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HomeMy WebLinkAboutOur Lady of Mount Carmel Addition Full Set146TH STREET 146TH STR E E T 146TH STREET OAK RIDGE ROADOAK RIDGE ROAD OAK RIDGE ROAD146TH STR E E T T 35 FEET F R O N T Y A R D S E T B A C K 20 FEET SIDE YARD SETBACK15 FEET REAR YARD SETBACK 35 FEET FRONT YARD SETBACK 20 FEET SIDE YARD SETBACK20' W BMP ACCESS EASEMENTDESCRIPTIONNo. Know what'sbelow. before you dig.Call SOILS MAP SHEET INDEX FLOOD ZONE STATEMENT ALL OF THE PARCEL DESCRIBED HEREIN DOES NOT LIE WITHIN THAT SPECIAL FLOOD ZONE "A", BUT LIES WITHIN FLOOD ZONE "X". AS SAID PARCEL PLOTS ON COMMUNITY PANEL NUMBER 18057C0207G (DATED NOVEMBER 19, 2014) OF THE FLOOD INSURANCE RATE MAPS FOR THE TOWN OF CARMEL, INDIANA, THE ACCURACY OF THIS FLOOD HAZARD STATEMENT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP. S Project Site LOCATION MAP Project Information: Project Title: Our Lady of Mount Carmel Address: 14598 Oak Ridge Rd. City/Town: Carmel County: Hamilton Civil Township: Clay Quarter: NE Section: 23 Township: 18 Range: 3 Latitude: 39° 59' 56"N Longitude: 86° 8' 51"W Project Description: Building addition, utilities, site work & grading. BENCHMARKS YbVA YcIA PROJECT SOIL SURVEY Brookston silty clay loamUrban land complex, 0 to 2 percent slope Crosby silt loam, fine-loamy subsoil-Urban land complex, 0 to 2 percent slope COVER SHEETC100 UTILITY PLANC501 EXISTING CONDITIONS & DEMOLITION PLANC101 SWPPP PLAN (INITIAL)C401 SWPPP PLAN (CONSTRUCTION)C402 SWPPP PLAN (FINAL)C403 SWPPP PLAN (DETAILS)C404 SITE DETAILSC901 OVERALL GRADING PLANC301 SITE PLANC201 PROJECT DATA Project No: 1903814598 Oak Ridge Rd.Carmel, IN 46032OUR LADY OF MOUNTCARMELCONSTRUCTION PLANS OUR LADY OF MT. CARMEL CATHOLIC CHURCH PARISH LIFE CENTER PROJECT 14598 Oak Ridge Road Carmel, IN 46032 DRAWN BYSOISSUE DATE06/04/2021CHECKED BYKCCONSTRUCTION PLANSFORREVISIONS MARK DATE DESCRIPTION SCALE: 1"= 60' PROJECT MAP CrA Crosby silt loam, fine-loamy subsoil, 0 to 2 percent slope COVER PAGE C100 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCHSITE DETAILSC902 EXISTING CONDITIONS1-5 SITE DETAILSC903 SWPPP INFORMATIONC405 STORM PLAN & PROFILESC701 STORM PLAN & PROFILESC702 MATERIALS AND NOTE PLANL100 PLANTING PLANL300 SITE DETAILSL500 LANDSCAPE DETAILSL510 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 1 10-05-2021 REV 2 - OWNER & TAC COMMENTS LEGAL DESCRIPTION 1 OWNER: The Roman Catholic Diocese of Lafayette-in-Indiana INC 610 Lingle Avenue Lafayette, IN 47901 Phone 317.846.3475 doerrr@olmc1.org ZONING: S-2 ZONING DISTRICT PROPOSED LAND DISTURBANCE: 1.52 AC CIVIL ENGINEER: A&F Engineering 8365 Keystone Crossing, Suite 201 Indianapolis, Indiana 46240 Phone 317.202.0864 kcollins@af-eng.com 1 1 PROJECT BM HAMILTON COUNTY CONTROL DISK SET IN THE WEST HANDRAIL, AT SOUTH END OF BOX CULVERT OVER WILLIAMS CREEK. 400' +/- NORTH OF 136TH ON SPRINGMILL ROAD ELEV. 871.39 (NAVD 88) SITE TBM BM#1 A CUT "X" ON THE SOUTHEAST HEX BOLT LOCATED ON A FIRE HYDRANT LOCATED ON NORTH OF THE CHURCH BUILIDNG ELEV. 883.95 (NAVD 88) BM#2 A CUT "X" ON THE NORTH HEX BOLT LOCATED ON A FIRE HYDRANT LOCATED ON SOUTH SIDE OF 146TH STREET AND THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ELEV. 884.54 (NAVD 88) GRADING PLAN (100-YEAR INUNDATION WITH DESIGN SYSTEM BLOCKED)C302 1 04/20/22 E EEEEEE EEE EE EEE E E E E GGGGGGGGGGG G GGG GGGCC C CCCCE EE EEEEEEEE E EEWWW W WWW E E E E E E E E E E EE E E EEEG G G G G G G G G G G G G G G G G G W W W W OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C E E E E OHU OHU OHU OHU OHU OHU OHU OH U OH U OHU E E E E E E C C C C C C C C C C C C C C C C C C C C C C C C C WWW W W W W W W WEEEE EE E W W WW W WW W W WW W W W W W W W E E E E E E E E E E W W W W W W W E E WWW E E E W WW W W W W EEEEE E EEEEW W W W W W W W W W W W W W W W W W W W W W W WE E EEE EE E E EE EEEEE E EEEEEE E EEW WWW WW W W W W WWW WFDCWWW WWWW WWW W W W W W W W W W W WSSSS SS SS SS SS SS SS SS SS SS SS SS ST ST STST 1 1 1 1 1 1 1 2 2 2 5 5 5 5 6 6 6 6 7 7 7 1 7 7 7 7 7 4 8 11 11 9 10 3 3 9 1 2 2 2 2 2 12 11 4 15 4 13 7 1 4 7 7 4 4 4 4 3 4 14 3 2 15 16 17 4 1 1. EROSION CONTROL SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE, INCLUDING PAVEMENT REMOVAL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES TO BE REMOVED, RELOCATED OR ABANDONED PRIOR TO COMMENCING DEMOLITION ACTIVITIES. 3. THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL, RELOCATION OR ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF EACH RESPECTIVE UTILITY. COSTS FOR DISCONNECTION, REMOVAL, AND/OR RELOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR EXECUTION OF THE WORK SHALL BE PAID BY THE CONTRACTOR. 4. NO OPEN BURNING SHALL BE PERMITTED ON THE SITE. 5. THE OWNER HAS FIRST SALVAGE RIGHTS ON ALL ITEMS REMOVED. IF OWNER FORFEITS RIGHTS, ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF-SITE UNLESS OTHERWISE SHOWN. 6. UNLESS SCHEDULED FOR DEMOLITION ON THE DRAWINGS, ALL TREES AND VEGETATION SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT. PROTECTIVE MEASURES SHALL INCLUDE INSTALLATION AND MAINTENANCE OF TREE PROTECTION FENCING TO BE LOCATED WHERE SHOWN AND AT THE DRIPLINE OF ALL TREES LOCATED WITHIN CLOSE PROXIMITY OF AREAS WHERE HEAVY EQUIPMENT WILL OPERATE. 7. A CLEAN, STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL CONCRETE AND ASPHALT SURFACES SCHEDULED FOR DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN IN-PLACE. 8. TERMINAL ENDS OF UNDERGROUND UTILITIES ABANDONED IN-PLACE SHALL BE CUT, CAPPED AND PLUGGED. THE ENDS OF DISCONNECTED UNDERGROUND UTILITIES SHALL BE MARKED FOR FUTURE IDENTIFICATION WITH DETECTABLE LOCATOR TAPE OR A METAL ROD. 9. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION ELSEWHERE ON THE PROJECT SITE. 10. ALL FOUNDATIONS, SLABS, STRUCTURAL STEEL, MASONRY, SIDEWALKS, RETAINING WALLS, CURBS, APPARATUSES, ETC., WITHIN DESIGNATED FOR REMOVAL SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN PROPOSED FOOTPRINT SHALL BE COORDINATED WITH THE BUILDING DRAWINGS. 11. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE ACCESS FOR PEDESTRIANS AND VEHICLE TRAFFIC. THE CONTRACTOR WILL MAINTAIN ALL UTILITY SERVICES TO ALL BUILDING SECTIONS. IF UTILITY SERVICES MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE THAT SHUTDOWN TO MINIMIZE IMPACT TO THE BUILDING AND SCHOOL FACILITIES. COORDINATE SHUTDOWN AT LEAST ONE WEEK IN ADVANCE WITH BUSINESS, OWNER'S REPRESENTATIVE AND FACILITY MANAGER. 12. ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL, OR UNLESS THEY INTERFERE WITH PROJECT CONSTRUCTION. CONTACT ENGINEER BEFORE REMOVING. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN. 13. EXISTING MANHOLES, CATCH BASINS, CLEANOUTS, VALVE BOXES, FRAMES COVERS AND GRATES REMAINING IN USE SHALL BE PROTECTED AND ADJUSTED TO FINAL GRADES. 14. REMOVE EXISTING UTILITIES ONLY AFTER CRITICAL NEW SYSTEMS ARE IN PLACE AND OPERATIONAL (I.E. STORM DRAINAGE, SERVICES TO EXISTING STRUCTURES). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER REMOVAL, INCLUDING SAFE SEQUENCING OF UTILITY REMOVAL. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES. 15. FOR ALL UTILITY LINES AND STRUCTURES DESIGNATED TO BE REMOVED, PLACE AND COMPACT STRUCTURAL BACKFILL WITHIN TRENCH/EXCAVATION. 16. SAWCUT INTEGRAL CURB & WALK AT NEAREST CONSTRUCTION JOINT WHEN ADJACENT INTEGRAL CURB & WALK IS TO REMAIN. 17. CONTRACTOR SHALL CUT CONCRETE AT NEAREST CONSTRUCTION JOINT. 18. 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. REMOVE EXISTING SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT REMOVE CONCRETE/BRICK PAVERS REMOVE TREE REMOVE SIGN (SALVAGE) REMOVE CAR BUMPER REMOVE CURB REMOVE FOUNTAIN - TO BE RELOCATED REMOVE FENCE REMOVE CANOPY REMOVE WALL TOMB OF UNNAMED CHILD TO BE RELOCATED BY OWNER REMOVE BOLLARDS REMOVE GREEN LID & IRRIGATION PIT REMOVE MECHANICAL EQUIPMENT & CONCRETE PAD - COORDINATE W/ OWNER REMOVE RAMP PRESERVE & PROTECT EXISTING STORM SEWER INLET & EXISTING PIPE THAT RUN INTO THE BUILDING TO AN EXISTING SUMP PUMP 2 3 DEMOLITION PLAN NOTES SCALE: 1" = 20' DEMOLITION PLAN LEGEND 4 5 6 7 8 9 10 11 EXISTING CONDITIONS & DEMO PLAN C101 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH12 13 14 15 1 1 1 1 16 1 1 17 1 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 1 04/20/22 1 ASPHALT PAVEMENT (SEE DETAIL SHEET C902) 4" CONCRETE SIDEWALK (SEE DETAIL SHEET C902) 6" CONCRETE CURB (SEE DETAIL SHEET C902) ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE (SEE DETAIL SHEET C902) 8' X 8' PROPOSED CONCRETE TRANSFORMER PAD (PER DUKE REQUIREMENTS - SEE DETAIL SHEET C902) WALL AROUND MECHANICAL YARD (SEE ARCHITECTURAL PLANS) PROPOSED FRENCH DRAIN FOR SACRARIUM (SEE DETAIL SHEET C901) WHITE PAVEMENT MARKING - INSTALL TO MATCH EXISTING CONDITION UNLESS OTHERWISE SHOWN ADA PAVEMENT MARKING (SEE DETAIL SHEET C902) EXISTING BUILDING PROPOSED BUILDING ADDITION GRASS AREA RELOCATE ANGEL FOUNTAIN (SEE L-SERIES PLANS) INTEGRAL CURB AND WALK (SEE DETAIL SHEET C902) BENCHES BICYCLE PARKING AREA (SEE L-SERIES PLANS) 2 3 4 5 6 7 8 9 10 11 SITE PLAN KEY NOTE LEGEND 12 13 14 15 16FDCSTSTSTSTDS DS DS DS DS DS DS DS T ST STDS DS20' W BMP ACCESS EASEMENTDSDS18.0'18.0 ' (TYP) 9.0' 5.0' ( TYP) 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 14 4 5 67 8 9 8 10 10 10 11 13 TYP TYP 3 14 14 4 12 12 12 12 12 12 12 12 14 15 14 8.0' 6.0' 58.1'4 4 4 4 4 9 9.0' 9.0' 5 .0' 9.0' 9.0' 8.0' 27.00'16.00'16 6.0'R5.3' R6.0'R11.0'R12.0'12 12 1. ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB, EDGE OF PAVEMENT OR THE FACE OF BUILDING UNLESS OTHERWISE SHOWN. 2. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 3. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS. 4. TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 x THE WIDTH OF THE WALK. 5. EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL, COLUMN, ETC. 6. CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 x THE WIDTH OF THE WALK. 1. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER. 2. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED BY THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK. 3. LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF IMPROVEMENTS VISIBLE ON THE GROUND SURFACE. EXACT LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE ENGINEER IN ADVANCE OF CONSTRUCTION. 4. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL PAY THE COST OF PROTECTION, RELOCATION, REMOVAL, CONNECTION, AND/OR RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK. 5. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. 6. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. 7. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 8. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT OR FACE OF BUILDING 9. 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, 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. GENERAL SITE NOTES SITE DEVELOPMENT PLAN NOTES SCALE: 1" = 20' SITE PLAN C201 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH1 TAC COMMENTS 9/17/2021 2 2 2 2 2 REV 2 - OWNER & TAC COMMENTS 10/05/2021 04/20/22 EEEEEEEEEEEEEEE E GGGGGGGGGGGGGGGGGC C C CCCCE EEEEEEEEEEEEEWWWWWWW E E E E E E E E E E E E E EEEEEE G G G G G G G G G G G G G G G G G G G G G G G G G W W W W OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C E E E OHU OHU OHU OHU OHU OHU OH U OH U OH U E E E E E E C C C C C C C C C C C C C C C C C C C C C C C C C C WW W W W W W W W WEEEEEE E WWWWWWWWWWW W W W W E E E E E E E E E E W W W W W W E WW W E E E W WW W W W W EEEEE E EEEEW W W W W W W W W W W W W W W W W W W W W W W EEEEEEE E EEEEEEEEEEEEEEEEEEEE E EEWWWWWW W WWWWW WFDCWWWWWWWWWW W W W W W W W W W WWSSSS SS SS SS SS SS SS SS SS SS SS SS ST ST STST d~56" TOP 24" PIPELINE (ABANDONED)= 880.13 EX SANCTUARY LEVEL FFE= 893.50 PROP G R O U N D L E V E L FFE= 8 8 5. 1 4 S C CCEEEEEEEEEPROP UPPER FFE= 885.14 PROP EL= 884.14 PROP GROU ND LE V E L FFE= 8 8 5. 1 4 PROP G R O U N D L E V E L FFE= 8 8 5. 1 4 INV IN=878.74 INV OUT=878.64 INV IN=877.67 DSDSDSDSDSDSDSST ST ST STSTSTST STSTSTSTST ST DS E EPT CCCCC C C C C C C C C CCCCCCCCC C C C C C C C C C C C C INV= 876.8 3" SANI TARY SEWER FORCE MAI N LATE R A L ST DS DS ST20' W BMP ACCESS EASEMENTEX 750 RIM=883.36 712 RIM=883.60 703 RIM=883.20 704 RIM=884.20 705 RIM=884.30 706 RIM=884.35 707 RIM=884.20 709 RIM=884.70 727 RIM=883.85 726 RIM=883.00 725 RIM=883.30 710 RIM=883.30 721 RIM=882.12 722 RIM=882.46 723 RIM=882.60 724 RIM=882.44 701 RIM=881.88 STSTSTST702 RIM=883.50 ST ST ST 728 RIM=884.50 PROP BSMT FFE= 870.47 EX LOWER LEVEL FFE= 881.00DS DS711 RIM=884.46 6''SSD6''SSD 6''SSD 6''SS D 6''SS D 6''S S D 6''SS D 6' 'SSD6''SSD6' 'SSDMFPG: 8 8 4. 6 4 MLAG: 884.4 7 MFPG: 8 8 4. 6 4 MLAG: 8 8 4. 4 7 MFPG: 884.64 MLAG: 884.47 MFPG: 884.64 MLAG: 884.47 88 4 883 8 84 883 8 84 883 882 883 884 884 884884883 88 5 88 5 125 LF SWALE @ 0.50% 8 8 4 8848848848 8 4 884 88488588388 3 884 885 GROUND SPOT GRADE :13 800 801 F.F.E. L.Pt. H.Pt.%1.00 FR INV.=800.50 T.C. B.C. 771.20 770.70 772.4 772.40 M.E. 772.4 FL MATCH EXISTING PAVEMENT SPOT GRADE TOP OF CURB AND BOTTOM OF CURB H:V RATIO GRADE PIPE INVERT ELEVATION FLOOD ROUTE FLOW LINE SPOT GRADE POND CONTOUR SWALE POND BOTTOM POND NORMAL POOL LOW POINT INTERMEDIATE CONTOUR INDEX CONTOUR GRADE BREAK FINISHED FLOOR ELEVATION HIGH POINT EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR FLOW DIRECTION w/GRADE GRADING PLAN LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION 1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER. 2. TOPSOIL SHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED PER THE SPECIFICATIONS. 3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS AVAILABLE. 4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE ENGINEER. 7. THE MINIMUM FLOOD PROTECTION GRADE IS 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. 8. THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. GRADING NOTES SCALE: 1" = 20' GRADING LIMITS GRADING PLAN C301 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig. Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH1 TAC COMMENTS 9/17/2021 2 REV 2 - OWNER & TAC COMMENTS 10/05/2021 3 REV 3 - CARMEL STORM COMMENTS 10/20/2021 4 TAC COMMENTS 11/19/2021 5 ASI 4 12/07/2021 6 ASI 5 02/14/2022 6 04/20/22 EEEEEEEEEEEEEEGGGGGGGGGGGGGGGC C C CCCCE EEEEEEEEEEEWWWWWWW E E E E E E E E E E E E E EEEEEEE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG W W W W OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C E E E E E OHU OHU OHU OHU OHU OHU OH U OH U OH U E E E E E E C C C C C C C C C C C C C C C C C C C C C C C C C C WW W W W W W W W WEEEEEE E WWWWWWWWWWW E E E E E E E E E E W W W W W W E WW W E E E W WW W W W W EEEEE E EEEEW W W W W W W W W W W W W W W W W W W W W W W EEEEEEE E EEEEEEEEEEEEEEEEEEEE E EEWWWW W W W WWWW WFDCWWWWWWWWWW W W W W W W W W W WWSSSS SS SS SS SS SS SS SS SS SS SS SS ST ST STST d~56" TOP 24" PIPELINE (ABANDONED)= 880.13 EX SANCTUARY LEVEL FFE= 893.50 PROP G R OUND LEVE L FFE= 8 8 5. 1 4 S C CCEEEEEEEEEPROP UPPER FFE= 885.14 PROP EL= 884.14 PROP GROU ND LE V E L FFE= 8 8 5. 1 4 PROP G R O U N D L E V E L FFE= 8 8 5. 1 4 INV IN=878.74 INV OUT=878.64 INV IN=877.67 DSDSDSDSDSDSDSS T ST ST STSTSTSTSTSTSTSTSTSTDS E EPT CCCCC C C C C C C C C CCCCCCCCC C C C C C C C C C C C C INV= 876.8 3" SANI TARY SEWE R FOR C E MAI N LATER A L ST DS DS ST20' W BMP ACCESS EASEMENT EX 750 RIM=883.36 712 RIM=883.60 703 RIM=883.20 704 RIM=884.20 705 RIM=884.30 706 RIM=884.35 707 RIM=884.20 709 RIM=884.70 727 RIM=883.85 726 RIM=883.00 725 RIM=883.30 710 RIM=883.30 721 RIM=882.12 722 RIM=882.46 723 RIM=882.60 724 RIM=882.44 701 RIM=881.88 STSTSTST702 RIM=883.50 ST ST ST 728 RIM=884.50 PROP BSMT FFE= 870.47 EX LOWER LEVEL FFE= 881.00DS DS711 RIM=884.46 6''SSD6''SSD 6''SSD 6''SS D 6''SS D 6''SS D 6''SS D 6''SSD6 ' 'SSD6''SSDMFPG: 8 8 4. 6 4 MLAG: 884.4 7 MFPG: 8 8 4. 6 4 MLAG: 8 8 4. 4 7 MFPG: 884.64 MLAG: 884.47 MFPG: 884.64 MLAG: 884.47 88 4 883 884 883 8 84 883 882 883 884 884 884884883 885 8 8 5 883.6 883.6 883.6 882.35 883.65 884.2 AS-BUILT TOP OF CURB 882.30 884.85 884.9 883.5 883.64 125 LF SWAL E @ 0.50% 8 8 4 8848848848 8 4 884 884885883883 884 885 GROUND SPOT GRADE :13 800 801 F.F.E. L.Pt. H.Pt.%1.00 FR INV.=800.50 T.C. B.C. 771.20 770.70 772.4 772.40 M.E. 772.4 FL MATCH EXISTING PAVEMENT SPOT GRADE TOP OF CURB AND BOTTOM OF CURB H:V RATIO GRADE PIPE INVERT ELEVATION FLOOD ROUTE FLOW LINE SPOT GRADE POND CONTOUR SWALE POND BOTTOM POND NORMAL POOL LOW POINT INTERMEDIATE CONTOUR INDEX CONTOUR GRADE BREAK FINISHED FLOOR ELEVATION HIGH POINT EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR FLOW DIRECTION w/GRADE GRADING PLAN LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION 1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER. 2. TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED PER THE SPECIFICATIONS. 3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS AVAILABLE. 4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE ENGINEER. GRADING NOTES SCALE: 1" = 20' GRADING LIMITS GRADING PLAN (100-YEAR INUNDATION WITH DESIGN SYSTEM BLOCKED) C302 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig. Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 2 TAC COMMENTS 11/19/2021 3 ASI 4 12/07/2021 4 TAC REVISIONS 01/05/2022 OVERFLOW PATH DIRECTIONAL FLOW ARROW PONDING LIMITS xxx.xx OVERFLOW APPROXIMATE WATER SURFACE ELEVATION 5 TAC REVISIONS 01/18/2022 6 TAC REVISIONS 01/24/2022 7 ASI 5 02/14/2022 7 04/20/22 E EEEEEE EEEEEEEGGGGGGG GGGG G GG GC C C CC CCE EE E EEEEEEE EWWW W WWW E E E E E E E E E EE E E E EEE EEE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG W W W W OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C E E E E E OHU OHU OHU OHU OHU OHU OH U OH U OH U E E E E E E C C C C C C C C C C C C C C C C C C C C C C C C C C WW W W W W W W W WEEEE EE E W W W WW WW W W WW E E E E E E E E E E W W W W W W E WW W E E E W WW W W W W EEEEE E EEEEW W W W W W W W W W W W W W W W W W W W W W WE E EEE EE E E EE EEEEEEEEEEE EE EEEE E EEWW WW W W W WW WW WFDCW WW W W W WWWW W W W W W W W W W W WIP IP IP IP IP IP IP IP STABILIZED STAGING AREA T T IP IP IP SFSFSFSFSFSFSFSFSFSFSF SF TPTP TP TPTP TPTPTPTP TPTP TPTP TP TP TPTPTP TP TPTPTPTP TP TP TPIP TPTPTP TPTP TP TP TPTP TP TPTPTP TP TP TP TPTP TPTP TP TPTPTP TP SFSFSF SF SF SF SFSF SF SF SF SF SFSF SF SF SFSF SFSF SF SF SF SF SF SF SF SFSFSF TPTP T P IP 1. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN. 2. UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION. 3. SEE SHEET C403 FOR DETAILS AND SPECIFICATIONS REFERENCED ON THIS SHEET. 4. PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES. 5. IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER. 6. THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING ROADWAYS. 7. SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN ACTUAL SIZE. 8. DISTURBED AREAS AND STOCKPILES THAT ARE TO REMAIN IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 9. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR. 10. PORTABLE TOILETS SHALL BE ANCHORED TO THE GROUND TO PREVENT TIPPING AND SPILLS. 1. EARTH MOVING ACTIVITIES MAY NOT BEGIN UNTIL AFTER ITEMS 2-4 HAVE BEEN COMPLETED. 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ON-SITE SWPPP. COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEW AFTER EACH 12" RAINFALL AND A MINIMUM OF ONE TIME A WEEK. 3. POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS. INCLUDE A COPY OF THE FISHERS STORM DRAINAGE APPROVAL AND THE CONTACT INFORMATION FOR THE PERSON RESPONSIBLE FOR IMPLEMENTING THE SWPPP. 