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HomeMy WebLinkAbout2018-0524 West Park - The Groves Final Drawings3030 W. 116th StreetCarmel, IN 46032Stormwater Management Permit Drawing ResubmitOriginal = December 12, 2017Revised = May 4, 2018WEST PARK:THE GROVESSGJJR PROJECT # 22109.000Site DrawingsSheet Number Sheet TitleG000Cover SheetG002 Key Plan & General NotesV001Existing Conditions PlanV002Existing Conditions PlanV003Existing Conditions PlanV004Existing Conditions PlanC101SWPP PlanC102SWPP PlanC103SWPP PlanC104SWPP PlanC105 Site Preparation PlanC106 Site Preparation PlanC107 Site Preparation PlanC108 Site Preparation PlanC109Layout and Materials PlanC110Layout and Materials PlanC111RESERVEDC112RESERVEDC113Grading PlanC114Grading PlanC115Grading PlanC116RESERVEDC117Utilities PlanC118Utilities PlanC119RESERVEDC120RESERVEDC121Detention PlanC122Fire Truck Access Plan - ArrivalC123Fire Truck Access Plan -DepartureC401Layout and Materials EnlargementC402Layout and Materials EnlargementC403Layout and Materials EnlargementC404Layout and Materials EnlargementC405 Grading EnlargementsC406 Grading EnlargementsC407 Grading EnlargementsC408 Grading EnlargementsC500 Stormwater Pollution PreventionNotesC501 Stormwater Pollution PreventionDetailsC502Site DetailsC503Site DetailsC504Site DetailsC505RESERVEDC505.1RESERVEDC506Site DetailsC507Site DetailsC507.1Site DetailsC508Site DetailsC509Site DetailsC510Utility DetailsC511Utility DetailsC512Utility DetailsC125Landscape PlanC126Landscape PlanC127Landscape PlanC409Landscape Enlargement PlanC410Landscape Enlargement PlanC411Landscape Enlargement PlanC513 Landscape Planting ScheduleC514Landscape DetailsPROJECT VICINITY MAPPrepared for:Prepared by:Project AreaNorthNOT TO SCALEWEST PARK:THE GROVES500 PARK BOULEVARDSUITE 800ITASCA, IL 60143630.221.1212www.williams-architects.com44 EAST MIFFLIN STREETSUITE 500MADISON, WI 53703608.251.1177www.smithgroupjjr.com1-800-382-5544811CALL TOLL FREEFOR CALLS INSIDE OF INDIANA"DON'T DIG BLIND"HOLEY MOLEY SAYSIT IS AGAINST THE LAW TO EXCAVATEWITHOUT NOTIFYING THE UNDERGROUNDLOCATION SERVICE TWO (2) WORKINGDAYS BEFORE COMMENCING WORK.PER INDIANA STATE LAW IC 8 1 26.LANDSCAPE ARCHITECT, CIVIL &SITE ELECTRICAL ENGINEERARCHITECT1427 EAST 116TH STREETCARMEL, IN 46032317.848.7275carmelclayparks.cominfo@carmelclayparks.comProfessional Seals:Civil Engineer's Stampdave.wolmutt@smithgroupjjr.comPROJECT INFOLOT AREA40.15 acresTOTAL SITE DISTURBANCE8.5 acresZONING DISTRICTP-1: Parks and RecreationSETBACK DISTANCESFRONT YARD (min.)40 feetSIDE YARD (min.)20 feetREAR YARD (min.)15 feetLOT COVERAGE RATIOMAXIMUM35%DESIGN0.5%LEGAL DESCRIPTION35.14 Acre ParcelA part of the Southwest Quarter of Section 32, Township 18North, Range 3 East of the Second Principal Meridian in ClayTownship, Hamilton County, Indiana being more particularlydescribed as follows:Commencing at the southwest comer of the Southwest Quarterof Section 32, Township 18 North, Range 3 East of the SecondPrincipal Meridian in Clay Township, Hamilton County, Indiana;thence North 89 degrees 34 minutes 15 seconds East (basis ofbearing Instrument #94-13908) 1,325.46 feet to the southwestcomer of the Southeast Quarter of the Southwest Quarter of saidSection 32, said comer is the POINT OF BEGINNING of theherein described tract; thence North 00 degrees01 minute 33seconds West 1,317.74 feet to the northwest comer of saidquarter-quarter section; thence North 89 degrees 28 minutes 41seconds East 1,326.32 feet to the northeast corner of saidquarter-quarter section; thence South 00 degrees 00 minutes 39seconds West 31.86 feet on the east line of the SouthwestQuarter of said Section 32 to the northeast comer of that landdescribed as Parcel 3B in Instrument #94-13908 and recorded inthe Office of the Hamilton County Recorder; thence South 89degrees 34 minutes 15 seconds West 169.00 feet on the northline of said parcel; thence South 00 degrees 00 minutes 39seconds West 1,288.04 feet, parallel with the east line of theSouthwest Quarter of said Section 32, to a point on the southline of said quarter section; thence South 89 degrees 34 minutes15 second West 1,156.46 feet on the south line of said quartersection to the POINT OF BEGINNING, said tract contains 35.14acres more or less.LEGAL DESCRIPTION5.00 Acre ParcelA part of the Southwest Quarter of Section 32,Township 18 North, Range 3 East of theSecond Principal Meridian in Clay Township,Hamilton County, Indiana being moreparticularly described as follows:BEGINNING at the southeast comer of theSouthwest Quarter of Section 32, Township 18North, Range 3 East of the Second PrincipalMeridian in Clay Township, Hamilton County,Indiana; thence South 89 degrees 34 minutes15 seconds West (basis of bearing Instrument#94-13908) 169.00 feet on the south line of saidquarter section; thence North 00 degrees 00minutes 39 seconds East 1,288.04 feet to apoint on the north line of that8.00 acre tract (Parcel #38) described in recordInstrument #94-13908 and recorded in theOffice of the Hamilton County Recorder; thenceNorth 89 degrees 34 minutes 15 seconds East169.00 feet on the north line of said 8.00 acretract to a point on the east line of the SouthwestQuarter of said Section 32; thence South 00degrees 00 minutes 39 seconds West 1,288.04feet on the east line of said quarter section tothe POINT OF BEGINNING, said tract contains5.00 acres more or less.OWNER:OPERATING AUTHORITY: CITY OF CARMEL, INDIANAC124RESERVEDC128RESERVED LIMITS OF WORK FUTURE MULTI-USE PATH 10' WIDE, MINIMUM 8' SEPARATION FROM 116TH STREET (NOT IN CONTRACT, TO BE INSTALLED IN PHASE 2 OF PROPOSED DEVELOPMENT, TO BE PERMITTED AS PART OF SEPARATE PROJECT.) GENERAL NOTESN Key Plan & General Notes 0'160'80'40' SCALE: 1" = 80' G002 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 1.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2.PRIOR TO START OF PROJECT WORK, VERIFY ALL SITE CONDITIONS AND SUBMIT A PROJECT WORK PLAN TO THE ARCHITECT/ENGINEER FOR REVIEW AND COMMENT. PRESENT THE WORK PLAN AT THE OWNER'S PRE-CONSTRUCTION MEETING. DO NOT BEGIN PRIOR TO THE 'PRE-CONSTRUCTION MEETING' AND WRITTEN AUTHORIZATION TO PROCEED IS ISSUED BY THE OWNER. 3.NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY IDENTIFIED DISCREPANCIES WITHIN THE CONSTRUCTION DOCUMENTS PRIOR TO THE START OF WORK. DURING PERFORMANCE OF THE WORK, VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND CROSS-CHECK DETAILS AND DIMENSION SHOWN ON THE DRAWINGS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO STARTING WORK. IN ALL CASES WHERE A CONFLICT MAY OCCUR, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED AND WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS. 4.PRIOR TO THE COMMENCEMENT OF WORK, VERIFY LOCATIONS AND DEPTHS OF ALL UNDERGROUND UTILITIES THAT MAY BE AFFECTED BY CONSTRUCTION AND TAKE RESPONSIBILITY FOR DAMAGES TO SUCH UTILITIES CAUSED AS A RESULT OF CONSTRUCTION. 5.TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION, INCLUDING DAMAGES TO UTILITIES, WALKS, WALLS, DRIVES, CURBS, ETC. 6.SECURE ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES WITH UTILITIES ON THE SITE PRIOR TO THE CONSTRUCTION OF THE PROJECT. ADHERE TO ALL APPLICABLE LOCAL, STATE AND FEDERAL LAWS OR REGULATIONS PERTAINING TO THE PROJECT. 7.ESTABLISH AND MAINTAIN SITE SECURITY UNTIL PROJECT ACCEPTANCE. 