" o.c.Cor-s26Cornus sericea `Cardinal`Cardinal Red-twig Dogwoodcontainer24"space @ 4`-0" o.c.Die-l78Diervilla lonicera `Kodiac Orange`Kodiac Orange Northern Bush Honeysucklecontainer24"space @ 3`-0" o.c.Hyd-q19Hydrangea quercifoliaOakleaf Hydrangeacontainer24"space @ 4`-0" o.c.Hyd-w15Hydrangea quercifolia `Pee Wee`Pee Wee Oakleaf Hydrangeacontainer24"space @ 3`-0" o.c.Ile-v59Ilex verticillata `Red Sprite`Red Sprite Winterberrycontainer24"space @ 4`-0" o.c., allow to mass; provide 1Jim Dandy per 5 Red SpritesIte-v29Itea virginica `Sprich`Little Henry Viriginia Sweetspirecontainer18" ht. min.space @ 3`-0" o.c.Jun-v14Juniperus virginiana `Grey Owl`Eastern Redcedarcontainer18"space @ 3`-0" o.c. allow to massMyr-p10Myrica pensylvanicaNorthern Bayberrycontainer24"space @ 5`-6" o.c., allow to massPhy-o40Physocarpus opulifolius `Summer Wine`Summer Wine Ninebarkcontainer30"spae @ 4`-0" o.c.Tax-x19Taxus x media `Densiformis`Dense Yewcontainer24"space @ 3`-0" o.c. allow to massVib-x74Viburnum x juddiiJudd Viburnumcontainer30"space @ 5`-0" o.c.GRASSESQTYBOTANICAL NAMECOMMON NAMESIZEHEIGHTREMARKSCal-x45Calamagrostis x acutiflora `Karl Foerster`Karl Foerster Feather Reed Grasspot#2space @ 2`-6" o.c.Pan-v26Panicum virgatum `Heavy Metal`Heavy Metal Switch Grasspot#2space @ 3`-0" o.c.Spo-h37Sporobolus heterolepisPrairie Dropseedpot#1space @ 2`-0" o.c.ANNUALS/PERENNIALSQTYBOTANICAL NAMECOMMON NAMESIZEHEIGHTREMARKSAll-m124Allium x `Millenium`Millenium Ornamental Onionpot#1space @ 15" o.c.Dia-x45Dianthus x `Fire and Ice`Fire and Ice Carnationpot#1space @ 12" o.c.Nep-x56Nepeta x faassenii `Junior Walker`Junior Walker Catmintpot#1space @ 2`-6"PLANT SCHEDULEThese Drawings and Specifications, and all copiesthereof are and shall remain the property andcopyright of the Landscape Architect. They shallbe used only with respect to this Project and arenot to be used on any other Project or Workwithout prior written permission from theLandscape Architect.Sheet No: Revision Date Description 06-09-2021 Permit resubmittal/city comments 07-30-2021 Permit resubmittal comments 05-16-2022 Owner Changes Certified by:Consultant:Sheet Title: Date: 03/17/2021 Job No: 2018-1162 Drawn by:app Checked by:appConstruction Drawings for the ISLAMIC LIFE CENTER 14120 Shelborne Road, Carmel, Indiana 5825 Lawton Loop E. Dr. | Indianapolis, IN 46216 317-485-6900 | www.context-design.comLandscape DetailsL3 12"Compacted subgrade3"Shredded Hardwood Organic MulchPlace level with adjacent finish grades.Refer to Special Provisions.min.Topsoil, to include a min. of 5% organic matterRemove all stones 1" & larger andother extraneous materials. Refer to Special Provisions.LANDSCAPE BED PREPARATIONNot to ScaleAdjacent sidewalk or curb, typ.3" shredded hardwood bark mulchRefer to Planting Schedule for On-CenterNote: All perennial beds shall be planted12" prepared soil; see specificationsRemove containerusing triangular planting scheme.Compacted subgradeplanting dimension.Existing grade.PERENNIAL PLANTINGNot to ScaleArea to receive lawnArea to receive native seeding - Providethree families of seed based on elevationaround pond.Area to receive native plugs-Place within the 6" below normalpool level 141st StreetShelborne RoadCRThese Drawings and Specifications, and all copiesthereof are and shall remain the property andcopyright of the Landscape Architect. They shallbe used only with respect to this Project and arenot to be used on any other Project or Workwithout prior written permission from theLandscape Architect.Sheet No: Revision Date Description 06-09-2021 Permit resubmittal/city comments 07-30-2021 Permit resubmittal comments 05-16-2022 Owner Changes Certified by:Consultant:Sheet Title: Date: 03/17/2021 Job No: 2018-1162 Drawn by:app Checked by:appConstruction Drawings for the ISLAMIC LIFE CENTER 14120 Shelborne Road, Carmel, Indiana 5825 Lawton Loop E. Dr. | Indianapolis, IN 46216 317-485-6900 | www.context-design.com0Scale 1" = 30'-0"60'30'15'Concept Irrigation PlanL4NorthGENERAL IRRIGATION NOTES:1.The Irrigation Contractor shall provide head layout for all areas to be irrigated. Verify water pressure to ensurezones will receive adequate pressure for all heads and rotors.2.It is the responsibility of the irrigation contractor to be familiar with all grades difference, locations of walls,structures and utilities and make the necessary adjustments to accommodate the irrigation system asdesigned.3.The irrigation contractor shall verify water pressures prior to design and construction. Report differencesbetween requirements and actual readings to the Owner's authorized representative. A booster pump may benecessary if the required pressure is not available. Additional costs shall be submitted to the Owner as achange order. Verify exact point of connection location in the field with the Owner's representative. The flowdemand for individual mainlines shall not exceed the following guidelines.1.25" Class 160=18-28gpm4.The Owner shall