4. INSTALL SILT FENCE,CONSTRUCTION ENTRANCE, INLET PROTECTION AND CONCRETE WASHOUT AS SHOWN ON THE PLANS. 5. INSTALL PORT-A-LET, AND COVERED CONSTRUCTION DUMPSTER. 6. PERFORM REQUIRED SITE DEMOLITION AND CLEARING. 7. STRIP TOPSOIL AND STORE OFFSITE. 8. PERFORM MASS GRADING FOLLOWED BY UTILITY INSTALLATION. MAINTAIN STORM INLET PROTECTION UNTIL SITE IS STABILIZED AND EROSION WILL NOT LIKELY OCCUR. 9. MAINTAIN ALL INLET PROTECTION, AND SILT FENCING ON THE SITE PROJECT BY CLEANING OUT EVERY WEEK AND AFTER EVERY RAIN EVENT OF 1/2" OR GREATER DEPTH. 10. IF WORK ON SITE WILL STOP FOR 2 WEEKS OR MORE AFTER COMPLETION OF MASS GRADING, INSTALL TEMPORARY SEED AS INDICATED ON THIS SHEET AND SHEET C403. 11. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR. THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIAL IN THE STREET ADJACENT ROADS MUST BE SWEPT DAILY SF TP SCALE: 1" = 20' EROSION CONTROL NOTES EROSION CONTROL LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION TEMPORARY CONSTRUCTION ENTRANCE 6 INCHES OF 2"-3" COARSE AGGREGATE (20'W x 50'L) Minimum SILT FENCE (SEDIMENT FENCE) TREE PROTECTION FENCE GRADING LIMITS TEMPORARY INLET PROTECTION CONCRETE WASHOUT PRE-CONSTRUCTION SEQUENCING NOTES PORTABLE TOILETS STABILIZED STAGING AREA (STABILIZE WTH #53 AGGRETATE OVER WOVEN GEOTEXTILE OR STABLE VEGETATION AS REQUIRED TO PREVENT SEDIMENT FROM LEAVINGCONSTRUCTION SITE.) T SWPPP PLAN (INITIAL) C401 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 CONTRACTOR SHALL ONLY USE 146TH STREET FOR INGRESS & EGRESS. OAK RIDGE ROAD SHALL NOT BE USED WITHOUT A RIGHT-OF-WAY PERMIT OBTAINED FROM THE CITY OF CARMEL. 2 TAC COMMENTS 11/19/2021 2 SILTWORM OR APPROVED EQUAL (SEE DETAILS FOR SPECS) 2 2 2 2 2 2 04/20/22 FDCST ST STST DSDSDSDSDSDSDSS T ST ST STSTSTSTSTSTSTSTSTSTDS ST DS DS ST20' W BMP ACCESS EASEMENTSTSTSTSTST ST ST DSDSSTABILIZED STAGING AREA T T SFSFSF SF SF SF SFSF SF SF SF SF IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP TPTP TP TPTP TPTPTPTP TPTP TPTP TP TP TP TPTPTP TPTP TP TP TPTP TP TPTPTP TP TP TP TPTP TPTPTP TPTPTPTP SFS F SF SF SFSF SFSF SF SF SFSFSFSFSFSFSF SF SF SFSF SF SF SF SF SF SF SFSFSF884884 883 883 884 88 4 884 885 88 2 883 8848 8 5 88 5 884 885 8848848 8 4 884884 IP SF TP LIN CON 1. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN. 2. UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION. 3. SEE SHEET C403-C404 FOR DETAILS REFERENCED ON THIS SHEET. 4. PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES. 5. IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER. 6. THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING ROADWAYS. 7. TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A PERIMETER CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY SEEDED. 8. SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN ACTUAL SIZE. 9. DISTURBED AREAS AND STOCKPILES THAT ARE TO REMAIN IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. . 1. REPAIR OR REPLACE ALL EXISTING SILT FENCE, CHECK DAMS OR INLET PROTECTION DAMAGED DURING EARTHWORK OR CONSTRUCTION ACTIVITIES. 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ON-SITE SWPPP INSPECTIONS UNTIL ALL DISTURBED AREAS ON SITE SITE HAVE REACHED 70 PERCENT VEGETATIVE COVER DENSITY. 3. IF WORK OR CONSTRUCTION HAS STOPPED FOR 2 WEEKS OR MORE BEFORE PERMANENT SEED IS APPLIED, INSTALL TEMPORARY SEED AND MULCH AS DESCRIBED ON SHEET C403. COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEW AFTER EACH 12" RAINFALL AND A MINIMUM OF ONE TIME A WEEK. 4. FOR ALL PHASES, COMPLETE MASS GRADING AND EXCAVATION. INSTALL ALL UTILITIES AS INDICATED. HAUL ALL EXCESS EXCAVATION SPOILS OFFSITE. 5. THIS SITE DRAINS TO TWO (2) SEPARATE UNDERGROUND DETENTION SYSTEMS. BOTH THE UNDERGROUND DETENTION SYSTEMS AND THE DOWNSTREAM AQUASWIRL STRUCTURES SHALL BE INSPECTED MONTHLY THROUGHOUT THE PROJECT CONSTRUCTION. ALL VISIBLE SEDIMENT, IF PRESENT, SHALL BE REMOVED BY VACUUM TRUCK AFTER EACH INSPECTION. 8. COMPLETE FILL, BACKFILL, AND ROUGH GRADING REQUIRED TO RETURN ALL AREAS WITHIN CONSTRUCTION ZONE TO SUBGRADE GRADE ELEVATION INDICATED ON PLANS. ALL FILL MATERIAL UNDER PAVEMENT OR BUILDINGS SHALL BE APPROVED BY ON-SITE GEOTECHNICAL ENGINEER. 9. PREPARE ALL PAVEMENT SUBGRADES PER PLANS AND SPECIFICATIONS. 10. MAINTAIN ALL INLET PROTECTION, CHECK DAMS AND SILT FENCING IN THE SITE PROJECT BY CLEANING OUT EVERY WEEK AND AFTER EVERY RAIN EVENT OF 1/2" OR GREATER DEPTH. 11. PERFORM FINAL GRADING AND SEEDBED PREPARATION. 12. PLACE PERMANENT SEEDING AND MULCH OR EROSION CONTROL BLANKET WITHIN 30 HOURS OF SEEDBED PREPARATION. INSTALL EROSION CONTROL BLANKETS INDICATED ON PLANS. 13. FINAL STABILIZATION IS CONSIDERED COMPLETE WHEN ALL LAND DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND A UNIFORM VEGETATED SURFACE WITH 70% DENSITY IS ACHIEVED ON ALL DISTURBED/DENUDED AREAS AND AREAS NOT HAVING A PERMANENT STRUCTURE. THE CONTRACTOR SHALL OVER-SEED AS REQUIRED TO OBTAIN 70 PERCENT VEGETATIVE DENSITY IF REQUIRED. 14. AFTER SITE HAS REACHED 70% VEGETATIVE COVER, CONTRACTOR SHALL REMOVE REMAINING TEMPORARY BMP STRUCTURES AND REPAIR AND RE-SEED ANY DISTURBED AREAS AS REQUIRED. 15. ONCE THE CONSTRUCTION ACTIVITY IS COMPLETED (BY RULE LANGUAGE, WHEN FINAL STABILIZATION HAS OCCURRED), A COMPLETED RULE 5 NOTICE OF TERMINATION (NOT) MUST BE SUBMITTED TO IDEM. SCALE: 1" =20' EROSION CONTROL NOTES EROSION CONTROL LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION TEMPORARY CONSTRUCTION ENTRANCE 6 INCHES OF 2"-3" COARSE AGGREGATE (20'W x 50'L) Minimum SILT FENCE (SEDIMENT FENCE) TREE PROTECTION FENCE TEMPORARY INLET PROTECTION CONCRETE WASHOUT CONSTRUCTION & POST CONSTRUCTION SEQUENCING NOTES SWPPP PLAN (CONST.) C402 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig. Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCHCONSTRUCTION LIMITS IP PORTABLE TOILETST 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 TEMPORARY SEEDING SILTWORM OR APPROVED EQUAL (SEE DETAILS FOR SPECS) 2 TAC COMMENTS 11/19/2021 THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIAL IN THE STREET ADJACENT ROADS MUST BE SWEPT DAILY CONTRACTOR SHALL ONLY USE 146TH STREET FOR INGRESS & EGRESS. OAK RIDGE ROAD SHALL NOT BE USED WITHOUT A RIGHT-OF-WAY PERMIT OBTAINED FROM THE CITY OF CARMEL. 3 ASI 5 02/14/2022 3 04/20/22 ST ST STST20' W BMP ACCESS EASEMENT EX 750 RIM=883.36 712 RIM=883.60 703 RIM=883.20 704 RIM=884.20 705 RIM=884.30 706 RIM=884.15 707 RIM=884.30 708 RIM=884.20 709 RIM=884.70 727 RIM=883.00726 RIM=883.90 725 RIM=883.30 710 RIM=883.30 721 RIM=882.12 722 RIM=882.46 723 RIM=882.60 724 RIM=882.44 701 RIM=881.88 STSTSTST702 RIM=883.50 711 RIM=884.46 713 RIM=883.80 728 RIM=884.50 884 8 83 885 8 83 883 882 883 88 4 884883 884 884885 885 885 885 884 884 884 8848 83 88 4 88 4 THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIAL IN THE STREET ADJACENT ROADS MUST BE SWEPT DAILY LIN CON 1. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN. 2. UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION. 3. SEE SHEET C403-C404 FOR DETAILS REFERENCED ON THIS SHEET. 4. PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES. 5. IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER. 6. THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING ROADWAYS. 7. TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A PERIMETER CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY SEEDED. 8. SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN ACTUAL SIZE. 9. DISTURBED AREAS AND STOCKPILES THAT ARE TO REMAIN IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. . 1. REPAIR OR REPLACE ALL EXISTING SILT FENCE, CHECK DAMS OR INLET PROTECTION DAMAGED DURING EARTHWORK OR CONSTRUCTION ACTIVITIES. 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ON-SITE SWPPP INSPECTIONS UNTIL ALL DISTURBED AREAS ON SITE SITE HAVE REACHED 70 PERCENT VEGETATIVE COVER DENSITY. 3. IF WORK OR CONSTRUCTION HAS STOPPED FOR 2 WEEKS OR MORE BEFORE PERMANENT SEED IS APPLIED, INSTALL TEMPORARY SEED AND MULCH AS DESCRIBED ON SHEET C403. COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEW AFTER EACH 12" RAINFALL AND A MINIMUM OF ONE TIME A WEEK. 4. FOR ALL PHASES, COMPLETE MASS GRADING AND EXCAVATION. INSTALL ALL UTILITIES AS INDICATED. HAUL ALL EXCESS EXCAVATION SPOILS OFFSITE. 5. THIS SITE DRAINS TO TWO (2) SEPARATE UNDERGROUND DETENTION SYSTEMS. BOTH THE UNDERGROUND DETENTION SYSTEMS AND THE DOWNSTREAM AQUASWIRL STRUCTURES SHALL BE INSPECTED MONTHLY THROUGHOUT THE PROJECT CONSTRUCTION. ALL VISIBLE SEDIMENT, IF PRESENT, SHALL BE REMOVED BY VACUUM TRUCK AFTER EACH INSPECTION. 8. COMPLETE FILL, BACKFILL, AND ROUGH GRADING REQUIRED TO RETURN ALL AREAS WITHIN CONSTRUCTION ZONE TO SUBGRADE GRADE ELEVATION INDICATED ON PLANS. ALL FILL MATERIAL UNDER PAVEMENT OR BUILDINGS SHALL BE APPROVED BY ON-SITE GEOTECHNICAL ENGINEER. 9. PREPARE ALL PAVEMENT SUBGRADES PER PLANS AND SPECIFICATIONS. 10. MAINTAIN ALL INLET PROTECTION, CHECK DAMS AND SILT FENCING IN THE SITE PROJECT BY CLEANING OUT EVERY WEEK AND AFTER EVERY RAIN EVENT OF 1/2" OR GREATER DEPTH. 11. PERFORM FINAL GRADING AND SEEDBED PREPARATION. 12. PLACE PERMANENT SEEDING AND MULCH OR EROSION CONTROL BLANKET WITHIN 30 HOURS OF SEEDBED PREPARATION. INSTALL EROSION CONTROL BLANKETS INDICATED ON PLANS. 13. FINAL STABILIZATION IS CONSIDERED COMPLETE WHEN ALL LAND DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND A UNIFORM VEGETATED SURFACE WITH 70% DENSITY IS ACHIEVED ON ALL DISTURBED/DENUDED AREAS AND AREAS NOT HAVING A PERMANENT STRUCTURE. THE CONTRACTOR SHALL OVER-SEED AS REQUIRED TO OBTAIN 70 PERCENT VEGETATIVE DENSITY IF REQUIRED. 