8.USE DIMENSIONS SHOWN ON DRAWINGS FOR LAYOUT OF THE WORK. DO NOT USE SCALE DIMENSIONS FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 9.REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT SHOWN ON DRAWINGS. 10.DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT. 11.TAKE NOTE OF ALL GRADING AND DRAINAGE WAYS AND MAINTAIN THESE DRAIN WAYS FLOWS FREE OF OBSTRUCTIONS. 12.COORDINATE CONSTRUCTION OF PENETRATIONS, SLEEVES, VARIATIONS IN THE SLAB ELEVATIONS, DEPRESSED AREAS AND ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING REQUIREMENTS. 13.DISPOSE ALL ELEMENTS DESIGNATED FOR REMOVAL IN A LEGAL MANNER. PROVIDE RECEIPTS AND LETTERS FROM DISPOSAL SITES TO OWNER AS REQUIRED BY THE OWNER. 14.PREPARE ALL SUBGRADES IN ACCORDANCE WITH RECOMMENDATIONS OF GEOTECHNICAL ENGINEER. PROVIDE PROOF OF ALL REQUIRED SOIL COMPACTION TO THE OWNER. 15.ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 16.COORDINATE WORK OF SUBCONTRACTORS AND ALL OTHER CONTRACTORS TO ENSURE ORDERLY AND EFFICIENT COMPLETIONS OF ALL WORK. 17.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 REQUEST BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE OWNER. 18.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. SOUTHWEST QUADRANT SHEETS V-003: EXISTING CONDITIONS PLAN C-103: SWPP PLAN C-107: SITE PREPARATION PLAN C-111: RESERVED (EXCLUDED THIS SET) C-115: GRADING PLAN C-119: RESERVED (EXCLUDED THIS SET) L-103:LANDSCAPE PLAN NORTHWEST QUADRANT SHEETS V-004: EXISTING CONDITIONS PLAN C-104: SWPP PLAN C-108: SITE PREPARATION PLAN C-112: RESERVED (EXCLUDED THIS SET) C-116: RESERVED (EXCLUDED THIS SET) C-120: RESERVED (EXCLUDED THIS SET) L-104:RESERVED (EXCLUDED THIS SET) NORTHEAST QUADRANT SHEETS V-002: EXISTING CONDITIONS PLAN C-102: SWPP PLAN C-106: SITE PREPARATION PLAN C-110: LAYOUT & MATERIALS PLAN C-114: GRADING PLAN C-118: UTILITY PLAN L-102:LANDSCAPE PLAN SOUTHEAST QUADRANT SHEETS V-001: EXISTING CONDITIONS PLAN C-101: SWPP PLAN C-105: SITE PREPARATION PLAN C-109: LAYOUT & MATERIALS PLAN C-113: GRADING PLAN C-117: UTILITY PLAN L-101:LANDSCAPE PLAN MATCHLINE MATCHLINEMATCHLINEMATCHLINE 1 STORMWATER PERMIT RESUBMIT 05/04/181 MATCHLINE: SEE SHEET V002 MATCHLINE: SEE SHEET V003N Existing Conditions Plan 0'80'40'20' SCALE: 1" = 40' V001 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 LEGEND GENERAL NOTES 1. PERIMETER LINES OF THE SUBJECT TRACT ARE SHOWN ON THIS SURVEY FOR REFERENCE PURPOSES. THESE LINES HAVE BEEN ESTABLISHED BASED UPON RECOVERED MONUMENTATION AND RECORD DEED OR PLAT GEOMETRY, AND REPRESENT AN APPROXIMATE LOCATION OF THESE LINES. THIS INFORMATION HAS BEEN DEPICTED TO ALLOW FOR DISPLAY OF EASEMENT AND RIGHT-OF-WAY LINES PER THE CLIENT'S REQUEST. NOTE THAT THIS SURVEY IS NOT A BOUNDARY SURVEY, AND NOT ALL ASPECTS OR EVIDENCE OF BOUNDARY HAVE BEEN ANALYZED AND ADDRESSED. 2. THE RIGHT-OF-WAY OF WEST 116TH STREET HAS BEEN DEPICTED HEREON BASED UPON ROADWAY CLASSIFICATION SHOWN IN THE CARMEL CLAY COMPREHENSIVE PLAN, LAST REVISED ON MARCH 10, 2016. WEST 116TH STREET IS CLASSIFIED AS A PARKWAY ARTERIAL STREET WITH A 120-FOOT RIGHT-OF-WAY IN THIS PLAN, SO A 60-FOOT HALF RIGHT-OF-WAY HAS BEEN DEPICTED HEREON. THE SURVEYOR DID NOT FIND RECORDED DEEDS OR EASEMENTS FOR RIGHT-OF-WAY PURPOSES ALONG THIS ROADWAY OVER MUCH OF THE SUBJECT TRACT. A 40-FOOT WIDE DEDICATION OF PUBLIC RIGHT-OF-WAY TO THE HAMILTON COUNTY BOARD OF COMMISSIONERS WAS FOUND OVER THE EASTERLY PART OF THE SUBJECT TRACT, AS SHOWN HEREON. 3. THE OVERHEAD ELECTRIC LINE RUNNING IN A NORTH-SOUTH DIRECTION LYING WEST OF THE DRIVEWAY AND HOUSE APPEARS TO FALL EAST OF THE 10-FOOT ELECTRIC LINE EASEMENT. THE EASEMENT IS SHOWN BASED UPON THE EASEMENT DESCRIPTION RELATED TO THE APPROXIMATE BOUNDARY RESOLUTION, AND MAY BE SUBJECT TO UNCERTAINTY PENDING A FULL BOUNDARY RETRACEMENT SURVEY. 4. WETLAND DELINEATION MARKERS WERE OBSERVED IN SEVERAL LOCATIONS OF THE SUBJECT TRACT, AS SHOWN HEREON. IN ADDITION, WETLANDS DELINEATION GIS SHAPEFILES RECEIVED FROM THE CLIENT HAVE BEEN DEPICTED HEREON. IN MOST AREAS, THE GIS SHAPEFILES MOSTLY CORRESPOND WITH THE OBSERVED MARKERS, BUT IN SOME AREAS MARKER FLAGS WERE LOCATED BUT NO GIS SHAPEFILE LINE WAS SHOWN IN THE AREA. 5. ACCESS TO THE NORTH ADJOINING TRACT WAS NOT PERMITTED AT REQUEST OF THE ADJOINING LANDOWNERS. TOPOGRAPHIC SURVEY INFORMATION WAS NOT OBTAINABLE IN THIS AREA. 6. A 30-FOOT WIDE GAS LINE EASEMENT RUNS ALONG THE SOUTHERLY PART OF THE SUBJECT TRACT, AS SHOWN HEREON. THE GAS LINE WAS NOT MARKED IN THIS AREA. UTILITY MARKINGS ONLY SHOWED THE GAS LINE IN THE EAST ADJOINING TRACT. A SECOND REQUEST FOR UTILITY LOCATION DID NOT RESULT IN ANY ADDITIONAL GAS LINE BEING MARKED. MAPPING RECORDS FROM VECTREN SHOW A 6" PLASTIC GAS LINE RUNNING THROUGH THE SUBJECT TRACT. 7. TREES 6-INCHES OR GREATER IN DIAMETER HAVE BEEN LOCATED AND SHOWN HEREON AT CLIENT'S REQUEST. DUE TO THE EXISTING SITE CONDITIONS, IT IS POSSIBLE THAT SOME TREES MAY HAVE BEEN ACCIDENTALLY OVERLOOKED. IN ADDITION, TREES LESS THAN 6 INCHES IN DIAMETER HAVE NOT BEEN SHOWN HEREON. THE CLIENT IS ADVISED THAT THE TREES SHOWN HEREON DO NOT REPRESENT THE FULL EXTENT OF TREES LOCATED ON THE SUBJECT TRACT. 8. THE OWNER WILL REMOVE ALL TREES INDICATED AS ASH TREES ON THIS SURVEY PRIOR TO CONSTRUCTION. AS-BUILT DRAWINGS OF REMOVALS TO BE PROVIDED TO CONTRACTOR. REMOVALS TO BEGIN JANUARY 2018 AND ANTICIPATED TO BE COMPLETE IN MARCH 2018. 9. NO EXISTING 100 YEAR FLOODPLAINS, FLOODWAY FRINGES, OR FLOODWAYS EXIST WITHIN EXISTING SITE OR EXISTING SURVEY LIMITS, PER FEMA FIRM PANEL 18057C0205G, DATED 11/19/2014. 10. SEE SHEET V002 FOR BENCHMARK INFORMATION. POND NORMAL WATER ELEVATION: 895.5± MATCHLINE: SEE SHEET V001MATCHLINE: SEE SHEET V004N Existing Conditions Plan 0'80'40'20' V002 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SCALE: 1" = 40' LEGEND GENERAL NOTES 1. SEE SHEET V001 FOR EXISTING CONDITION PLAN NOTES. MATCHLINE: SEE SHEET V004 MATCHLINE: SEE SHEET V001N Existing Conditions Plan 0'80'40'20' V003 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SCALE: 1" = 40' LEGEND GENERAL NOTES 1. SEE SHEET V001 FOR EXISTING CONDITION PLAN NOTES. 2. SEE SHEET V002 FOR BENCHMARK INFORMATION. MATCHLINE: SEE SHEET V003 MATCHLINE: SEE SHEET V002N Existing Conditions Plan 0'80'40'20' V004 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SCALE: 1" = 40' LEGEND GENERAL NOTES 1. SEE SHEET V001 FOR EXISTING CONDITION PLAN NOTES. 2. SEE SHEET V002 FOR BENCHMARK INFORMATION. MATCHLINE: SEE SHEET C102 MATCHLINE: SEE SHEET C103LIMITS OF WORK SILT FENCE CULVERT PROTECTION STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT TREE PROTECTION FENCE TEMPORARY CONSTRUCTION FENCE N SWPP Plan 0'80'40'20' C101 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 1 SWPPP NOTES SWPPP LEGEND 1. CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENTATION BASINS AT LOCATION OF PROPOSED WET PONDS, SEE GRADING PLANS. 2. EARTHMOVING MAY NOT COMMENCE UNTIL ITEMS #2-#4 OF "PRECONSTRUCTION ACTIVITIES" ON THIS SHEET HAVE BEEN COMPLETED, IN ADDITION TO ITEMS DEPICTED ON PLAN. 3. IDEM RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. 4. ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY CITY OF CARMEL. 5. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREETS. 