provide 120V-AC power source at the controller location. The irrigation contractor shall makethe final connection from the electrical source to the controller.5.A rain sensor shall be installed in the vicinity of the controller. Coordinate mounting location with the Owner.6.Install all backflow prevention devices and all piping between the point of connection and the backflowpreventer as per local codes.7.Final location of the backflow preventer and the automatic controller shall be approved by the Owner'srepresentative per local codes.8.A quick coupling valve shall be located at the irrigation water supply point of connection to provide for a pointof injection of compressed air to purge the system of retained water for winterization.9.Pipe size shall conform to those shown on drawings. No substitutions of smaller pipe sizes shall be permitted,but substitutions for larger sizes may be approved. Minimum pipe shall be 1".10.All pipe and communication wire under hard surfaces shall be placed in separate sleeving. All wire shall run,whenever possible with the mainline.11.All lateral zones shall be connected to the mainline with PVC pipe and sized as follows:1" Class 200=0-30 gpm12.All sprinkler heads shall be set perpendicular and flush to finish grade and with a clearance of 2" (min.) fromthe edge of any hardscape unless otherwise specified.13.Check valves shall be installed on all irrigation heads in areas where finish grade exceeds 4:1, where postvalve shutoff draining of the irrigation head occurs or as directed by the Owner's representative.14.All sprinkler heads and valves shall be flushed and adjusted for optimum coverage with minimum over sprayon hardscapes or buildings.15.Provide pressure compensating screens and/or 1nozzles to reduce or eliminate over spray onto walks,streets, or other areas directed by the Owner's authorized representative.16.All irrigation equipment shall be installed as per manufacturer's recommendations and specifications.17.Refer to the specifications for additional detailed information.Planting Beds to be Irrigated with 12" pop up spraysLawn to be Irrigated with 4" pop up sprays and rotorsPoint of ConnectionBackflow PreventerRain SensorController, Contractor to Install on Exterior Wall or Exterior Cabinet perOwner's Direction.2" Main LineIRRIGATION LEGEND4" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve4" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation Sleeve4" Irrigation Sleeve2" Irrigation Sleeve4" Irrigation Sleeve2" Irrigation Sleeve2" Irrigation SleeveP.O.C.2" Irrigation Main2" Irrigation Main2" Irrigation MainCRP.O.C. These Drawings and Specifications, and all copiesthereof are and shall remain the property andcopyright of the Landscape Architect. They shallbe used only with respect to this Project and arenot to be used on any other Project or Workwithout prior written permission from theLandscape Architect.Sheet No: Revision Date Description 06-09-2021 Permit resubmittal/city comments 07-30-2021 Permit resubmittal comments 05-16-2022 Owner Changes Certified by:Consultant:Sheet Title: Date: 03/17/2021 Job No: 2018-1162 Drawn by:app Checked by:appConstruction Drawings for the ISLAMIC LIFE CENTER 14120 Shelborne Road, Carmel, Indiana 5825 Lawton Loop E. Dr. | Indianapolis, IN 46216 317-485-6900 | www.context-design.comConcept Irrigation DetailsL51 2345678BACKFLOW WITH ENCLOSUREScale: 1" = 1'-0"MINIMUM18"INSTALL 12" ABOVE HIGHESTHEAD PER MANUFACTURER'SINSULATE PER LOCAL CODESMAINLINENOTE:RECOMMENDATIONSGALVANIZED OR PVC ELL6" CONC PAD FINISH GRADEGALVANIZED OR COPPER ELLGALVANIZED OR BRASS UNIONPRESSURE BACKFLOW DEVICEPROTECTIVE COVERWILKINS REDUCEDPGA-PRS-DIAL CONTROL VALVEScale: 1" = 1'-0"RESISTENT PLASTIC VALVETO NEXT VALVECONTROL VALVE AND ON4" PEA GRAVEL BASEMAINLINE WITH PVC TEECONTROLLERCOMMON WIRE FROMCONTROLLER TO ELECTRICVALVE WIRE FROMOR ELLPVC ELLGLOBE/ANGLE CONFIG.INSTALL VALVE BOX 1/2"ABOVE FINISH GRADE INTURF AND 2" IN SHRUBFINISH GRADEPGA SERIES ELECTRICCONTROL VALVE (SIZEPER SPECIFICATIONS)AREASSNAP-TITE WIRECONNECTORS ANDEXPANSION COILS, 10WRAPS AROUND 1/2" PIPEDURABLE WEATHERBOX WITH EXTENSIONS IFNECESSARYQUICK COUPLER VALVEScale: 1" = 1'-0"PVC tee or ell 3/8" rebar in stabilizing lugs Lasco snap-lok swingstabilizer elbow Mainline withjoint with male brassInstall valve box 1/2"above finish grade inturf and 2" in shrub4" pea gravel base Finish gradeareas10" durable weatherresistent plastic valvebox with extensions ifQuick coupler valvenecessary1" PVC class 200 sdr21pipe 24" in lengthRAIN SENSOR RSD-BExScale: 1" = 1'-0"RAIN BIRD RSD-BEx WITH RAINFALLLEAD WIRESALUMINUM MOUNTING BRACKETSETTINGS FROM 1/8" TO 3/4"ADJUSTABLE VENTILATION RING24" TO TOP OF PVC PIPING SLEEVE2" PVC SCH. 40 SLEEVE (WIRE)PVC SCH. 40 SLEEVE (MAINLINE)GRADE SIZE PER PLANSLEEVE DETAILScale: 1" = 1'-0"ISOLATION VALVENot to ScalePIPE(LINE SIZE)PIPE(LINE SIZE)NIBCO BRONZEGATE VALVEICD DECODERNot to ScaleI--25 ROTOR HEADNot to Scale