14. AFTER SITE HAS REACHED 70% VEGETATIVE COVER, CONTRACTOR SHALL REMOVE REMAINING TEMPORARY BMP STRUCTURES AND REPAIR AND RE-SEED ANY DISTURBED AREAS AS REQUIRED. 15. ONCE THE CONSTRUCTION ACTIVITY IS COMPLETED (BY RULE LANGUAGE, WHEN FINAL STABILIZATION HAS OCCURRED), A COMPLETED RULE 5 NOTICE OF TERMINATION (NOT) MUST BE SUBMITTED TO IDEM. SCALE: 1" = 20' EROSION CONTROL NOTES EROSION CONTROL LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION CONSTRUCTION LIMITS CONSTRUCTION & POST CONSTRUCTION SEQUENCING NOTES SWPPP PLAN (FINAL) C403 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH1 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 1 1 PERMANENT SEEDING 04/20/22 SCALE: NONE SEAL CURB BOX FILTER FABRIC METAL BASKET WITH 1 BASKET CURB INLET PROTECTION MAINTENANCE 1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT. 2. REMOVE BUILT-UP SEDIMENT AND REPLACE GEOTEXTILE FABRIC AFTER EACH STORM EVENT. 3. PERIODICALLY REMOVE SEDIMENT AND TRACKED-ON SOIL FROM THE STREET (NOT BY FLUSHING) TO REDUCE THE SEDIMENT LOAD ON CURB INLET MEASURES. CURB INLET 12'-0" FLOW FLOW FLOW BIO FILTER BAGS BIO FILTER BAGS CURB INLET CONC. CURB CONC . CURB SILT FENCE, SCALE: NONE CURB INLET PROTECTION2 OR BIO LOG MAINTENANCE 1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN), 2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. OR BIO LOG(S) WELDED WIRE INLET PROTECTION MAINTENANCE 1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. 2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. 4 SILT PROTECTION FOR DITCH GRATE (NEENAH R-4342) CASTINGS. #4 GAGE WIRE SCALE: NONE FILTER FABRIC YARD CASTING GRASS INLET 5 FABRIC DROP INLET PROTECTION SCALE: NONE VARIES PLAN ELEVATION3' MAX.1' MIN.2"x2" INTERIOR REINFORCEMENT 2"x2" OR 2"x4" WOOD POSTS OR STEEL FENCE POSTS NON-WOVEN FILTER FABRIC. ATTACHED TO ALL SIDES. NOTES: DIMENSIONS OF BOX WILL VARY ACCORDING TO THE SIZE OF INLET AND DEPTH OF BASE. BURIED FABRIC1.5' MAX.SCALE: NONE CONCRETE WASHOUT3 DANDY BAG DETAILS7 SCALE: NONE DANDY BAG Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit. Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag II so that the grate is below the top straps and above the lower straps. Holding the lifting devices, insert the grate into the inlet. Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event. After each storm event and at regular intervals, look into the Dandy Bag II. If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, lift the unit out of the inlet using the lifting straps and remove the grate. If using optional oil absorbents; replace absorbent when near saturation. Installation and Maintenance Guidelines GRATE MONOFILAMENT DUMPING STRAP REMOVAL OF CONTENTS ALLOWS FOR EASY DANDY BAG LIFT STRAPS AN ORANGE WOVEN STANDARD FABRIC IS II DANDY BAG II II CLOSUREVELCROTO ENCLOSE GRATE FLAP FOLDS OVER IS AN ORANGEWOVEN MONOFILIMENT GRATE STRAPS ALLOW EASYMOVEMENT OF UNIT WITH GRATE DANDY BAGGRATE LIFTING STANDARD FABRIC DANDY BAG DANDY BAG R Installation and Maintenance Guidelines DANDY BAG Installation: The empty Dandy Bag should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below-grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. OTHER THAN IN THE SHADED AREAS USE MULCH IRRIGATION NEEDED DURING THIS PERIOD TO CONTROL EROSION AT TIMES ** INCREASE SEEDING APPLICATION BY 50% * LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED NOV.DEC. NOV.DEC. OCT.SEP. JUL. AUG. OCT.SEP. JUL. AUG. REMARKS WET 2 1 DROUGHTY 2 1 12 SITE SUITABILITY* WELL DRAINED MAY FEB. MAR.APR. MAY FEB. MAR.APR. JAN. OATS JAN. TEMPORARY SEEDING DATES PERMANENT SEEDING DATES WHEET OR RYE ANNUAL RYEGRASS NON-IRRIGATED* ACRE 2 BU. 3 BU. 40 LB. 1 LB. SPRING OATS 1,000 SF 3.5 LBS. 2.3 LBS. .8 LBS/ 1,000 SF .6 .12 .4 .4 SEEDING RATE 15 LBS/ ACRE 15 25 5 35 SPECIES LEVEL AND SLOPING, OPEN AREAS DORMANT SEEDING** TYPE OF SEED WHEET OR RYE ANNUAL RYEGRASS 3. KENTUCKY BLUEGRASS CREEPING RED FESCUE 2. TALL FESCUE RED CLOVER 1. TALL FESCUE IRRIGATED TEMPORARY SEEDING RATE PERMANENT SEEDING MIXTURES JUN. JUN. COVER SEED 1"-1 1/2" DEEP COVER SEED 1" DEEP COVER SEED 1/4" DEEP SUITABLE pH 5.8-7.5 5.5-8.3 5.5-8.3 2 1 1 2 2 1 12 SCALE: NONE .8 .6 .9 .25 4.0 4.0 .9 35 25 10 40 170 40 170 5. TALL FESCUE KENTUCKY BLUEGRASS EMERALD CROWNVETCH** 6. KENTUCKY BLUEGRASS 7. PERENNIAL RYEGRASS CREEPING RED FESCUE 8. TALL FESCUE (TURF TYPE) 6 SEASONAL SOIL PROTECTION CHART 5.5-8.3 5.8-7.5 5.0-7.5 5.5-8.3 SEEDED PREPARATION APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SF (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2-3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. DO NOT USE PHOSPHOROUS CONTAINING FERTILIZERS (12-12-12) UNLES SOIL TEST SHOW A DEFICIENCY IN PHOSPHOROUS. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART), WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. 2125.8-7.5.4154. TALL FESCUE GEOTEXTILE FABRIC or AS REQ U I RED 2-3" COARSE AGGREGATE MAINTENANCE REQUIREMENTS INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY, AFTER STORM EVENTS, AND/OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSH ONLY IF WATER IS CONVEYED TO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. 9 3. 5. 4. 2. 1. 150' ROAD PUBLIC TEMPORARY CONSTRUCTION ENTRANCE SCALE: NONE 6" COMPACTED o r AS RE Q UI R E D 2 0' FLAT INLET FLOW FL OW FLOW SCALE: NONE FLAT INLET PROTECTION10 MAINTENANCE 1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN), 2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. BIO FILTER BAGS, BIO LOG(S), FILTER TUBES, OR INLET FILTER (MAT) FLOW SILT FENCE JOINT LAP DETAIL SECTION TO ATTATCH SILT FENCE COMPACTED SOIL MAINTENANCE 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE BARRIER INSTALLATION DRIVE STAKES IN TRENCH 11 BACKFILL AND COMPACT SOIL. EXCAVATE A 4" X 8" STEP 3: DEEP TRENCH STEP 1: 6' c-c 4" 8" FLOW SILT FENCE STEP 2: SCALE: NONE 18"min. 2" x 2" STAKE FASTEN FABRIC TO STAKES AND BURY BOTTOM 8" INTO 2" X 2" STAKES DUTY FABRIC NON-WOVEN HEAVY SECTION NOTE: THE SLICING METHOD IS AN ACCEPTABLE ALTERNATIVE THE TRENCH STAKE SILT FENCE ORANGE PLASTIC FENCE SHALL COMPLETELY SURROUND THE DRIPLINE OF THE VEGETATION. THE DRIPLINE IS THE FURTHEST OUTREACHING OF THE BRANCHES. LARGE-HEADED NAIL. 4" MINIMUM DEPTH @ 12" MAX SPACING SWPPP PLAN (DETAILS) C404 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH1 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 2 2 TAC COMMENTS 11/19/2021 04/20/22 SWPPP PLAN (INFORMATION) C405 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCHCrA Crosby silt loam, 0 to 3 percent slopes This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil is located on rises on till plains; slopes are 0 to 3 percent. The native vegetation is hardwood forest. The surface layer is silt loam and has moderately low to moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow (<0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.5. Droughtiness and wetness are management concerns for crops production. This soil responds well to tile drainage; it is designated potentially highly erodible (class 2) in the Highly Erodible Land (HEL) classification system. Br Brookston silty clay loam, 0 to 2 percent slopes The Brookston component makes up 100 percent of the map unit. Slopes are 0 to 2 percent. This component is on depressions on till plains. The parent material consists of loess over loamy till. Depth to a root restrictive layer is greater than 90 inches. The natural drainage class is poorly drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is high. Shrink-swell potential is moderate. This soil is not flooded. It is frequently ponded. A seasonal zone of water saturation is at 6 inches during January, February, March, April, May, December. Organic matter content in the surface horizon is about 4 percent. Nonirrigated land capability classification is 2w. This soil meets hydric criteria. SOILS MAP BMP - Stormwater Quality Treatment Unit (XCELERATOR XC-3) Basic Operation The Storm water Quality Treatment Unit ( SQTU ) is a hydrodynamic separator designed to enhance gravitational separation of floating and settling materials from storm water flows. Storm water flows enter the unit tangentially to the grit chamber, which promotes a gentle swirling motion. As polluted water circles within the grit chamber, pollutants migrate toward the center of the unit where velocities are the lowest. The majority of settleable solids are left behind as storm water exits the grit chamber through two apertures on the perimeter of the chamber. Next, buoyant debris and oil and grease are separated from water flowing under the baffle wall due to their relatively low specific gravity. As storm water exits the System through the flow control wall and ultimately through the outlet pipe, it is relatively free of floating and settling pollutants. Over time a conical pile tends to accumulate in the center of the unit containing sediment and associated metals, nutrients, hydrocarbons and other pollutants. Floating debris and oil and grease form a floating layer trapped in front of the baffle wall. Accumulation of these pollutants can easily be assessed through access manholes over each chamber. Maintenance is typically performed through the manhole over the grit chamber. Inspection of SQTU SQTU should be inspected at regular intervals and maintained when necessary to ensure optimum performance. The rate at which the System collects pollutants will depend more heavily on site activities than the size of the unit, e.g., unstable soils or heavy winter sanding will cause the grit chamber to fill more quickly but regular