6. APPROXIMATE CONSTRUCTION SCHEDULE 6.1. START DATE = MARCH 1, 2018 6.2. COMPLETION DATE = MAY 1, 2019 7. RECEIVING WATER = WILLIAMS CREEK 8. PROJECT LOCATION 8.1.LATITUDE = 39°57'27.63"N 8.2.LONGITUDE = 86°12'48.49"W 9. CONTACT PERSON: CARMEL/CLAY PARKS AND RECREATION MICHAEL KLITZING, CHIEF OPERATING OFFICER 1411 EAST 116TH STREET CARMEL, IN 46032 PH: 317-573-4018 10. SEE SHEET C500 & C501 FOR STORMWATER POLLUTION PREVENTION NOTES AND DETAILS. SCALE: 1" = 40'2 3 4 5 24.00'150.00'4 1 2 3 MINIMIZE IMPACTS WITH FENCE REMOVAL PRECONSTRUCTION ACTIVITIES 1. EARTHMOVING MAY NOT COMMENCE UNTIL ITEMS #2-#4 OF "PRECONSTRUCTION ACTIVITIES" ON THIS SHEET HAVE BEEN COMPLETED, IN ADDITION TO ITEMS DEPICTED ON PLAN. 2. INSTALL STONE ACCESS DRIVE OFF 116TH STREET. 3. CONSTRUCT STAGING AREA NEAR CONSTRUCTION ENTRANCE. ALSO CONSTRUCTION RULE 5 INFORMATION POSTING BOX, INSTALL TRASH DUMPSTER, AND PLACE PORT-O-LET, AS SHOWN ON SHEET C501. 4. INSTALL SILT FENCE AS SHOWN ON SHEET C101 - C104. 5. STRIP TOPSOIL AND ORGANIC MATERIAL FROM CONSTRUCTION AREA FOR REUSE. 6. IF WORK ON SITE WILL STOP FOR TWO WEEKS OR MORE AFTER COMPLETION OF MASS GRADING, INSTALL TEMPORARY SEED AS INDICATED ON CHARTS LOCATED ON SHEET C500. 7. MAINTAIN ALL INLET PROTECTION AND SILT FENCING IN THIS PROJECT BY CLEANING OUT EVERY WEEK AND AFTER EVERY STORM EVENT. SITE SPECIFIC CONSTRUCTION SEQUENCE 1. REPAIR OR REPLACE SILT FENCE INSTALLED DURING MASS EARTHWORK PHASE. 2. REPAIR CONSTRUCTION ENTRANCE INSTALLED IN MASS GRADING PHASE. 3. INSTALL OR REPAIR CONCRETE WASHOUT BASIN, AS INDICATED ON PLANS. 4. REPAIR CONSTRUCTION STAGING AREA ORIGINALLY SET UP DURING MASS GRADING. 5. COMPLETE AND/OR REPAIR EARTHWORK AND COMPACTION FOR PAVEMENT SUBGRADES AND INSTALL PERMANENT SUBBASE MATERIAL. 6. COMPLETE EARTHWORK AND FINISH GRADING FOR SEEDED AREAS. APPLY SEED AND MULCH WITHIN 30 HOURS OF SEEDBED PREPARATION. 7. PERMANENTLY SEED AND MULCH WHERE INDICATED ON PLANS. 8. STABILIZATION OF A PROJECT SITE IS CONSIDERED ACHIEVED WHEN ALL LAND DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES, OR EQUIVALENT PERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED. 9. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION WILL NO LONGER OCCUR. 10. AFTER THE CONTRACTOR HAS REMOVED TEMPORARY EROSION CONTROL MEASURES ANY DISTURBED AREAS SHALL BE RE-SEEDED AS REQUIRED. NPDES POSTING BOX 5 6 7 7 6 7 7 2 2 MATCHLINE: SEE SHEET C102MATCHLINE: SEE SHEET C101MATCHLINE: SEE SHEET C102MATCHLINE: SEE SHEET C104LIMITS OF WORK SILT FENCE CULVERT PROTECTION STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT TREE PROTECTION FENCE TEMPORARY CONSTRUCTION FENCE N SWPP Plan 0'80'40'20' C102 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SWPPP NOTES SWPPP LEGEND 1. SEE SHEET C101 FOR SWPP NOTES, PRECONSTRUCTION SEQUENCING AND CONSTRUCTION SEQUENCE. 2. SEE SHEETS C500 - C501 FOR STORMWATER POLLUTION PREVENTION NOTES AND DETAILS. SCALE: 1" = 40' 1 2 1 2 3 4 5 MINIMIZE IMPACTS WITH FENCE REMOVAL 6 7 6 MATCHLINE: SEE SHEET C103MATCHLINE: SEE SHEET C104 MATCHLINE: SEE SHEET C101LIMITS OF WORK SILT FENCE CULVERT PROTECTION STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT TREE PROTECTION FENCE TEMPORARY CONSTRUCTION FENCE N SWPP Plan 0'80'40'20' C103 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SWPPP NOTES SWPPP LEGEND SCALE: 1" = 40' 1 2 3 4 5 4 24.00'150.00'1 2 MINIMIZE IMPACTS WITH FENCE REMOVAL 1. SEE SHEET C101 FOR SWPP NOTES, PRECONSTRUCTION SEQUENCING AND CONSTRUCTION SEQUENCE. 2. SEE SHEETS C500 - C501 FOR STORMWATER POLLUTION PREVENTION NOTES AND DETAILS. 6 7 7 6 MATCHLINE: SEE SHEET C103 MATCHLINE: SEE SHEET C102LIMITS OF WORK SILT FENCE CULVERT PROTECTION STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT TREE PROTECTION FENCE TEMPORARY CONSTRUCTION FENCE N SWPP Plan 0'80'40'20' C104 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SWPPP NOTES SWPPP LEGEND SCALE: 1" = 40' 1 2 3 4 5 1 1. SEE SHEET C101 FOR SWPP NOTES, PRECONSTRUCTION SEQUENCING AND CONSTRUCTION SEQUENCE. 2. SEE SHEETS C500 - C501 FOR STORMWATER POLLUTION PREVENTION NOTES AND DETAILS. 3. SITE WORK DEPICTED ON THIS SHEET SHOULD BE ACCESSED FROM THE SOUTH. EXISTING WETLAND NOT TO BE CROSSED WITH ANY EQUIPMENT. 6 7 MATCHLINE: SEE SHEET C106 MATCHLINE: SEE SHEET C107LIMITS OF WORK SILT FENCE FULL DEPTH PAVEMENT AND BASE REMOVAL TREE REMOVAL TREE PROTECTION FENCE REMOVE ITEM FENCE & GATE REMOVAL CLEARING AND GRUBBING CLEARING AND GRUBBING WITH ROOT PRUNING UNDERSTORY VEGETATION CLEARING REMOVE & SALVAGE ITEM PROTECT ITEM SAWCUT PAVEMENT TEMPORARY CONSTRUCTION FENCE SITE PREPARATION NOTES SITE PREPARATION LEGEND 1. VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMOLITION AND NOTIFY ARCHITECT/ENGINEER OF DISCREPANCIES IN A TIMELY MANNER SO AS NOT TO IMPACT THE CONSTRUCTION SCHEDULE. PERFORM NO WORK INVOLVING DISCREPANCIES UNTIL DIRECTED TO DO SO BY THE ARCHITECT/ENGINEER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF UTILITY INFORMATION. ARCHITECT/ENGINEER MAKES NO GUARANTEE NOR ASSUMES ANY LIABILITY AS TO THE COMPLETENESS AND/OR ACCURACY OF UTILITY DATA. 3. ALL UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES WITH THIS DRAWING SHALL BE REPORTED TO THE ARCHITECT/ENGINEER IMMEDIATELY. 4. ALL STRUCTURES, UTILITIES, PAVEMENT AND TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGE CAUSED BY THE CONTRACTOR TO ITEMS AND STRUCTURES TO REMAIN SHALL BE REPAIRED AT NO COST TO THE OWNER. 5. COORDINATE THE ADJUSTMENT OF UTILITY STRUCTURES WITH THE APPROPRIATE AGENCIES. NO WORK SHALL BE DONE WITHOUT WRITTEN CONSENT BY UTILITY OWNER. ALL UTILITY STRUCTURES TO REMAIN INCLUDING, BUT NOT LIMITED TO: CLEAN-OUTS, MANHOLES, CATCH BASINS. STRUCTURES, VALVE BOXES, SHUT OFF VALVES, VAULT COVERS, ELECTRIC VAULT COVERS, ELECTRIC PULL BOXES, ECT. SHALL BE ADJUSTED TO FINISH GRADE, UNLESS NOTED OTHERWISE. 6. ALL MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF SITE IN ACCORDANCE WITH ALL STATE, LOCAL AND FEDERAL GUIDELINES. UNLESS OTHERWISE NOTED. 7. ALL STORM DRAINS AND AREA DRAINS TO RECEIVE INLET FILTER DURING DEMOLITION. SEE SHEET C511 FOR DETAILS - REFER TO EROSION CONTROL DRAWINGS C101-C104 FOR SEDIMENTATION CONTROL LOCATIONS. 8. INSTALL TEMPORARY FENCE WHERE INDICATED ON THE PLANS. MODIFY PLACEMENT OF FENCE WITH ARCHITECT/ENGINEER TO ACCOMMODATE PHASING OF CONSTRUCTION, EMERGENCY ACCESS AND PEDESTRIAN INGRESS/EGRESS AS NECESSARY. CORING HOLES FOR POSTS IS NOT PERMITTED IN EXISTING PAVEMENT TO REMAIN. 9. ALL CONSTRUCTION ACCESS ROADWAYS AND GRADING SHOWN SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE END OF CONSTRUCTION WHEN THE ROADS SHALL BE REMOVED AND THE SITE RESTORED TO EXISTING CONDITIONS OR FINAL SITE CONDITION AS INDICATED IN THE CONSTRUCTION DRAWINGS.. 10. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF ALL EXISTING TREES TO REMAIN. PREVENT ANY DISTURBANCE OF EXISTING TREES. PROTECT EXISTING TREES TO REMAIN AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK, SMOTHERING TREES STOCKPILING EXCAVATION AND CONSTRUCTION MATERIALS OR PARKING VEHICLES WITHIN THE DRIP LINE. ANY DAMAGE BY CONTRACTOR TO EXISTING TREES TO REMAIN SHALL BE REPAIRED/REPLACED AT NO COST TO THE OWNER. 11. CLEANLY SAWCUT PAVEMENT AT THE JOINT CLOSEST TO WHERE INDICATED ON DRAWINGS TO THE FULL PAVEMENT DEPTH. 12.EXISTING LANDSCAPE PLANTINGS REQUIRE CAREFUL, SELECTED REMOVALS. TREES FOR REMOVAL WILL BE FLAGGED BY OWNER. REVIEW TREE REMOVALS WITH ARCHITECT/ENGINEER, PRIOR TO DEMOLITION, AND PROCEED AS DIRECTED. 13. COORDINATE STAGING, STOCKPILE ZONES, AND CONSTRUCTION FENCING WITH THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. 14. ALL ASH TREES ON SITE WILL BE CLEARED BY OWNER, PRIOR TO CONSTRUCTION. 15. DUE TO THE SENSITIVE NATURE OF THE FINE-GRAINED (CLAY) SOILS OBSERVED AT THE SITE, TRAVEL ON THE SUBGRADES WITH CONSTRUCTION EQUIPMENT SHOULD BE MINIMIZED. 16. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT -OF-WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER SUBJECT TO REVIEW AND APPROVAL BY THE CITY. 17. 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. N Site Preparation Plan 0'80'40'20' SCALE: 1" = 40' C105 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 3 1 7 5 134 4 4 CULVERT PROTECTION SEE SWPP PLANS 8 2 14 1413 14 2 3 4 5 6 7 8 11 12 13 9 10 1 14 24.00'150.00'STABILIZED CONSTRUCTION ENTRANCE 2 14 MATCHLINE: SEE SHEET C105MATCHLINE: SEE SHEET C108LIMITS OF WORK SILT FENCE FULL DEPTH PAVEMENT AND BASE REMOVAL TREE REMOVAL TREE PROTECTION FENCE REMOVE ITEM FENCE & GATE REMOVAL CLEARING AND GRUBBING CLEARING AND GRUBBING WITH ROOT PRUNING UNDERSTORY VEGETATION CLEARING REMOVE & SALVAGE ITEM PROTECT ITEM SAWCUT PAVEMENT TEMPORARY CONSTRUCTION FENCE N Site Preparation Plan 0'80'40'20' C106 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 7 SITE PREPARATION NOTES SITE PREPARATION LEGEND 1. SEE SHEET C105 FOR SITE PREPARATION NOTES. SCALE: 1" = 40' 1 5 8 7 10 9 4 2 3 4 5 6 7 8 11 12 13 9 10 1 14 2 MATCHLINE: SEE SHEET C108 MATCHLINE: SEE SHEET C105LIMITS OF WORK SILT FENCE FULL DEPTH PAVEMENT AND BASE REMOVAL TREE REMOVAL TREE PROTECTION FENCE REMOVE ITEM FENCE & GATE REMOVAL CLEARING AND GRUBBING CLEARING AND GRUBBING WITH ROOT PRUNING UNDERSTORY VEGETATION CLEARING REMOVE & SALVAGE ITEM PROTECT ITEM SAWCUT PAVEMENT TEMPORARY CONSTRUCTION FENCE N Site Preparation Plan 0'80'40'20' C107 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 6 6 6 REMOVE GARAGES REMOVE EXISTING HOUSE AND ALL SUBSURFACE ELEMENTS (INCLUDING SEPTIC TANK). BACKFILL WITH ENGINEERED FILL REMOVE GAZEBO REMOVE BARN SITE PREPARATION NOTES SITE PREPARATION LEGEND 1. SEE SHEET C105 FOR SITE PREPARATION NOTES. SCALE: 1" = 40' 7 7 7 7 3 2 1 7 2 5 14 13 2 3 4 5 6 7 8 11 12 13 9 10 1 14 6 STABILIZED CONSTRUCTION ENTRANCE 24.00'150.00' MATCHLINE: SEE SHEET C108MATCHLINE: SEE SHEET C107 MATCHLINE: SEE SHEET C108MATCHLINE: SEE SHEET C106LIMITS OF WORK SILT FENCE FULL DEPTH PAVEMENT AND BASE REMOVAL TREE REMOVAL TREE PROTECTION FENCE REMOVE ITEM FENCE & GATE REMOVAL CLEARING AND GRUBBING CLEARING AND GRUBBING WITH ROOT PRUNING UNDERSTORY VEGETATION CLEARING REMOVE & SALVAGE ITEM PROTECT ITEM SAWCUT PAVEMENT TEMPORARY CONSTRUCTION FENCE N Site Preparation Plan 0'80'40'20' C108 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SITE PREPARATION NOTES SITE PREPARATION LEGEND 1. SEE SHEET C105 FOR SITE PREPARATION NOTES. SCALE: 1" = 40' 7 7 2 3 4 5 6 7 8 11 12 13 9 10 1 14 1 BP: 10+00.00 PC: 10+51.93 PT: 11+42.40 PC: 11+90.51 P R C : 1 3 + 1 4 . 0 7 PT: 14 + 9 0. 58 PI: 15 + 3 5. 40 PI: 16 + 98.6 7 EP: 17+66.5410+00 11+00 12+00 13 + 0 0 14+00 15+0016+0017+0017+67MATCHLINE: SEE SHEET C111MATCHLINE: SEE SHEET C110 LIMITS OF WORK ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT STABILIZED AGGREGATE TRAIL ENGINEERED WOOD CHIP SURFACING CONCRETE CURB AND GUTTER CURB TRANSITION FLUSH CURB AND GUTTER CONCRETE BARRIER CURB SPILLWAY CONTROL JOINT ISOLATION (EXPANSION) JOINT STONE BENCH VEHICULAR LIGHT POLE CONCRETE WHEEL STOP TRASH RECEPTACLE RECYCLING CONTAINERS BENCH DETECTABLE WARNING STRIP LAYOUT & MATERIALS NOTES 1.THE LAYOUT OF FACILITIES SHOWN ON THESE DRAWINGS ARE BASED ON THE HORIZONTAL AND VERTICAL CONTROL SYSTEM ESTABLISHED BY THE SURVEY. 2. THE LAYOUT OF TRAILS IS APPROXIMATE AND WILL BE STAKED BY OWNER, REVIEWED AND REVISED / ADJUSTED BY ENGINEER IN ORDER TO AVOID / PROTECT TREE OBSTRUCTIONS PRIOR TO CONSTRUCTION. 3. SITE COORDINATES ARE SHOWN FOR CONSTRUCTION BASELINES AND KEY FEATURES ONLY. AN ELECTRONIC COPY OF AN AUTOCAD 2010 DRAWING FILE WILL BE PROVIDED TO THE SUCCESSFUL BIDDER FOR LAYOUT OF PROPOSED FACILITIES DESIGNED BY ENGINEER AND SHOULD BE USED ONLY FOR THOSE FACILITIES. NO GUARANTEE IS MADE BY ENGINEER FOR THE ACCURACY OF WORK PROVIDED BY OTHERS. 4. IN THE EVENT OF ANY DISCREPANCIES BETWEEN THESE CONTRACT DOCUMENTS AND THE ELECTRONIC FILES, THE CONTRACT DRAWINGS WILL CONTROL. NOTIFY THE ENGINEER IMMEDIATELY WHEN ANY DISCREPANCY IS NOTED. 5. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE LAYOUT AS DIRECTED BY THE ENGINEER TO ENSURE PROPER CONNECTION TO EXISTING FACILITIES. 6. ALL DIMENSIONS MUST BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE ARCHITECT/ENGINEER IMMEDIATELY. 7. CONTRACTOR SHALL SET AUXILIARY BENCHMARKS AS REQUIRED TO LAYOUT AND CONSTRUCT WORK. 8. CONTRACTOR TO CONFIRM LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 9.PAVING RADII SHALL BE FORMED COMPLETELY AND SMOOTHLY TRANSITION INTO TANGENTS AND ADJOINING LINES. FLAT CURVE SEGMENTS IN HORIZONTAL LAYOUT SHALL BE REMOVED AND REPLACED AT NO COST TO OWNER. 10.REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) 2016 EDITION FOR SIGN PANEL GUIDELINES, LAYOUT GUIDELINES, AND REFERENCES. REFER TO INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) 2016 STANDARD SPECIFICATION SECTION 802 FOR SIGNS AND SECTION 808 FOR PAVEMENT MARKINGS. REFER TO INDOT STANDARD DRAWING (E 802-SNGS-05, E 802-SNGS-06) FOR SIGN REFLECTORIZATION SCHEDULE, STANDARD DRAWING (E 802-SNGS-09, E 802-SNGS-10) FOR STEEL SIGN POSTS SIZES AND DATA. 11. ALL PAVEMENT AREAS SHALL BE PROOF-ROLLED UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER, ENGAGED BY THE CONTRACTOR FROM AN APPROVED LIST BY OWNER, PRIOR TO THE PLACEMENT OF BASE MATERIALS AND PAVING MATERIALS. GEOTECHNICAL ENGINEER TO DIRECT CONTRACTOR ON SUBGRADE PREPARATION REQUIRED BASED ON FIELD OBSERVATIONS, SPECIFICATIONS AND GEOTECHNICAL REPORT RECOMMENDATIONS. 12. HATCH PATTERNS ARE FOR REFERENCE ONLY. HATCHES DO NOT REPRESENT DIRECTIONAL LAYOUT OR PATTERN OF MATERIALS. CONTRACTOR SHALL PREPARE A MOCK-UP IN THE FIELD FOR APPROVAL BY ARCHITECT/ENGINEER. REFER TO SPECIFICATIONS FOR MOCK-UP REQUIREMENTS. 13. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. N Layout and Materials Plan 0'80'40'20' SCALE: 1" = 40' C109 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 LEGEND CONCRETE PAVEMENT, TYP. FLUSH CURB AND GUTTER, TYP. PRECAST ARCH CULVERT CONNECT TO EXISTING TRAIL HEAVY DUTY CONCRETE PAVING 22.0 0 ' TY P . 2 C502 5 C507 4 C502 2 C503 ENTRY CULVERT1 C507 WOOD GUARDRAIL 1 C504 PEDESTRAIN GUARDRAIL3 C504 R42.44'R545.11'SEE ENLARGEMENT SHEET C401 SEE ENLARGEMENT SHEET C404 CONNECT TO EXISTING TRAIL WOOD GUARDRAIL1 C504 LIMESTONE BOULDERS, TYP.5 C508 REPAIR EXISTING ROADWAY ASPHALT IMPACTED BY NEW DRIVE INSTALLATION. SEE NOTE #13 ON THIS SHEET. LIMITS OF WORK MATCHLINE: SEE SHEET C109MATCHLINE: SEE SHEET C112LIMITS OF WORK ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT STABILIZED AGGREGATE TRAIL ENGINEERED WOOD CHIP SURFACING CONCRETE CURB AND GUTTER CURB TRANSITION FLUSH CURB AND GUTTER CONCRETE BARRIER CURB SPILLWAY CONTROL JOINT ISOLATION (EXPANSION) JOINT STONE BENCH VEHICULAR LIGHT POLE CONCRETE WHEEL STOP TRASH RECEPTACLE RECYCLING CONTAINERS BENCH DETECTABLE WARNING STRIP N Layout and Materials Plan 0'80'40'20' C110 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 LAYOUT & MATERIALS NOTES 1. SEE SHEET C109 FOR LAYOUT AND MATERIALS NOTES. 