sweeping will slow accumulation. Inspection is the key to effective maintenance and is easily performed. Quarterly inspections of the accumulated sediment. Pollutant deposition and transport may vary from year to year and quarterly inspections will help insure that Systems are cleaned out at the appropriate time. Inspections should be performed more often in the winter months in climates where sanding operations may lead to rapid accumulations, or in equipment wash down areas. It is very useful to keep a record of each inspection. The SQTU system should be cleaned when inspection reveals that the sediment depth has accumulated to the determined elevation or depth. This determination can be made by taking 2 measurements with a stadia rod or similar measuring device. Cleaning of SQTU Structures Maintaining the SQTU is easiest when there is no flow entering the Systems. For this reason, it is a good idea to schedule the clean out during dry weather. Clean out of the SQTU with a vacuum truck is generally the most effective and convenient method of excavating pollutants from the System. If such a truck is not available, a "clamshell" grab may be used, but it is difficult to remove all accumulated pollutants with such devices. Oil or gasoline spills should be cleaned out immediately. Motor oil and other hydrocarbons that accumulate on a more routine basis should be removed when an appreciable layer has been captured. To remove these pollutants, it may be preferable to use adsorbent pads since they are usually cheaper to dispose of than the oil water emulsion that may be created by vacuuming the oily layer. Trash can be netted out if you wish to separate it from the other pollutants. Accumulated sediment is typically evacuated through the manhole over the grit chamber. Simply remove the cover and insert the vacuum hose into the grit chamber. As water is evacuated, the water level outside of the grit chamber will drop to the same level as the crest of the lower aperture of the grit chamber. It will not drop below this level due to the fact that the bottom and sides of the grit chamber are sealed to the tank floor and walls. This "Water Lock" feature prevents water from migrating into the grit chamber, exposing the bottom of the baffle wall. Floating pollutants will decant into the grit chamber as the water level there is drawn down. This allows most floating material to be withdrawn from the same access point above the grit chamber. If maintenance is not performed as recommended, sediment may accumulate outside the grit chamber. If this is the case, it may be necessary to pump out all chambers. It is a good idea to check for accumulation in all chambers during each maintenance event to prevent sediment build up there. Manhole covers should be securely seated following cleaning activities, to ensure that surface runoff does not leak into the unit from above. After a storm event, treated runoff is decanted out of the SQTU at a controlled rate, restoring the water level to a low dry-weather volume. This reveals a conical pile of accumulated sediment in the center of the grit chamber. Besides facilitating inspection and cleaning through the unobstructed access, the low water level significantly reduces maintenance costs by decreasing pump-out volume. Note: As the generator, the landowner is ultimately responsible for the proper disposal of material removed from water quality treatment structures. Quarterly inspections of the SQTU shall include observation of the accumulated sediment. Pollutant deposition and transport may vary from year to year and quarterly inspections will help insure that the systems are cleaned out at the appropriate time. Inspections should be performed more often in the winter months in climates where sanding operations may lead to rapid accumulations, or in equipment wash down areas. CONSTRUCTION SITE SWPPP CONTINUED 8. Continued: L. Monitoring and Maintenance Guidelines Continued. Monitoring and maintenance guidelines for each proposed storm water quality measure: Temporary gravel construction entrance maintenance requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. Maintain 150' driveway length. 3. Top dress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap of basin. 5. Repair any broken road pavement immediately. Silt fence maintenance requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize. Inlet Protection, and Drop Inlet barrier maintenance requirements. 1. Inspect after each storm event and repair if necessary. 2. Remove sediment, without flushing, when it reaches half the height of barrier. 3. Deposit removed sediment where it will not enter storm sewer drains. 4. Replace or repair if torn or damaged in other ways. 5. 5. When contributing drainage area has been stabilized, remove and properly dispose of construction material and sediment, finish grade the disturbed area and stabilize.. Erosion control blanket (surface applied) maintenance requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, reseed the area and relay and staple the blanket. 3. After vegetative establishment check the treated area periodically. Topsoil (Salvage and Utilization): 1. Inspect newly topsoiled areas frequently until vegetation is established 2. Repair eroded or damaged areas and re-vegetate. All erosion and sediment control measures must be properly maintained throughout construction. Temporary and permanent seeding should be watered as needed until established. See Plan Sheet C403. Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash-hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection, Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and placed in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runoff should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity-based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non-stormwater discharge daily while non-stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. VEHICLE AND EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping-off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level-grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoam and other materials send transport and package construction materials SWPPP FOR POST CONSTRUCTION - CITY OF CARMEL 1. Post Construction SWPP: A. Potential Land Use Pollutants: Description of pollutants and their sources associated with the proposed land use include Silt and sediment from expose soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rains, pesticides and pathogens. B. Location, Dimensions, specifications and construction Details of Storm water Quality Measures. The hydronamic filters are located upstream of the detention basin. The detention basin is located at the NE property corner. C. Storm water Quality Implementation 1. Inspect and maintain all erosion control measures as detailed in the Storm Water Pollution Prevention Measures Maintenance Requirement beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activities completed. 2. Remove all individual inlet protection, coir fiber log check dams, silt fences, etc. only after seeding/sodding and sufficient vegetative growth has been established in each area to a point where sediment/pollutants will not enter the detention basin or storm sewer system. 3. Inspection and maintenance of all common area and infrastructure improvements is the responsibility of the owner/developer or his designee until improvements are accepted for maintenance by local agencies. 2. Description of proposed post-construction storm water quality measures: Site and facility design for storm water quality protection on this site employs a multi-level strategy consisting of: · Controlling sources of pollutants. · Filtering Runoff through a hydronamic filter then a wet pond with native banks. · Permanent erosion control seeding/sodding and plantings. CONSTRUCTION SITE SWPPP CONTINUED 13. Material Handling and Spill Prevention Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (PCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of Receiving water or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The plan also establishes the activities required to mitigate such discharges (i.e. countermeasures) should they occur. Definitions: Pollutant: Means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes, but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying or dumping. Receiving Navigable Waters: Means all waters of the United States that are connected with a Receiving stream, lake, or sea. [Note: this definition is usually interpreted to mean any wastewater even normally dry wash or storm sewer) that eventually drains into a Receiving stream. Plan Review Amendments:This plan shall be reviewed and/or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Receiving Water: Cool Creek. 2. Drainage System: In the pre-developed condition, storm runoff flows offsite to the east, south, southwest and north. The runoff is routed via storm sewers to Cool Creek. In post construction conditions, most onsite runoff with be routed to an underground detention basin. The detention basin will drain via storm sewer to Cool Creek. 3. Possible spill sources (during and post-construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater contamination: The facility maintains NO above ground oil & separator or underground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post-construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately initiate the following procedure: a. Notify the designated emergency coordinator for the project. 2. The Emergency Coordinator will then take the following actions: a. Barricade the area allowing no vehicles to enter or leave the spill zone. b. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office 317-233-7745 Toll Free 800-233-7745 Also the National Response Center at 800-424-8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel c. Notify the Carmel Fire Department : Phone 911 d. Notify the Carmel Police Department: Phone 911 e. Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for clean up f. Coordinate and monitor clean up until the situation has been stabilized and all spills have been eliminated. g. Cooperate with the IDEM-OER on procedures and reports involved with the event. Cleanup Parameters: 1. The developer shall be continually kept informed, maintain lists of qualified contractors and available Vac-trucks, tank pumpers and other equipment readily accessible for clean-up operations. In addition, a continually updated list of available absorbent materials and clean up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be kept abreast of current development or new information on the prevention of spills and/or necessary alteration to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. . 9. General Construction Sequencing: A. Pre-Construction Activities: 1. Schedule Pre-Con with City of Carmel Engineering Department before commencing work. 2. Call the Indiana Underground Plant Protection Systems, Inc. ("Holey Moley") at 1-800-382-5544 to check the location of any existing utilities. They should be notified two working days before construction takes place 3. Install silt fencing at the edges of the project site as indicated on plans. Preservation of existing grass strips upstream and downstream of silt fencing greatly reduces sediment transport offsite. 4. Maintain a 10' minimum grass filter strip along the site perimeter adjacent to public streets wherever possible. 5. Install inlet protection measures at all existing inlets as shown on the plans 6. A construction entrance shall be placed per the plan location. B. Construction Phase Activities: 1. Repair any silt fence, check dams or inlet protection damaged during Earthmoving or Construction activities. 2. Complete construction activities. 3. Designate the person responsible for complying with the on-site SWPPP inspections until site has reached 70 percent vegetative cover density. 4. If work or construction has stopped for 2 weeks or more before permanent seed is applied, install temporary seed and mulch as described on Sheet C403. Coordinate responsibility for completing the site review after each 12" rainfall and a minimum of one time a week. 5. Complete building, exterior paving and utilities 6. Perform final grading. 7. Place permanent seeding and plantings per Landscape Plan, and review final stabilization. 8. Maintain all inlet protection, check dams and silt fencing in the site project by cleaning out every week and after every rain event of 1/2" or greater depth. 9. Final stabilization is considered complete when al land disturbing activities have been completed and a uniform perennial vegetated having 70% density is achieved on all unpaved areas and areas not having a permanent structure. The contractor shall over-seed as required to obtain 70 percent vegetative density if required. 10. After site has 70% vegetative cover, contractor shall remove remaining temporary BMP structures and repair and re-seed any disturbed areas as required. 14. Once the construction activity is completed (by rule language, when final stabilization has occurred), a completed Rule 5 Notice of Termination (NOT) must be submitted to IDEM, with a copy being sent to the Carmel Engineering Department. . 10. Soil Stockpile Locations: A. Topsoil stockpile locations: See Sheet C401 and C402. 11. Temporary and Permanent Stabilization Measures: See Plan Sheets C401, C402 and C405. 12. Erosion Control Measure for Individual Building Lots: Not Applicable 14. Contact Information Project Name: OLMC Parish Life Center Address: 14598 Oak Ridge Rd. County: Hamilton Civil Township: Clay Quarter: SE Section: 23 Township: 18-N Range: 3E Latitude: 89° 59' 58"N Longitude: 86° 08' 56"W Project Location: West of Oak Ridge Road, South of West 146th Street Project Site Owner and Contact Information: Company Name (if applicable): Contact Person: Glen Ritchey Title/Position: Director of Finance and Administration Address: 14598 Oak Ridge Rd City: Carmel State: IN Zip: 46032 Phone: 317-663-4011 Project Narrative: 1- story addition on the West side of the existing church with 14,380 SF on the ground and lower levels, and 7,544 SF on the basement level for a total of 21,900 SF. New and renovated spaces include a new parish administrative offices, parish life center, common gathering area & meeting rooms. The project includes eliminating impervious area for a net zero increase. A portion of the gym will be rerouted to the existing BMP & underground detention facility created for the Matthew 25 Center in 2010. SWPPP FOR CONSTRUCTION SITES - CITY OF CARMEL 1 14 Digit Hydrologic Code: 05120201090030 2. Receiving Waters: Cool Creek-Grassy Branch/Little Cool Creek 3. Estimate of Peak Discharge for Post Construction: 10 year Pre-Construction Peak Discharge = 31.98 cfs 10 year Post-Construction Peak Discharge = 31.68 cfs 4. In the pre-developed condition, storm runoff flows offsite to the north. The runoff is routed via storm sewers to Cool Creek. In post construction conditions, the new additions & a portion of the existing church will be treated by a BMP prior to discharging into the existing storm system. 5. Identification of potential discharges to groundwater: Excavation pits can be potential sources of discharge into groundwater. There is a potential for discharges into groundwater from sediment resulting from exposed soils, leaves, mulch, and vehicular sources if a significant rain event occurs while excavations are open. 6. Soils Map: The grading generally slopes away from the center of the site. To accommodate this slope and prevent post construction pollutants from impervious areas from reaching the creek, impervious areas will drain to post construction storm water quality structures and elements. 7. Potential Construction Pollutants: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. 8. Temporary and Permanent Storm Water Quality Measures: A. Stable construction entrance location(s) and specifications: Located along North side of existing drop off drive at middle of site. See Plan Sheet C401-C404. B. Sediment control measures for sheet flow areas: See Plan Sheets C401-C404. C. Sediment control measures for concentrated flow areas: See Plan Sheets C401- C404. D. Storm sewer inlet protection measures, locations and specifications: See Plan Sheets C401-C404. E. Runoff control measures: See Plan Sheets C401-C404. F. Storm water outlet protection specifications: See Plan Sheet C401-C404. G. Grade control structure locations and specifications: None. H. Location, dimensions, specifications and construction details of each storm water quality measure: See Plan Sheets C401-C405. I. Temporary Surface stabilization methods appropriate for each season: See Plan Sheets C401-C403 & C405. J. Permanent surface stabilization specifications: See Plan Sheet C403. K. Monitoring and Maintenance Guidelines. An operation & maintenance manual for the stormwater quality BMP has been provided to the owner and to the city of Carmel. The Manual includes maintenance and sedimentation removal instructions for the owner. CrA PROJECT SOIL LEGEND Crosby silt loam, fine-loamy subsoil, 0 to 2 percent slopes Br Brookston silty clay loam, 0 to 2 percent slopes 1 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 04/20/22 EEEEEEEEEEEEEEE E GGGGGGGGGGGGGGGGGC C C CCCCE EEEEEEEEEEEEEWWWWWWW E E E E E E E E E E E E E EEEEEEE G G G G G G G G G G G G G G G G G G G G G G G G G G GW W W W OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C E E E OHU OHU OHU OHU OHU OHU OH U OH U OH U E E E E E E C C C C C C C C C C C C C C C C C C C C C C C C C C WW W W W W W W W WEEEEEE E WWWWWWWWWWW W W W W E E E E E E E E E E W W W W W W E WW W E E E W WW W W W W EEEEE E EEEEW W W W W W W W W W W W W W W W W W W W W W W EEEEEEE E EEEEEEEEEEEEEEEEEEEE E EEWFDCWWW W W W W W W W W W WWSSSS SS SS SS SS SS SS SS SS SS SS SS ST ST STST d~56" TOP 24" PIPELINE (ABANDONED)= 880.13 EX SANCTUARY LEVEL FFE= 893.50 PROP GR OUND LEVE L FFE= 885.1 4 S C CCEEEEEEEEEPROP UPPER FFE= 885.14 PROP EL= 884.14 PROP GROU N D LEVE L FFE= 8 8 5. 1 4 PROP G R O U N D L E V E L FFE= 8 8 5. 1 4 INV IN=878.74 INV OUT=878.64 INV IN=877.67 DSDSDSDSDSDSDS S T ST ST STSTSTSTSTSTSTSTSTSTDS E EPT STSTCCCCC C C C C C C C C CCCCCCCCC C C C C C C C C C C C C INV= 876.8 3" SANI TARY SEWER FORCE MAI N LATER A L ST DS DS ST20' W BMP ACCESS EASEMENTEX 750 RIM=883.36 712 RIM=883.60 703 RIM=883.20 704 RIM=884.20 705 RIM=884.30 706 RIM=884.35 707 RIM=884.20 709 RIM=884.70 727 RIM=883.85 726 RIM=883.00 725 RIM=883.30 710 RIM=883.30 721 RIM=882.12 722 RIM=882.46 723 RIM=882.60 724 RIM=882.44 701 RIM=881.88 STSTSTST702 RIM=883.50 10' OF 12" RCP @0.48%8' OF 15" RCP @1.00% 11' OF 15" RCP @0.91%71' OF 15" RCP@0.56%80' OF 12" RCP@0.63%41' OF 12 " RC P @0.73%52' OF 12" RCP@0.57%1 0 8 ' O F 1 2 " R C P@0. 7 0%14' OF 12" RCP@0.72%31' OF 12" RCP @0.16% 27' OF 12" RCP @0.15% 40' OF 12 " RC P @ 0 . 76% 6 9 ' O F 1 2 " R C P@1. 0 4% ST ST ST 728 RIM=884.50 16' OF 12" RCP @0.62% PROP BSMT FFE= 870.47 EX LOWER LEVEL FFE= 881.00DS DS 711 RIM=884.46 6''SSD6''SSD 6''SSD 6''SS D 6''SS D 6''S S D 6''SS D 6''SSD6' 'SSD6''SSDW8 D2 W7 W14 W7 D3 W7 W7 H1 W9 W4 W2 W2 T1 D1 G1 W8 W1 W2W3 W2 W5 W6 W10 E2 W7 S1 S1 S1 G2 D8 D4 W5 W1 W11 T1 W1 W12 W13 D7 D2 W8 D8 D8 D6 D6 D7 TYP E1 2" D5 W5 W1 W12 D5 W8 D9 D10 W7 S2 SCALE: 1" = 20' 1. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES. 2. PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. 3. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL SA-9. 4. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 5. THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 6. WHERE WATER FITTINGS ARE REQUIRED, DUCTILE IRON (DI) FITTINGS SHALL BE USED. FITTING JOINTS SHALL BE OF STANDARD MJ TYPE (ANSI/AWWA C111/A21.11) OR PJ TYPE (ANSI/AWWA C111/A21.11). 7. DI FITTINGS SHALL CONFORM TO ANSI/AWWA C110/A21.10, 350 PSI AND SHALL BE CEMENT MORTAR LINED PER ANSI/AWWA C104/A21.4 AND SHALL BE OUTSIDE COATED WITH A BITUMINOUS COATING. 8. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 9. PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS. 10. WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 11. ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 12. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 13. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN. 14. ALL INLET CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 24 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 15. THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALL AS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 16. CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY CONNECTIONS. 17. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC. AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB OUTS. INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 18. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY OTHERS). 19. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY OTHERS). 20. CONTRACTOR WILL BE RESPONSIBLE TO REPAIR, REPLACE, AND/OR RECONNECT ANY EXISTING DRAINAGE TILES NOT SHOWN ON THE PLANS, WHICH CROSS THROUGH EXCAVATED TRENCHES. ANY DRAINAGE TILE ENCOUNTERED IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND A MEASUREMENT TAKEN FROM THE NEAREST MANHOLE OR INLET STRUCTURE TO THE CENTERLINE OF THE TILE. 21. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED 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. 22. 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. W - WATER / FIRE PROTECTION S - SANITARY SEWER PROPOSED 3" PVC DR 14 SANITARY SEWER FORCE MAIN LATERAL @ 0.2% MINIMUM SLOPE WITH NO HIGH POINTS FROM BUILDING TO MANHOLE 6" WATER MAIN (FIRE PROTECTION LINE) JOINT RESTRAINT / THRUST BLOCK AT 45° MJ HORIZONTAL BENDS & FITTINGS TAP EXISTING 6" WATER MAIN - 6" X 6" TAPPING SLEEVE & VALVE POST INDICATOR VALVE ON 6" WATER MAIN 4" WATER MAIN (TO FDC) CROSSES UNDER 6" WATER MAIN W/ 6" MIN CLEARANCE FIRE DEPARTMENT CONNECTION (FDC) PRESERVE & PROTECT EXISTING WATER SERVICE LINE TO SCHOOL BUILDING PERMANENTLY CLOSE WATER VALVE (IF APPLICABLE) & KILL & REMOVE EXISTING WATER SERVICE SERVING CHURCH BUILDING TO NORTHEAST ADDITION BUILDING. COORDINATE WITH OWNER. 6" X 6" X 4" MJ TEE PRESERVE & PROTECT EXISTING FIRE HYDRANT 4" MJ VALVE 4" WATER MAIN (SERVICE TO BUILDING) 4" MJ 45° BEND WITH THRUST BLOCK 1" WATER LINE TO NEW / RELOCATED FOUNTAIN. COORDINATE W/ OWNER. W1 W2 S1 T - TELECOM CONNECT TO EXISTING FIBER OPTIC OR TELECOM LINE & REROUTE (SEE MEP PLANS)T1 G - GAS CONNECT TO EXISTING GAS LINE & REROUTE TO BUILDING MECHANICAL ROOM. GAS RELOCATION WILL BE NEEDED BEFORE BUILDING ADDITION CAN START. COORDINATE WITH CENTERPOINT. GAS METER (COORDINATE WITH CENTERPOINT) G1 E - ELECTRIC INSTALL 4" SCHEDULE 40 PVC CONDUIT TO TRANSFORMER (COORDINATE WITH DUKE) TRANSFORMER 8'-8" X 8'-2" CONCRETE PAD (SEE DETAIL SHEET C902) E1 E2 C.O. C.O. PROPOSED LINETYPES LEGEND EXISTING LINETYPES LEGEND RD RD D.S. SS ST D - DRAINAGE / STORM SEWER 6''SSD 6''SSD D1 D2 PROPOSED 2" SACRARIUM FRENCH DRAIN (SEE DETAIL SHEET) RE-ROUTE EXISTING STORM SEWER PIPE 5' MIN FROM PROPOSED BUILDING REMOVE EXISTING CASTING INLET RAISE EXISTING CASTING TO REPLACE WITH SOLID CASTING R-1772 INSTALL NEW DOWNSPOUT LINE TO CONNECT TO EXISTING 8" PVC PER 2000 PLANS ROOF DRAIN DOWNSPOUT BOOT CONNECT INLET/MANHOLE OVER EXISTING PIPE (SEE STRUCTURE DATA TABLE) D3 D4 D5 STORM SEWER CLEANOUT STORM SEWER PIPE SANITARY CLEANOUT SANITARY PIPE GAS LINE ROOF DRAIN WATER LINE SWALE UNDERGROUND CABLE SUBSCRIBE DRAINS (STRUCTURES) UTILITY NOTES UTILITY KEY NOTE LEGEND DOWNSPOUT STORM LINE SANITARY LINE GAS LIN ROOF DRAIN WATER LINE UNDERGROUND CABLE OVERHEAD UTILITY UTILITY PLAN C501 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig. Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCHD6 D7 W3 W4 W5 W6 W7 W8 W9 H - HVAC CHILLER ON CONCRETE PAD (SEE MEP PLANS)H1 W10 G2 D8 W11 W12 W13 W14 8" STORM SEWER PVC FROM INSIDE BUILDING (SEE P202) EXISTING STORM SEWER INLET & PIPE TO EX SUMP PUMP IN BUILDING TO BE REPLACED (SEE PLUMBING SHEETS) SUBSURFACE DRAIN PER CARMEL DETAIL 10-30 (SEE C902) D9DS D10 1 TAC COMMENTS 9/17/2021 2 REV 2 - OWNER & TAC COMMENTS 10/05/2021 CONNECT TO & ADD LINING TO EXISTING BRICK SANITARY SEWER MANHOLE PER CITY OF CARMEL REQUIREMENTS. IF STRUCTURAL INTEGRITY OF EXISTING MANHOLE IS COMPROMISED REPLACE EXISTING SANITARY SEWER MANHOLE. (SEE C903) S2 3 ASI 4 12/07/2021 4 ASI 5 02/14/2022 D11 D11 D11 D11 4 4 04/20/22 EEEEEEEEGGGGGGC C CCCEEEEE E E E E E C C C C C C C C C C C C C C C C C C C C C C C E E E C C C C C C C C C C C C C C C W W W W W W WEEEWWWWW WWE E E E E W W E E W W W W EEE EEW W W W W W W W W W W W W W EE EEEEWWW W WWWFDCWWWW W W W W W W WSSSS SS SS SS SS SS SS SS STFRENCH DRAIN FOR HOLY WATER S CCEEEEEDSDSDSDSDSDSDSST S TSTST S TSTSTDS E PT CCCC C C C C C CCCCCC C C C C C C C C DS DS S T ST ST DSDS6''SSD6''SSD 6''SSD 6''SS D 6''SSD 6''SSD 6 ' 'SSD100 YR = 880.52 10 YR = 878.99 1 0 8 ' O F 1 2 " R C P@0. 7 0%52' OF 12" RCP@0.57%14' OF 12" RCP @0.72% 41' O F 12" RCP @0.73%71' OF 15" RCP@0.56%80' OF 12" RCP@0.63%40' OF 12" RC P @ 0 . 76 %31 ' OF 12 " RCP@0. 16% 27' OF 12" RCP @0.15% 11' OF 15" RCP @0.91% 10' OF 12" RCP @0.48% 8' OF 15" RCP @1.00% 6 9 ' O F 1 2 " R CP@1. 0 4% 703 RIM=883.20 EX 750 RIM=883.36 712 RIM=883.60 721 RIM=882.12 724 RIM=882.44 722 RIM=882.46 723 RIM=882.60 701 RIM=881.88 702 RIM=883.50 727 RIM=883.85726 RIM=883.00 710 RIM=883.30 725 RIM=883.30 706 RIM=884.35 31 ' OF 12 " RCP@0. 16% 707 RIM=884.20 709 RIM=884.70 705 RIM=884.30 704 RIM=884.20 728 RIM=884.50 16' OF 12" RCP @0.62% 711 RIM=884.46 INV. 878.53 (EXISTING)(CORE/DRILL)STA:0+09.46 ELEV:878.18 MAX TOP OF LOW PRESSURE SAN LATERAL FOR 1.5' MIN SEPARATION OUTSIDE-OF-PIPE TO OUTSIDE OF-PIPESTR. #702 INLET AM; R-3405RIM: 883.50INV. OUT 879.35 (12" RCP (NW))STR. #701 EX CURB INLETRIM: 881.88STR. #705 INLET F; R-4215-CRIM: 884.30INV. IN 881.10 (12" RCP (SE))INV. OUT 881.00 (12" RCP (N))STR. #704 INLET F; R-4215-CRIM: 884.20INV. IN 880.90 (12" RCP (S))INV. OUT 879.50 (12" RCP (NW))STR. #703 EX INLET F; R-3405 (RAISE & REPLACE CASTING)RIM: 883.20STR. #709 MH 4' DIA.;R-1772RIM: 884.70INV. OUT 880.50 (12" RCP (W))STR. #707 MH 4' DIA.; R-4342RIM: 884.20INV. IN 880.46 (12" RCP (E))INV. OUT 880.46 (12" RCP (NW))STR. #706 MH 4' DIA.; R-4342 (INSTALL MANHOLE OVER EXISTING PIPE)RIM: 884.35STR. #712 INLET F; R-4215-CRIM: 883.60INV. OUT 879.90 (12" RCP (N))STR. #EX 750 MH 5' DIA.;R-1772RIM: 883.36 69' 1.04% 12" RCP 108' 0.70% 12" RCP 27' 0.15% 12" RCP 31' 0.16% 12" RCP 52' 0.57% 12" RCP 14' 0.72% 12" RCPSTR. #728 INLET F; R-4215-CRIM: 884.50INV. OUT 881.20 (12" RCP (NW)) 16' 0.62% 12" RCP GRANULAR BACKFILL (SEE DETAIL 10-31 ON C901) GRANULAR BACKFILL (SEE DETAIL 10-31 ON C901) C701 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig. Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. 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. STORM SEWER PLAN STORM SEWER PROFILE SCALE: HORZ.: 1"=30' VERT.: 1"=3' GENERAL NOTES LEGEND Existing Grade New Grade Granular Backfill SCALE: 1" = 30' STRC 702-701 STRC 728-703 STRC 709-706 STORM SEWER PLAN & PROFILE STRC 712-EX 750 HGL 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 2 TAC COMMENTS 11/19/2021 3 ASI 4 12/07/2021 4 TAC REVISIONS 12/21/2021 5 TAC REVISIONS 01/05/2022 6 ASI 5 02/14/2022 6 6 6 6 6 6 04/20/22 EEEEEEEEGGGGGGCC CCCEEEE E E E E E EEEE G G GWGGGGGWWWWWWWGGGGGC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C EEE OHUEE E OHUEEEEEEE E E E C C C C C C C C C C C C C C C C C OHU OHU OHU W W W W W W WEEEWWWWW WWE E E E E W W E E E W W E E W WW W EEE EEW W W W W W W W W W W W W W W EE EEEE EEEEEEEEEE EWWW W WWWFDCWWWW W W W W W W WSSSS SS SS SS SS SS SS SS STFRENCH DRAIN FOR HOLY WATER S CCEEEEEDSDSDSDSDSDSDSST ST STST STSTST DS E PT CCCC C C C C C CCCCCC C C C C C C C C DS DS ST S T ST DSDS6''SSD6''SSD 6''SSD 6''SS D 6''SSD 6''SSD 6 ' 'SSD100 YR = 880.52 10 YR = 878.99 1 0 8 ' O F 12 " R C P@0. 7 0 %52' OF 12" RCP@0.57%14' OF 12" RCP @0.72% 41' O F 12" RCP @0.73%71' OF 15" RCP@0.56%80' OF 12" RCP@0.63%40' OF 12" RC P @ 0 . 7 6 %31 ' OF 12 " RCP@0. 16 %27' OF 12" RCP @0.15% 11' OF 15" RCP @0.91% 10' OF 12" RCP @0.48% 8' OF 15" RCP @1.00% 6 9 ' O F 1 2" R C P@1. 0 4 % 703 RIM=883.20 EX 750 RIM=883.36 712 RIM=883.60 721 RIM=882.12 724 RIM=882.44 722 RIM=882.46 723 RIM=882.60 701 RIM=881.88 702 RIM=883.50 727 RIM=883.85726 RIM=883.00 710 RIM=883.30 725 RIM=883.30 706 RIM=884.35 31 ' OF 12 " RCP@0. 