2.SEE EXISTING CONDITIONS FOR TREE SIZE AND SPECIES. SCALE: 1" = 40' LEGEND SEE ENLARGEMENT SHEET C403 LIMITS OF WORK 900905901902903904900 900 905 897897 898 898 899899 901 901 902 902 903 903 904 904901902 903 8 9 5 9 0 0 8 9 3 8 9 4 89 6 8 9 6 897898 89 9 9 0 1 900897898899901 896 897898898899899905902 903904906907905904906905 906 905 902903904906900899901902902895 895 900 892893894 896897 898 899 901 901 89589590089289289389389489689789889989589590089 2 8 9 3 8 9 4 896897898899902903904905906 906 9059 0 6 906906 906 905906898 899 898 8999009019059049029 0 3 900 899 5.2% 25.0% 905 90 5 90290390290224.5%4.9% 900 900 897897898 898 899 899 901 901 902 903 33.3%33.3%25.0%MATCHLINE: SEE SHEET C114 MATCHLINE: SEE SHEET C1154.0:15. 8 : 1 6 . 0 : 1 w w w PS wD co co co co D D co ww w EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED BACK OF CURB ELEV. PROPOSED EDGE OF PAVEMENT ELEV. PROPOSED BACK OF SIDEWALK ELEV. GRADE BREAK LINE SLOPE ARROW LIMITS OF WORK EMERGENCY OVERFLOW PATH 26.13 25 26 26.13 25 26 1.6% B/C 26.13 E/P 26.13 B/S 26.13 GATE VALVE BOX FIRE HYDRANT ASSEMBLY TAPPING SLEEVE CLEANOUT GRINDER PUMP STATION STORM STRUCTURE INLET YARD DRAIN FLARED END SECTION WATER MAIN DIRECTIONAL BORING SANITARY SEWER FORCE MAIN STORM SEWER UNDERDRAIN NATURAL GAS LINE COMPRESSED AIR LINE WET POND AERATION COMPRESSOR CABINET AERATION REMOTE MANIFOLD AERATION MEMBRANE DIFFUSOR co w D PS TS SHEET NOTES GRADING SYMBOLS 1.BEFORE ANY EXCAVATION ON THE SITE, CALL I.U.P.P.S. (INDIANA UNDERGROUND PLANT PROTECTION SERVICE) @ 1-800-382-5544 TO LOCATE ANY EXISTING UTILITIES ON THE SITE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL BURIED UTILITIES IN THE AREAS OF WORK BEFORE STARTING OPERATIONS. THE CONTRACTOR SHALL BE LIABLE FOR THE COST OF REPAIRING OR REPLACING ANY BURIED CONDUIT, CABLES, OR PIPING DAMAGED DURING THE INSTALLATION OF THIS WORK. 2.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF EXISTING UNDERGROUND UTILITIES AND MANHOLES PRIOR TO THE START OF ANY SEWER CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER. 3.ADJUST ALL UTILITY STRUCTURE RIMS TO MEET PROPOSED FINISH GRADE, UNLESS NOTED OTHERWISE. 4.GRADES SHALL SLOPE TO DRAIN, BE FREE OF DEPRESSIONS OR OTHER IRREGULARITIES AFTER COMPACTION OF SOIL AND INSTALLATION OF PAVEMENT, AND SHALL BE UNIFORM IN SLOPE BETWEEN THE ELEVATIONS INDICATED. 5.ALL NON-PAVED SURFACES MUST HAVE A MINIMUM GRADE OF 2%, INCLUDING GRADING TOLERANCES. ANY STANDING WATER ON PAVEMENT WILL REQUIRE CORRECTIVE ACTION BY THE CONTRACTOR WITH NO COST TO THE OWNER. 6.ALL BOARDWALK AND PAVED SURFACES MUST HAVE A MINIMUM GRADE OF 1% SLOPES ON PARKING LOT, TRAIL, PLAZA, BOARDWALK AND WALK SURFACES SHALL NOT EXCEED 5%, INCLUDING GRADING TOLERANCES, WITH THE EXCEPTION OF CURB RAMP LOCATIONS. CROSS-SLOPES ON ALL PAVED SURFACES SHALL NOT EXCEED 2%, INCLUDING GRADING TOLERANCES. ANY PROPOSED GRADES WHICH DO NOT MEET THE AFOREMENTIONED SLOPES REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. PAVED SURFACES FOUND TO BE IN NON-CONFORMANCE WITH SLOPE REQUIREMENTS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO OWNER. DIRECT QUESTIONS OF ADA/ADAAG COMPLIANCE TO THE ARCHITECT/ENGINEER FOR RESOLUTION. 7.FINISH GRADES SHALL MEET EXISTING AT LIMIT OF GRADING. 8.EXISTING TOPSOIL, VEGETATION AND ORGANIC MATERIALS SHALL BE STRIPPED AND REMOVED FROM PROPOSED PAVEMENT AREAS PRIOR TO PLACEMENT OF BASE MATERIALS. 9.FILL AREAS SHALL BE MACHINE COMPACTED IN UNIFORM LIFTS NOT EXCEEDING 9 INCHES THICK TO 95% MAXIMUM DENSITY (MODIFIED PROCTOR). 10.TRANSITIONS BETWEEN CURB TYPES SHALL BE 6' UNLESS OTHERWISE NOTED. 11.FINISHED SURFACES SHALL BE SMOOTH AND EVEN WITH NO ABRUPT OR AWKWARD CHANGES IN GRADE. 12.OWNER OR ARCHITECT/ENGINEER RESERVES THE RIGHT TO MAKE MINOR ADJUSTMENTS IN LINES AND GRADES AS THE WORK PROGRESSES, WHENEVER SUCH CHANGES ARE CONSIDERED NECESSARY TO BETTER ACCOMPLISH THE DESIGN INTENT OR TO OBTAIN A BETTER BALANCE OF CUT AND FILL. INTENT OF DESIGN IS TO BALANCE EARTHWORK ON-SITE. 13.VERTICAL COORDINATE INFORMATION SHOWN HEREON IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). VERTICAL COORDINATE INFORMATION SHOWN HEREON IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83). 14.NO EXISTING 100 YEAR FLOODPLAINS, FLOODWAY FRINGES, OR FLOODWAYS EXIST WITHIN EXISTING SITE OR EXISTING SURVEY LIMITS, PER FEMA FIRM PANEL 18057C0205G, DATED 11/19/2014. 15.SEE SHEET C121 FOR PROPOSED DETENTION SYSTEM SUMMARY. N Grading Plan 0'80'40'20' SCALE: 1"=40' C113 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 SEE GRADING ENLARGEMENT SHEET C408 SEE GRADING ENLARGEMENT SHEET C407 SEE GRADING ENLARGEMENT SHEET C405 FFE=907.00 UTILITY SYMBOLS PROPOSED VEGETATED FILTER STRIP WITH INFILTRATION TRENCH (SEE SHEET C121 FOR ADDITIONAL INFORMATION) DETENTION BASIN TYPICAL H.W.E.: 899.00 (SEE SHEET C121 FOR ADDITIONAL INFORMATION) PROPOSED WET POND BMP/WET DETENTION POND TYPICAL H.W.E.: 897.50 (SEE SHEET C121 FOR ADDITIONAL INFORMATION) PROPOSED WET POND BMP/WET DETENTION POND TYPICAL H.W.E.: 897.00 (SEE SHEET C121 FOR ADDITIONAL INFORMATION) PROPOSED WET POND BMP/WET DETENTION POND TYPICAL H.W.E.: 897.00 (SEE SHEET C121 FOR ADDITIONAL INFORMATION) 7 C514 1 STORMWATER PERMIT RESUBMIT 05/04/181 902MATCHLINE: SEE SHEET C113MATCHLINE: SEE SHEET C116S co co coco EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED BACK OF CURB ELEV. PROPOSED EDGE OF PAVEMENT ELEV. PROPOSED BACK OF SIDEWALK ELEV. GRADE BREAK LINE SLOPE ARROW LIMITS OF WORK EMERGENCY OVERFLOW PATH 26.13 25 26 26.13 25 26 1.6% B/C 26.13 E/P 26.13 B/S 26.13 GATE VALVE BOX FIRE HYDRANT ASSEMBLY TAPPING SLEEVE CLEANOUT GRINDER PUMP STATION STORM STRUCTURE INLET YARD DRAIN FLARED END SECTION WATER MAIN DIRECTIONAL BORING SANITARY SEWER FORCE MAIN STORM SEWER UNDERDRAIN NATURAL GAS LINE COMPRESSED AIR LINE WET POND AERATION COMPRESSOR CABINET AERATION REMOTE MANIFOLD AERATION MEMBRANE DIFFUSOR co w D PS TS N Grading Plan 0'80'40'20' C114 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 SHEET NOTES GRADING SYMBOLS 1.SEE SHEET C113 FOR GRADING NOTES. SCALE: 1" = 40' SEE GRADING ENLARGEMENT SHEET C407 UTILITY SYMBOLS 1 STORMWATER PERMIT RESUBMIT 05/04/181 904MATCHLINE: SEE SHEET C116 MATCHLINE: SEE SHEET C113EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED BACK OF CURB ELEV. PROPOSED EDGE OF PAVEMENT ELEV. PROPOSED BACK OF SIDEWALK ELEV. GRADE BREAK LINE SLOPE ARROW LIMITS OF WORK EMERGENCY OVERFLOW PATH 26.13 25 26 26.13 25 26 1.6% B/C 26.13 E/P 26.13 B/S 26.13 GATE VALVE BOX FIRE HYDRANT ASSEMBLY TAPPING SLEEVE CLEANOUT GRINDER PUMP STATION STORM STRUCTURE INLET YARD DRAIN FLARED END SECTION WATER MAIN DIRECTIONAL BORING SANITARY SEWER FORCE MAIN STORM SEWER UNDERDRAIN NATURAL GAS LINE COMPRESSED AIR LINE WET POND AERATION COMPRESSOR CABINET AERATION REMOTE MANIFOLD AERATION MEMBRANE DIFFUSOR co w D PS TS N Grading Plan 0'80'40'20' SCALE: 1" = 40' C115 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 SHEET NOTES GRADING SYMBOLS 1.SEE SHEET C113 FOR GRADING NOTES. UTILITY SYMBOLS 1 STORMWATER PERMIT RESUBMIT 05/04/181 1 3 4 4 6" DI 6" DIMATCHLINE: SEE SHEET C118 MATCHLINE: SEE SHEET C119900905901902903904900 900 905 897897 898 898 899899 901 901 902 902 903 903 904 904901902 903 8 9 5 9 0 0 8 9 3894 8 9 6 89 6 897898 8 9 9 9 0 1 900897898899901 896 897898898899899905902 903904906907905904906905 906 905 902903904906900899901902902895 895 900 892893894 896897 898 899 901 901 89589590089289289389389489689789889989589590089 2 8 9 3 8 94 896897898899902903904905906 906 9059 0 6 906906 906 905906898 899 898 8999009019059049029 0 3 900 899 5.2% 25.0% 905 90 5 90290390290224.5%4.9% 900 900 897897898 898 899 899 901 901 902 903 33.3%33.3%25.0%6" DI 6 5 1 8 2 LF - 12 " D I @ 1 .0 1% w w w PS STM-CB-01 RIM: 905.50' 12" SE INV: 901.50' STM-CB-02 RIM: 905.25' 12" SW INV: 901.90' STM-CB-04 RIM: 905.25' 12" NE INV: 901.05' 12" S INV: 900.95' 48 LF - 12" PVC @ 0.83% STM-END-01 12" N INV: 900.10'174 LF - 12" CLASS III RCP @ -0.49%STM-END-02 12" NW INV: 899.29' STM-END-03 12" S INV: 899.00' STM-END-04 12" N INV: 898.50' 34 LF - 12" PVC @ 0.50% STM-END-05 12" E INV: 897.20' STM-END-06 12" W INV: 897.00' 30 LF - 12" PVC @ 0.66%wSTM-CB-05 RIM: 903.89' 12" SW INV: 900.14' D 147 LF - 12" DI @ 0.33 % STM-CB-06 RIM: 901.63' 12" S INV: 897.88' STM-END-09 12" N INV: 897.05' 156 LF - 12" PVC @ 0.33% STM-END-07 12" E INV: 897.00' STM-END-08 12" SW INV: 896.73' 15 LF - 12" DI @ 0.54% STM-MH-01 RIM: 904.09' 12" NW INV: 899.65' 12" NE INV: 899.65' 12" SE INV: 899.55' STM-CB-03 RIM: 905.50' 12" NE INV: 901.50' 12" SW INV: 901.40' 45 LF - 12" PVC @ 0.78% 6 5 L F - 1 2 " C L A S S I I I R C P @ 0 . 4 0% STM-CB-07 RIM: 901.11' 12" N INV: 897.36' 12" S INV: 897.26' 64 LF - 12" DI @ 0.33% STM-END-11 (2) W INV. 897.31 STM-END-12 (2) E INV. 896.83 (2) 48 LF - 14"x23" ELLIPTICAL RCP @ 1.00% co co co co D STM-RESTRICTOR-01 RIM: 903.83' 12" N INV: 898.83' 12" S INV: 898.73' D STM-RESTRICTOR-02 RIM: 900.91' 12" W INV: 896.92' 12" NE INV: 896.82' 47 LF - 12" PVC @ 0.49% 16 LF - 12" DI @ 0.57%46 LF - 12" PVC @ 0.66%STM-END-11 12" N INV: 901.20' STM-END-10 12" S INV: 901.50' co ww w 8 6" DI6" DI6" D I 7 1 9 10 6" D I6" DI6 " D I 6" DI6" DI112 LF - 6" P V C @ 1.0 % 12 13 15 14 16 15 16 16 16 GATE VALVE BOX FIRE HYDRANT ASSEMBLY TAPPING SLEEVE CLEANOUT GRINDER PUMP STATION STORM STRUCTURE INLET YARD DRAIN FLARED END SECTION WATER MAIN DIRECTIONAL BORING co w D PS TS SCHEMATIC GAS LINE ROUTING SHOWN. FINAL SIZING, DESIGN, AND INSTALLATION TO BE PER VECTREN. CONTRACTOR TO COORDINATE FORMAL DESIGN AND SITE READY DATE FOR VECTREN INSTALLATION. OWNER TO DIRECTLY PAY VECTREN FOR SERVICE INSTALLATION, AS APPLICABLE. EXISTING SANITARY MANHOLE. DIRECT FORCE MAIN CONNECTION INTO FLOWLINE IN THE DOWNSTREAM DIRECTIONS. SEE DETAIL 3 SHEET C512. GRINDER PUMP STATION. SEE DETAIL 1 SHEET C510. 2" WATER METER TO BE LOCATED INSIDE BUILDING. PLUMBING PLANS TO BE SUBMITTED WITH ARCHITECTURAL PERMIT SET. WET TAP ON 16" PVC WATER MAIN. JACK-AND-BORE 14" DI CASING PIPE UNDER 116TH STREET, 60 LF. INSTALL PROPOSED 6" DI WATER MAIN THROUGH CASING PIPE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS, SECTION 716. FIRE HYDRANT ASSEMBLY. FIRE HYDRANT ASSEMBLY. FIRE-DEPARTMENT CONNECTION TO BE LOCATED NEARBY BY ARCHITECT. PRECAST CONCRETE ARCH CULVERT, SEE DETAIL 1, SHEET C507.1 ENTRANCE CULVERT, SEE DETAIL 1, SHEET C507 ALL STORM SEWER DAYLIGHTS TO PROPOSED BASINS AND DITCHES TO TERMINATE WITH PRECAST CONCRETE FLARED END-SECTIONS WITH RIPRAP BEDDING, SEE UTILITY DETAILS, SHEET C511. HORIZONTAL DIRECTIONAL DRILL TO SANITARY MANHOLE, 767 LF. THREE TRACER WIRES SHALL BE INSTALLED ALONG ALL DIRECTIONALLY DRILLED PIPE. ALL TRACE WIRE TERMINATION POINTS MUST UTILIZE A TRACER WIRE ACCESS STATION. SEE DETAIL 4, SHEET 512 FOR MATERIAL SPECIFICATIONS AND ACCESS STATION DETAIL. AIR COMPRESSOR AND COMPRESSOR CABINET, TO BE KEETON INDUSTRIES QUIETLINE KR-4DP (1/2 HP COMPRESSOR, 50 PSI MAX PRESSURE, 115V. WITH ALL-WEATHER TAN COLOR CABINET WITH SOUND-REDUCTION PACKAGE AND A.S.T.M.-RATED FOAM, AND BLUE ANODIZED ALUMINUM 4 VALVE COOLING MANIFOLD) OR EQUIVALENT TO BE APPROVED BY ENGINEER. KEETON INDUSTRIES RM-4 REMOTE DISTRIBUTION MANIFOLD ENCLOSED IN 19" X 14" X 7.5" IRRIGATION VALVE BOX, OR EQUIVALENT TO BE APPROVED BY ENGINEER. DIRECT-BURY COMPRESSED AIR TUBING. TUBING FROM COMPRESSOR CABINET TO REMOTE MANIFOLD TO BE 3/4" POLYPIPE FLEXIBLE TUBING AT 3' MINIMUM COVER. TUBING FROM REMOTE MANIFOLD TO DIFFUSER UNITS TO BE KEETON INDUSTRIES SELF-WEIGHTED FEEDER TUBING (0.50" INSIDE DIA. x 1.00" OUTSIDE DIA.) AT 3' MINIMUM COVER, OR EQUIVALENT TO BE APPROVED BY ENGINEER. KEETON INDUSTRIES DURAPLATE MEMBRANE DIFFUSOR, OR EQUIVALENT TO BE APPROVED BY ENGINEER. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.WATER MAINS TO HAVE 4.5 FEET OF COVER MINIMUM. 2.SANITARY FORCE MAIN TO HAVE 4.5 FT OF COVER MINIMUM. 3.ALL WATER LINES TO BE INSTALLED WITH TRACER WIRE AND BLUE REFLECTIVE WARNING TAPE LOCATED 18" ABOVE WATER LINE. 4.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. 5.PROPOSED STORMWATER MANAGEMENT SYSTEM IS TO BE UNDER THE PRIVATE OWNERSHIP OF THE OWNER. 6.VERTICAL COORDINATE INFORMATION SHOWN HEREON IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 7.NO EXISTING 100 YEAR FLOODPLAINS, FLOODWAY FRINGES, OR FLOODWAYS EXIST WITHIN EXISTING SITE OR EXISTING SURVEY LIMITS, PER FEMA FIRM PANEL 18057C0205G, DATED 11/19/2014. 8.SEE SHEET C121 FOR PROPOSED DETENTION SYSTEM SUMMARY. SANITARY SEWER FORCE MAIN STORM SEWER UNDERDRAIN NATURAL GAS LINE COMPRESSED AIR LINE WET POND AERATION COMPRESSOR CABINET AERATION REMOTE MANIFOLD AERATION MEMBRANE DIFFUSOR SHEET NOTES UTILITY SYMBOLS N Utilities Plan 0'80'40'20' SCALE: 1" = 40' C117 DESCRIPTIVE KEYED NOTES SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 PROPOSED VEGETATED FILTER STRIP WITH INFILTRATION TRENCH (SEE SHEET C121 FOR ADDITIONAL INFORMATION) 7 C514 122 LF - 6" PERFORATED HDPE UNDERDRAIN @ 0.5% 3 C510 55 LF - 6" HDPE @ 1.0% 6" W INV: 898.40' EXISTING POND TYPICAL H.W.E.: 895.5± STRUCTURE NAME RIM ELEVATION FRAME AND GRATE TYPE STRUCTURE DIAMETER STRUCTURE TABLE STM-CB-01 905.50 NEENAH R-2548 2.0' STRUCTURE CONNECTIONS SE 12" INV. 901.50 STM-CB-02 905.25 NEENAH R-2548 2.0'SW 12" INV. 901.90 STM-CB-03 905.50 NEENAH R-2548 2.0'NE 12" INV. 901.50 SW 12" INV. 901.40 STM-CB-04 905.25 NEENAH R-2548 2.0'NE 12" INV. 901.05 SW 12" INV. 900.95 903.89 NEENAH R-3501-N 2.0'SW 12" INV. 900.14 STM-CB-06 901.63 NEENAH R-2548 2.0'W 6" INV. 898.40 S 12" INV. 897.88 STM-CB-07 901.11 NEENAH R-2548 2.0'N 12" INV. 897.36 S 12" INV. 897.26 STM-MH-01 904.09 NEENAH R-1642A 4.0'NW 12" INV. 900.65 NE 12" INV. 900.65 SE 12" INV. 900.55 DETENTION BASIN TYPICAL H.W.E.: 899.00 (SEE SHEET C121 FOR ADDITIONAL INFORMATION) PROPOSED WET POND BMP/WET DETENTION POND TYPICAL H.W.E.: 897.50 (SEE SHEET C121 FOR ADDITIONAL INFORMATION) PROPOSED WET POND BMP/WET DETENTION POND TYPICAL H.W.E.: 897.00 (SEE SHEET C121 FOR ADDITIONAL INFORMATION) PROPOSED WET POND BMP/WET DETENTION POND TYPICAL H.W.E.: 897.00 (SEE SHEET C121 FOR ADDITIONAL INFORMATION) FLOW RESTRICTOR FLOW RESTRICTOR FIRE-DEPARTMENT CONNECTION DRINKING FOUNTAIN (SEE PLUMBING DRAWING FOR SERVICE CONNECTIONS) UTILITY CROSSING (NATURAL GAS LINE) UTILITY CROSSING (WATER MAIN, MAINTAIN 18" VERTICAL CLEAR DISTANCE BETWEEN STORM SEWER AND WATER MAIN) 26 LF - 6" PVC @ 1.0% (SEE PLUMBING DRAWING FOR CONTINUATION) 3 . 