16 %707 RIM=884.20 709 RIM=884.70 705 RIM=884.30 704 RIM=884.20 728 RIM=884.50 16' OF 12" RCP @0.62% 711 RIM=884.46 STA:1+07.16 ELEV:878.40MAX TOP OF LOW PRESSURE SAN LATERAL FOR 1.5' MIN SEPARATION OUTSIDE-OF-PIPE TO OUTSIDE -OF-PIPESTR. #727 INLET F; R-4215-CRIM: 883.85INV. OUT 880.90 (12" RCP (NW))STR. #726 INLET F; R-4215-CRIM: 883.00INV. IN 880.60 (12" RCP (SE))INV. OUT 880.50 (12" RCP (N))STR. #725 INLET F; R-4215-CRIM: 883.30INV. IN 880.00 (12" RCP (S))INV. IN 880.00 (12" RCP (W))INV. OUT 879.90 (15" RCP (N))STR. #724 MH 4' DIA.;R-1772RIM: 882.44INV. IN 879.50 (15" RCP (S))INV. OUT 879.40 (15" RCP (N))STR. #722 MH 4' DIA.;R-1772RIM: 882.46INV. IN 879.30 (15" RCP (S))INV. IN 879.30 (12" RCP (SE))INV. OUT 879.20 (15" RCP (W))STR. #721 EX CURB INLETRIM: 882.12STR. #710 INLET F; R-4215-CRIM: 883.30INV. OUT 880.30 (12" RCP (E))STR. #725 INLET F; R-4215-CRIM: 883.30INV. IN 880.00 (12" RCP (S))INV. IN 880.00 (12" RCP (W))INV. OUT 879.90 (15" RCP (N))STR. #723 MH 6' DIA; R-4215-CRIM: 882.60INV. OUT 879.35 (12" RCP (NW))STR. #722 MH 4' DIA.;R-1772RIM: 882.46INV. IN 879.30 (15" RCP (S))INV. IN 879.30 (12" RCP (SE))INV. OUT 879.20 (15" RCP (W)) 10' 0.48% 12" RCP 41' 0.73% 12" RCP 8' 1.00% 15" RCP 11' 0.91% 15" RCP 71' 0.56% 15" RCP 80' 0.63% 12" RCP 40' 0.76% 12" RCP GRANULAR BACKFILL (SEE DETAIL 10-31 ON C901) GRANULAR BACKFILL (SEE DETAIL 10-31 ON C901) DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig. Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCHSTORM SEWER PLAN STORM SEWER PROFILE SCALE: HORZ.: 1"=30' VERT.: 1"=3' GENERAL NOTES SCALE: 1" = 30' STRC 727-724, 722-721 STORM SEWER PLAN & PROFILE C702 STRC 710, 725 STRC 723-722 LEGEND Existing Grade New Grade Granular Backfill HGL 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. 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. 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 2 TAC COMMENTS 11/19/2021 3 ASI 4 12/07/2021 4 TAC REVISIONS 01/05/2022 5 TAC REVISIONS 01/18/2022 6 TAC REVISIONS 01/27/2022 6 6 6 6 04/20/22 SITE DETAILS C901 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig. Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCHSCALE: NONE 24" min. CONCRETE COLLAR FOR CASTINGS WITHIN ASPHALT 6" min. 1 SECTION A-A CONCRETE COLLAR ROUND CASTING CASTING SQUARE CASTING CONCRETE 24" min. WITHIN ASPHALT AREAS CONCRETE COLLAR CJ CJ CONTROL JOINTS CJCJ 2 DIVERSION MANHOLE STRUCTURE 724 NOT TO SCALE 7' Ø MANHOLE FILL GRAVEL NEENAH FOUNDRY CO. R-1792-AL SELF-SEALING FRENCH DRAIN FOR SACRARIUM3 SCALE: NONE 5' 6' GRADE 10" V.T. RODENT SCREEN 2" SACRARIUM 882.57 879.40 (MARION COUNTY) SCALE: NONE STORM SEWER MANHOLE FRAME AND COVER H RIM ELEVATION FLATTOP REQUIRED * MANHOLE SIDE STRUCTURES E" F" H" G" C" D" B" A" DESCRIPTION FRONT CASTING *MANHOLE *MANHOLE CONCRETE COLLAR CONCRETE COLLAR ASPHALT SETTING 24" min. 6" min.CONC. COLLAR 0.04' E DG F C A B CJ CJ CJCJ INLET CASTING SETTING DETAIL SCALE: NONE CONCRETE COLLAR ON 3 SIDES WHEN USING R-3290 24" min. ALL INLET CASTINGS SHALL HAVE "NO DUMPING DRAINS TO STREAM" AND A FISH SYMBOL CAST INTO TOP OF CASTING. INLET 4 INLETR-3405 6" 32 3/4"32 3/4" 23 5/8" 23 5/8" R-3405-B 6" 32 1/8"29" 23 7/8" 23 7/8" TYPE AM, A TYPE AM, A BOX INLET FLUSH WITH SURFACE 2" LETTERS, RECESSED, MACHINED BEARING SURFACE NEENAH R-1772 FRAME WITH SELF-SEALING RMOTS REWES SEHRIFSFOYTIC APPLICATION OR EQUAL 22 3/4" 21" 26" 34" or 36" ( DEPENDENT UPON O.D. OF RING SECTION IN USE) SECTION "A-A"1"7"APPLICATION "SELF-SEALING"1 3/4"6" PICKHOLES @ 180° (N9204-A OR CITY APPROVED EQUAL 2 CONCEALED RIM.= TOP OF CASTING ELEVATION TC = RIM ELEVATION A 24" min. 6" min. CONC. COLLAR WHEN IN PAVEMENT WITHIN ASPHALT AREAS CONCRETE COLLAR A 5 1 TAC REVISIONS 12/21/2021 1 04/20/22 SE E SIT EPL A N (5' MI N.) RETURNED CURB RAMPAC-6 CONTROL JOINTS @ 6" O.C. DETECTABLE WARNING SURFACE (24"D x 48"W) YARD AREA PLANTING OR 6"(T Y P . ) ACCESSIBLE RAMP DETAIL MAX 1: 12 SCALE: NONE RAMP CONSTRUCTION DETAIL Detectable warning elements Concrete Base Setting bed Integrall Curb 8 PAVEMENT Slope 1:12 max RAMP6" 6"1'-3" min.SCALE: NONE NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. COMPLYING WITH ANSI 4.28.8. SIGNS SHALL 2440mm ACCESSIBLE PARKING SPACE SEE SITE PLAN FOR ACTUAL DIMENSIONS **5'-0" MIN. AISLE FOR REGULAR SPACE **8'-0" MIN. AISLE FOR VAN ACCESSIBLE SPACE 2440mm 1525mm **AISLE INTERNATIONAL 4" WIDE BLUE PAINT STRIPES (TYP.) IN THE SPACE. NOT BE OBSCURED BY A VEHICLE PARKED INTERNATIONAL SYMBOL OF ACCESSIBILITY IDENTIFIED BY A SIGN SHOWING THE ACCESSIBLE PARKING SPACES SHALL BE AC-1 SYMBOL OF ACCESSIBILITY; BLUE AC-2 SCALE: NONE1' - 11"4" SURFACE MOUNT 16" BASECONCRETE 4" * POST TO BE SLOPED ACCESSIBLE PARKING SIGN DETAIL FINISHED GRADE 12" BELOW SURFACE MOUNT PRE-PAINTED GALVANIZED STEEL 18"SLOPED 18"CONCRETE 4" 4"1"ACCESSIBLE * CHANNEL POST (2#/Ft.) 8'-10" LONG ACCESSIBLEFACEMATERIAL Alum. 80 Ga.6"VAN PARKING REFLECTIVE WHITE 6' - 0"FINISHEDmin.18"BLUE 12"ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ANSI 4.28.5 FINISH AND CONTRAST THE CHARACTERS, SYMBOLS AND BACKGROUND OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. SPACES COMPLYING WITH 4.1.2(5)(b) SHALL HAVE AN ADDITIONAL SIGN "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. GRADE NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. MOUNT OPTIONS SITE DETAILS C902 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig. Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCHSCALE: NONE NEW PAVEMENT TO EXISTING PAVEMENT DETAILPA-1X EXIST. PVMNT. 2'-0" (MIN.) LINE OF SAWCUT NEW ASPHALT PAVEMENT SECTION REFER TO PLANS FOR SECTION PRIME COAT MILL 1"-2" OF EXIST. PAVEMENT TO RECEIVE NEW SURFACE CONCRETE JOINT DETAILS KEYWAY FORMED BY FASTENING KEY TO FORM FILL WITH JOINT SEALER SAWCUT 1/4" CONTROL JOINT BACKER ROD 1/2" PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. PA-2A EXPANSION JOINTEJ JOINT SEALANT CONTROL JOINTCJ 1/2" KEYWAY JOINT D KJ d d/4 D/3 1/4" d/10 1" 1/8"RADIUS SCALE: NONE PREPARED SUBGRADE COMPACTED TO SPECIFICATIONS 6" #53 AGGREGATE (COMPACTED IN 2 LIFTS) 3" H.M.A. BINDER 19 MM PA-1Q SCALE: NONE ASPHALT PAVEMENT SECTION 1.5" H.M.A. SURFACE 9.5 MM SCALE: NONE SCALE: NONE TRAFFIC STRIPING 4" SOLID WHITE LINE PAVEMENT MARKINGS 6" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS PAINTED ISLANDS PA-7 4"MIN. 8" MAX 4"-6" 4"-6" DOUBLE YELLOW PAVEMENT STRIPING LINES DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT SOLID WHITE PAVEMENT STRIPING LINES 4"PAVEMENT MARKING-STOP BAR (SEE SITE PLAN) VARIES 12"-24"min. 4' in advance of a crosswalk4'-30' in advance of intersecting travelway 6"-12" WHITE STRIPE 12"-36" SPACE CONTINENTAL CROSSWALK 12"-24" SOLID WHITE LINE BARS WITH 12"-36" SPACES 12"-24" WHITE STRIPE SPACING OF LINES SLECTED TO AVOID WHEEL PATH4" SOLID YELLOW LINE WHEN ADJACENT TO OPPOSING TRAFFIC 4" SOLID YELLOW LINE WHEN ADJACENT TO OPPOSING TRAFFIC SCALE: NONE PAVEMENT MARKING DETAILSPA-7B "NO PARKING" STENCIL WITH "NO PARKING ANY TIME" SIGN - SPACED 50' 6" YELLOW STRIPE 3' MINIMUMNO PARKING CURB - PAINTED YELLOW 6" TOP AND SIDE, OR 6" WIDE STRIPE WITH NO CURB 18" min.30-60° 18" HIGH3" STROKE 9'WHITE LETTERING "NO PARKING FIRE LANE" STENCIL WITH "NO PARKING FIRE LANE" SIGN - SPACED 50' 6" RED STRIPE 3' MINIMUMFIRE LANE CURB - PAINTED RED 6" TOP AND SIDE, OR 6" WIDE STRIPE WITH NO CURB 1 8 " m i n.30-60°18" HIGH3" STROKE 9'RED LETTERING PA-11A PAVEMENT REPAIR DETAIL 1/3 D 1/3 D SCALE: NONE EX. PVMT. MILL EXISTING SAW CUT EX. PVMT. PLACE MIN. 1-1/2" HMA SURFACE FLOWABLE CONCRETE FILL D LIMITS OF PATCH 2' 2' SAW CUT BY USE OF PAVING MACHINE (NO HAND PLACED BIT. MAT'L) 1/3 PAVEMENT THICKNESS THEN BREAK OUT 1/3 PAVEMENT THICKNESS THEN BREAK OUT 10'10' PAVMENT 1-1/2" DEEP PA-4 COMBINED WALK AND CURB SCALE: NONE COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. PROVIDE 1/4" WIDE, 1" DEEP TRANSVERSE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED THE WIDTH OF THE WALK. EXTEND TRANSVERSE JOINTS THROUGH CURB TOP AND FACE. VARIES (SEE PLANS)6"2. 1. 6"9"6" 1/4" WIDE TOOLED JOINT 1" RADIUS TOOLED EDGE PAVEMENT SLOPE 1/4" PER 1'-0" GRANULAR BACKFILL 4"TRANSVERSE MEDIUM BROOM FINISH 4"PORTLAND CEMENT CONCRETE PA-5G GENERAL NOTES DCAM #12-03 SCALE: NONE GENERAL NOTES WHERE SIDEWALK IS CONSTRUCTED IMMEDIATELY ADJACENT TO CURB, THE SURFACE OF THE SIDEWALK SHALL BE CONSTRUCTED 1/2" HIGHER THAN THE TOP OF THE CURB. TRANSVERSE JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF 1/4" OF SPACING AS INDICATED OR DIRECTED. COST OF TRANSVERSE PREFORMED JOINT FILLER TO BE INCLUDED IN CONTRACT PRICE FOR "CONCRETE SIDEWALK". * COMPACTED SUBGRADE - THE UPPER 6 INCHES SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST SIX (6) INCHES BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. ** WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURB, THE SPACE BEHIND THE NEW CURB SHALL BE FILLED WITH GRANULAR MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED FOUR (4) INCHES. *** WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT TO THE CURB, THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED FOUR (4) INCHES. **** WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY THE 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. * EXISTING REQUIRED TO MATCH SEED, OR SOD, AS SIDEWALK, TOPSOIL,VARIABLE PAVEMENT WIDTH * WHICHEVER IS GREATER. NO. 24, 1985, SECTION 28-328. SHOULDER SECTION CURB SECTION LIMITS OF FULL DEPTH GRANULAR BACKFILL MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO GENERAL ORDINANCE ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED WITH GRANULAR MATERIAL. WHERE A CUT EITHER TRANSVERSES OR PARALLELS THE ROAD SURFACE, GRANULAR BAKCFILL SHALL BE PLACED IN THAT PORTION OF THE CUT LOCATED WITHIN THREE (3) FEET OF THE ROAD SURFACE OR WITHIN A DISTANCE OF EQUAL TO ONE-HALF (1/2) THE DEPTH OF THE CUT, EXISTING. REQUIRED TO MATCH SEED, OR SOD, AS SHOULDER, TOPSOIL, * GRANULAR BACKFILL: PA-5P FULL DEPTH GRANULAR BACKFILL DCAM #92-01 SCALE: NONE 1 ASI 5 02/14/2022 1 04/20/22 SITE DETAILS C903 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig. Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH1 ASI 4 12/07/2021 1 04/20/22