0 0 ' BORING PIT BORING PIT STM-CB-05 STM-RESTRICTOR-01 903.83 NEENAH R-1642A 4.0'N 12" INV. 898.83 S 12" INV. 898.73 STM-RESTRICTOR-02 900.91 NEENAH R-1642A 4.0'W 12" INV. 896.92 E 12" INV. 896.82 BUILDING DOWNSPOUT LOCATION CONVEYANCE WEIR REINFORCEMENT 8 C508 BUILDING DOWNSPOUT LOCATION UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM LENGTH MATERIAL D (IN) STRUCTURE STRUCTURE INVERT INVERT (FEET) STM-CB-01 STM-MH-01 901.50 899.65 182 DI 12 STM-CB-02 STM-CB-03 901.90 901.50 48 PVC 12 STM-CB-03 STM-CB-04 901.40 901.05 45 PVC 12 STM-CB-04 STM-END-01 900.95 900.10 174 RCP 12 STM-CB-05 STM-MH-01 900.14 899.65 147 DI 12 STM-MH-01 STM-END-02 899.55 899.29 65 RCP 12 STM-END-10 STM-END-11 901.50 901.20 46 PVC 12 STM-END-03 STM-RESTRICTOR-01 899.00 898.83 34 PVC 12 STM-RESTRICTOR-01 STM-END-04 898.83 898.50 47 PVC 12 STM-END-05 STM-END-06 897.20 897.00 30 PVC 12 STM-END-07 STM-RESTRICTOR-02 897.00 896.92 15 PVC 12 STM-RESTRICTOR-02 STM-END-08 896.82 896.73 16 PVC 12 STM-CB-06 STM-CB-07 897.88 897.36 156 PVC 12 STM-CB-07 STM-END-09 897.26 897.05 64 DI 12 STM-END-10 STM-END-11 897.31 896.83 48 RCP 14X23 (2) DETAIL REFERENCE C511, 1 C511, 1 C511, 1 C511, 1C511, 1 C511, 1 C511, 1 C511, 1 C511, 2 C511, 6 C511, 6 6"X21 2" DI REDUCER (DOMESTIC SERVICE) 6"X4" DI REDUCER 1 STORMWATER PERMIT RESUBMIT 04/13/18 2 1 1 1 1 6"X4" DI REDUCER (FIRE SERVICE) MUELLER 6" POST-INDICATOR VALVE WITH ADJUSTIBLE INDICATOR POST, OR EQUIVALENT TO BE APPROVED BY ENGINEER 6"X6" DI TEE STORMWATER PERMIT RESUBMIT 05/04/18 2 2" HDPE DR11 FORCE MAIN2 MATCHLINE: SEE SHEET C117MATCHLINE: SEE SHEET C120902S co co coco 12 SCHEMATIC GAS LINE ROUTING SHOWN. FINAL SIZING, DESIGN, AND INSTALLATION TO BE PER VECTREN. CONTRACTOR TO COORDINATE FORMAL DESIGN AND SITE READY DATE FOR VECTREN INSTALLATION. OWNER TO DIRECTLY PAY VECTREN FOR SERVICE INSTALLATION, AS APPLICABLE. EXISTING SANITARY MANHOLE. DIRECT FORCE MAIN CONNECTION INTO FLOWLINE IN THE DOWNSTREAM DIRECTIONS. SEE DETAIL 3 SHEET C512. GRINDER PUMP STATION. SEE DETAIL 1 SHEET C510. 2" WATER METER TO BE LOCATED INSIDE BUILDING. PLUMBING PLANS TO BE SUBMITTED WITH ARCHITECTURAL PERMIT SET. WET TAP ON 16" PVC WATER MAIN. JACK-AND-BORE 14" DI CASING PIPE UNDER 116TH STREET, 60 LF. INSTALL PROPOSED 6" DI WATER MAIN THROUGH CASING PIPE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS, SECTION 716. FIRE HYDRANT ASSEMBLY. FIRE HYDRANT ASSEMBLY. FIRE-DEPARTMENT CONNECTION TO BE LOCATED NEARBY BY ARCHITECT. PRECAST CONCRETE ARCH CULVERT, SEE DETAIL 1, SHEET C507.1 ENTRANCE CULVERT, SEE DETAIL 1, SHEET C507 ALL STORM SEWER DAYLIGHTS TO PROPOSED BASINS AND DITCHES TO TERMINATE WITH PRECAST CONCRETE FLARED END-SECTIONS WITH RIPRAP BEDDING, SEE UTILITY DETAILS, SHEET C511. HORIZONTAL DIRECTIONAL DRILL TO SANITARY MANHOLE, 767 LF. THREE TRACER WIRES SHALL BE INSTALLED ALONG ALL DIRECTIONALLY DRILLED PIPE. ALL TRACE WIRE TERMINATION POINTS MUST UTILIZE A TRACER WIRE ACCESS STATION. SEE DETAIL 4, SHEET 512 FOR MATERIAL SPECIFICATIONS AND ACCESS STATION DETAIL. AIR COMPRESSOR AND COMPRESSOR CABINET, TO BE KEETON INDUSTRIES QUIETLINE KR-4DP (1/2 HP COMPRESSOR, 50 PSI MAX PRESSURE, 115V. WITH ALL-WEATHER TAN COLOR CABINET WITH SOUND-REDUCTION PACKAGE AND A.S.T.M.-RATED FOAM, AND BLUE ANODIZED ALUMINUM 4 VALVE COOLING MANIFOLD) OR EQUIVALENT TO BE APPROVED BY ENGINEER. KEETON INDUSTRIES RM-4 REMOTE DISTRIBUTION MANIFOLD ENCLOSED IN 19" X 14" X 7.5" IRRIGATION VALVE BOX, OR EQUIVALENT TO BE APPROVED BY ENGINEER. DIRECT-BURY COMPRESSED AIR TUBING. TUBING FROM COMPRESSOR CABINET TO REMOTE MANIFOLD TO BE 3/4" POLYPIPE FLEXIBLE TUBING AT 3' MINIMUM COVER. TUBING FROM REMOTE MANIFOLD TO DIFFUSER UNITS TO BE KEETON INDUSTRIES SELF-WEIGHTED FEEDER TUBING (0.50" INSIDE DIA. x 1.00" OUTSIDE DIA.) AT 3' MINIMUM COVER, OR EQUIVALENT TO BE APPROVED BY ENGINEER. KEETON INDUSTRIES DURAPLATE MEMBRANE DIFFUSOR, OR EQUIVALENT TO BE APPROVED BY ENGINEER. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GATE VALVE BOX FIRE HYDRANT ASSEMBLY TAPPING SLEEVE CLEANOUT GRINDER PUMP STATION STORM STRUCTURE INLET YARD DRAIN FLARED END SECTION WATER MAIN DIRECTIONAL BORING SANITARY SEWER FORCE MAIN STORM SEWER UNDERDRAIN NATURAL GAS LINE COMPRESSED AIR LINE WET POND AERATION COMPRESSOR CABINET AERATION REMOTE MANIFOLD AERATION MEMBRANE DIFFUSOR co w D PS TS N Utilities Plan 0'80'40'20' C118 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 SCALE: 1" = 40' SHEET NOTES DESCRIPTIVE KEYED NOTES A.SEE SHEET C117 FOR UTILITY NOTES 279 LF - 6" DUAL-WALLED PERFORATED HDPE UNDERDRAIN @ 0.2% 140 LF - 6" PVC @ 0.5% DAYLIGHT DRAIN, INV.: 900.80 UNDERDRAIN INV.: 901.50 UNDERDRAIN INV.: 902.05 UTILITY SYMBOLS ISSUED FOR CONSTRUCTION 04/02/18 1 1 279 LF - 6" DUAL-WALLED PERFORATED HDPE UNDERDRAIN @ 0.2% STORMWATER PERMIT RESUBMIT 05/04/18 900905901902903904900 900 905 897897898 898 899899 901 901 902 902 903903 904 904901902 903 8 9 5 9 0 0 8 9 3894 896 8 9 6 897898 8 9 9 9 0 1 900897898899901 896 897898898899899905902 903904906907905904906905 906 905 902903904906900899901902902895 895 900 892893894 896897 898 899 901 901 89589590089289289389389489689789889989589590089 2 8 9 3894 896897898899902903904905906 906 9059 0 6 906906 906 905906898 899 898 8999009019059049029 0 3 900 899 5.2% 25.0% 905 90 5 90290390290224.5%4.9% 900 900 897897 898 898 899 899 901 901 902 903 33.3%33.3%25.0%w w w PS wD co co co co D D co ww w 112 LF - 6" P V C @ 1.0 % 25.0% 33.0%17.8%14.8 %24.5%23.0%19.0%24 . 9%18.1%25.0%33.3%33.3%25.0%25.0% 25 . 0 % GATE VALVE BOX FIRE HYDRANT ASSEMBLY TAPPING SLEEVE CLEANOUT GRINDER PUMP STATION STORM STRUCTURE INLET YARD DRAIN FLARED END SECTION WATER MAIN DIRECTIONAL BORING SANITARY SEWER FORCE MAIN STORM SEWER UNDERDRAIN NATURAL GAS LINE COMPRESSED AIR LINE WET POND AERATION COMPRESSOR CABINET AERATION REMOTE MANIFOLD AERATION MEMBRANE DIFFUSOR co w D PS TS 1.POND 1P IS DESIGNED TO MEET THE CITY OF CARMEL'S STANDARDS FOR A DRY-BOTTOM DETENTION BASIN, ALTHOUGH BASIN BOTTOM WILL BE LANDSCAPED IN A MANNER SIMILAR TO THE CITY OF CARMEL'S CONSTRUCTED WETLAND STANDARDS. THIS LANDSCAPED AREA IS TO BE A SITE FEATURE CONSTRUCTED FOR AESTHETIC PURPOSES, AND DUE TO ITS LACK OF A DEFINED PERENNIAL SOURCE OF BASE FLOW, IS NOT COUNTED AS CREDIT TOWARDS WATER QUALITY REQUIREMENTS. 2.VERTICAL COORDINATE INFORMATION SHOWN HEREON IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 3.NO EXISTING 100 YEAR FLOODPLAINS, FLOODWAY FRINGES, OR FLOODWAYS EXIST WITHIN EXISTING SITE OR EXISTING SURVEY LIMITS, PER FEMA FIRM PANEL 18057C0205G, DATED 11/19/2014. 4.MINIMUM FLOOD PROTECTION GRADE: 906.78 (DEFINED BY LOCAL INLET (CB-02, CB-03, CB-04) CLOGGED OVERFLOW H.W.E. ELEVATION. 5.LOWEST PROPOSED ADJACENT STRUCTURE GRADE: 907.00 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED BACK OF CURB ELEV. PROPOSED EDGE OF PAVEMENT ELEV. PROPOSED BACK OF SIDEWALK ELEV. GRADE BREAK LINE SLOPE ARROW LIMITS OF WORK EMERGENCY OVERFLOW PATH 26.13 25 26 26.13 25 26 1.6% B/C 26.13 E/P 26.13 B/S 26.13 POND NORMAL HIGH-WATER ELEVATION EMERGENCY OVERFLOW HIGH-WATER ELEVATION (CLOGGED CONDITION, 100-YEAR EVENT) DESIGN EVENT HIGH-WATER ELEVATION OVERFLOW WEIR FLOW PATH PROPOSED DETENTION EASEMENT PROPOSED BMP EASEMENT PROPOSED ACCESS EASEMENT SHEET NOTES UTILITY SYMBOLS N Detention Plan 0'80'40'20' SCALE: 1" = 40' C121 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 POND 3P PROPOSED VEGETATED FILTER STRIP WITH INFILTRATION TRENCH BOTTOM OF STORAGE MEDIA: 902.20 7 C514 EXISTING POND TYPICAL H.W.E.: 895.5± POND 1P DRY-BOTTOM DETENTION BASIN (SEE NOTE 1) TYPICAL H.W.E.: 899.00 BOTTOM OF ARCHITECTURAL WETLAND: 897.00 POND 1P DRY-BOTTOM DETENTION BASIN (SEE NOTE 1) AREA TREATED -- 3.24 AC.PROV. VOLUME @ WEIR ELEV: 0.93 AF 6" ORIFICE @ ELEV. 898.73 WEIR @ EL. 903.10, TOP OF BANK EL. 904.00 FREQ. INFLOW ALLOWABLE PROPOSED HWE VOL. (CFS)OUTFLOW OUTFLOW ELEV.REQUIRED (CFS) (SEE NOTE 2)(CFS)(AF) 2-YEAR 10.2 N/A 1.1 900.42 0.19 10-YEAR 16.1 N/A 1.4 901.13 0.335 100-YEAR 29.2 N/A 1.8 902.39 0.699 POND 2P WET-BOTTOM DETENTION BASIN AREA TREATED -- 6.10 AC.PROV. VOLUME @ WEIR ELEV: 1.53 AF 6" ORIFICE @ ELEV. 897.00 WEIR @ EL. 899.40, TOP OF BANK EL. 900.90 FREQ. INFLOW ALLOWABLE PROPOSED HWE VOL. (CFS)OUTFLOW OUTFLOW ELEV.REQUIRED (CFS)(CFS)(AF) 2-YEAR 7.3 0.61 0.7 897.8 0.373 10-YEAR 12.5 0.61 0.9 898.23 0.646 100-YEAR 24.5 1.83 1.3 899.14 1.319 POND 3P VEGETATED STRIP AND INFILTRATION TRENCH AREA TREATED -- 0.22 AC.VOLUME PROV. @ WEIR ELEV: 0.03 af NO ORIFICE WEIR @ EL. 905.20 FREQ. INFLOW ALLOWABLE PROPOSED HWE VOL. (CFS)OUTFLOW OUTFLOW ELEV.REQUIRED (CFS)(CFS)(AF) 2-YEAR 0.6 0.02 0 904.85 0.027 10-YEAR 1 0.02 0.1 905.21 0.03 100-YEAR 1.9 0.06 1.9 905.3 0.03 GRADING SYMBOLS DETENTION POND SYMBOLS POND 1P 2-YEAR H.W.E.: 900.42 POND 1P 10-YEAR H.W.E.: 901.13 POND 1P 100-YEAR H.W.E.: 902.39 POND 1P CLOGGED CONDITION 100-YEAR H.W.E.: 903.77 POND 2P WET DETENTION POND, SUB-POND B TYPICAL H.W.E.: 897.00 BOTTOM OF POND ELEV.: 892.00 POND 2P 2-YEAR H.W.E.: 897.80 POND 2P 10-YEAR H.W.E.: 898.23 POND 2P 100-YEAR H.W.E.: 899.14 POND 1P CLOGGED CONDITION 100-YEAR H.W.E.: 899.80 POND 2P WET DETENTION POND, SUB-POND A TYPICAL H.W.E.: 897.00 BOTTOM OF POND ELEV.: 892.00 POND 2P 2-YEAR H.W.E.: 897.80 POND 2P 10-YEAR H.W.E.: 898.23 POND 2P 100-YEAR H.W.E.: 899.14 POND 2P WET DETENTION POND, SUB-POND C TYPICAL H.W.E.: 897.50 BOTTOM OF POND ELEV.: 893.00 POND 2P WET DETENTION POND, SUB-POND A TYPICAL H.W.E.: 897.00 BOTTOM OF POND ELEV.: 892.00 POND 2P 2-YEAR H.W.E.: 897.80 POND 2P 10-YEAR H.W.E.: 898.23 POND 2P 100-YEAR H.W.E.: 899.14 POND 1P RESTRICING STRUCTURE 6" ORIFICE, INV.: 898.73 POND 2P RESTRICING STRUCTURE 6" ORIFICE, INV.: 897.00 POND 1P OVERFLOW WEIR ELEV: 903.10 LENGTH: 22 FT BREADTH: 20 FT POND 2P OVERFLOW WEIR ELEV: 899.40 LENGTH: 80 FT BREADTH: 10 FT POND 3P OVERFLOW WEIR ELEV: 905.20 LENGTH: 22 FT BREADTH: 1 FT POND 2P INTERNAL CONVEYANCE WEIR ELEV: 897.60 LENGTH: 40 FT BREADTH: 10 FT POND 2P INTERNAL OVERFLOW WEIR ELEV: 900.10 LENGTH: 48 FT BREADTH: 6 FT 100-YEAR DESIGN H.W.E. (SEE PLAN) NOT TO SCALE DETENTION POND TYPICAL SECTION1 1V:4H M A X . 10' SAFETY SHELF 1V:3H M A X . 2' VARIES (SEE PLAN) 2' MAX. VARIES (SEE PLAN) NORMAL POOL H.W.E. (SEE PLAN) MINIMUM FLOOD PROTECTION GRADE 1 STORMWATER PERMIT RESUBMIT 04/13/181 FILTER STRIP BMP EASEMENT (25' HORIZONTALLY ALONG LENGTH OF PAVEMENT SIDE) DETENTION EASEMENT (15' HORIZONTALLY FROM PROVIDED TOP-OF-BANK ELEVATION) WET POND BMP EASEMENT (25' HORIZONTALLY ALONG PERIMETER OF BMP) VEGETATED FILTER STRIP BMP ACCESS EASEMENT (20' WIDE MINIMUM TO PUBLIC R.O.W.) SHARED DETENTION/BMP ACCESS EASEMENT (20' WIDE MINIMUM TO PUBLIC R.O.W.) LOCAL INLET OVERFLOW WEIR (CB-02, CB-03, CB-04) ELEV: 906.55 LENGTH: 11.3 FT BREADTH: 5 FT 100-YEAR CLOGGED HWE: 906.77 LOCAL INLET OVERFLOW WEIR (CB-01) ELEV: 906.00 LENGTH: 7 FT BREADTH: 5 FT 100-YEAR CLOGGED HWE: 906.13 STORMWATER PERMIT RESUBMIT 05/04/18 2 2 VEGETATED SWALE (NOT COUNTED TOWARDS WATER-QUALITY CREDIT) VEGETATED SWALE (NOT COUNTED TOWARDS WATER-QUALITY CREDIT) BP: 10+00.00 PC: 10+51.93 PT: 11+42.40 PC: 11+90.51 P R C : 1 3 + 1 4 . 0 7 PT: 14 + 9 0. 58 PI: 15 + 3 5. 40 PI: 16 + 98.6 7 EP: 17+66.5410+00 11+00 12+00 13 + 0 0 14+00 15+0016+0017+0017+67N Fire Truck Access Plan - Arrival 0'80'40'20' SCALE: 1" = 40' C122 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 CITY OF CARMEL FIRE TRUCK TURNING PATH (TYP.) 22.0 0 ' TY P .R42.44'R545.11'NOT TO SCALE CITY OF CARMEL FIRE TRUCK DIMENSIONAL EXHIBIT1 BP: 10+00.00 PC: 10+51.93 PT: 11+42.40 PC: 11+90.51 P R C : 1 3 + 1 4 . 0 7 PT: 14 + 9 0. 58 PI: 15 + 3 5. 40 PI: 16 + 98.6 7 EP: 17+66.5410+00 11+00 12+00 13 + 0 0 14+00 15+0016+0017+0017+67N Fire Truck Access Plan -Departure 0'80'40'20' SCALE: 1" = 40' C123 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 CITY OF CARMEL FIRE TRUCK TURNING PATH (TYP.) 22.0 0 ' TY P .R42.44'R545.11'NOT TO SCALE CITY OF CARMEL FIRE TRUCK DIMENSIONAL EXHIBIT1 LIMITS OF WORK EXISTING TREES DECIDUOUS TREE ORNAMENTAL TREE EVERGREEN TREE DECIDUOUS SHRUBS EVERGREEN SHRUBS PERENNIALS / GRASSES UPLAND SEED MIX WET/MESIC SEED MIX WOODLAND SEED MIX SOD EXISTING WETLAND BOUNDARY OPEN WATER MATCHLINE: SEE SHEET C126 MATCHLINE: SEE SHEET C128LANDSCAPE NOTES LANDSCAPE SYMBOLS 1.THE LAYOUT OF ALL PLANTING BEDS AND INDIVIDUAL TREES SHALL BE STAKED BY THE CONTRACTOR IN ADVANCE OF INSTALLATION. FLAGGING, STAKES, OR PAINT MAY BE USED TO DELINEATE LOCATIONS AS SCALED FROM THE PLANS. THE LANDSCAPE ARCHITECT WILL REVIEW THESE LOCATIONS WITH THE CONTRACTOR AND MAKE MINOR ADJUSTMENTS AS NECESSARY. BED LAYOUT SHALL ALSO INCLUDE PERENNIAL GROUPINGS BY SPECIES. 2.THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY DETERMINING THE PLANT MATERIAL QUANTITIES REQUIRED BY THE LANDSCAPE PLANS. REPORT DISCREPANCIES TO THE LANDSCAPE ARCHITECT. 3.PROVIDE FINE GRADING AND SOIL PREPARATION FOR ALL SEEDING AREAS AND PLANTING BEDS PER SPECIFICATIONS. TOPSOIL DEPTH IN TURF SEED MIX AREAS SHALL BE A MINIMUM OF 12". PRAIRIE AND BIOSWALE SEED MIX AREAS SHALL HAVE A MINIMUM TOPSOIL DEPTH OF 18". 4.SEE SWPP PLANS FOR TYPE & LOCATION OF EROSION CONTROL MEASURES. 5.SEEDING AND PLUG PLANTING SHALL OCCUR IN DESIGNATED PLANTING WINDOWS, PER SPECIFICATIONS. 6.EXTENDED MAINTENANCE APPLIES TO ALL NATIVE SEEDING AND PLUG PLANTING. REFER TO SPECIFICATIONS. 7.REFER TO CIVIL C-SHEETS FOR GRADING, STORM UTILITIES, HARDSCAPE PAVING AND WALKS, CURBING, SITE PREPARATION, AND TOPSOIL PLACEMENT WORK. 8.PAINT OR STAKE SEEDING LIMITS FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO SEEDING. 9.OUTER LIMITS OF SEEDING ARE APPROXIMATE AND SHALL APPLY TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. 10.ALL PLANTED TREES AND SHRUBS INDICATED TO RECEIVE MULCH ON THE DRAWINGS AND DETAILS SHALL RECEIVE 3" DEPTH OF MULCH AS DEFINED IN THE SPECIFICATIONS. 11.SEE DETAIL #8, SHEET C514, FOR NATIVE SEEDING SIGNAGE REQUIREMENTS. N Landscape Plan 0'80'40'20' SCALE: 1" = 40'-0" C125 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 UPLAND SEED MIX, TYP. WET/MESIC SEED MIX, TYP. SEE SHEET C409 FOR LANDSCAPE ENLARGEMENT SOD, TYP. (1) TD (1) COV (1) QM(1) AG (1) QM (1) TD (1) PO (1) PO (1) BN(1) QA (1) COV (1) GD (1) AG LIMITS OF WORK LIMITS OF WORK SEE SHEET C411 SEE SHEET C410 WET/MESIC SEED MIX, TYP. NATIVE SEEDING LIMITS SIGN, TYP. INSTALL AT 150' O.C. MAXIMUM AROUND PERIMETER OF PEDESTRIAN AREAS WHERE ADJACENT TO NATIVE SEEDING, AS SHOWN. 8 C514 (1) QM STORMWATER PERMIT RESUBMIT 05/04/18 1 1 MATCHLINE: SEE SHEET C125 LIMITS OF WORK EXISTING TREES DECIDUOUS TREE ORNAMENTAL TREE EVERGREEN TREE DECIDUOUS SHRUBS EVERGREEN SHRUBS PERENNIALS / GRASSES UPLAND SEED MIX WET/MESIC SEED MIX WOODLAND SEED MIX SOD EXISTING WETLAND BOUNDARY OPEN WATER LANDSCAPE NOTES A.SEE SHEET C125 FOR LANDSCAPE NOTES. N Landscape Plan 0'80'40'20' SCALE: 1" = 40'-0" C126 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 LANDSCAPE SYMBOLS WOODLAND SEED MIX, TYP. NATIVE SEEDING LIMITS SIGN, TYP. INSTALL AT 150' O.C. MAXIMUM AROUND PERIMETER OF PEDESTRIAN AREAS WHERE ADJACENT TO NATIVE SEEDING, AS SHOWN. 8 C514 STORMWATER PERMIT RESUBMIT 05/04/18 1 1 MATCHLINE: SEE SHEET C125LIMITS OF WORK EXISTING TREES DECIDUOUS TREE ORNAMENTAL TREE EVERGREEN TREE DECIDUOUS SHRUBS EVERGREEN SHRUBS PERENNIALS / GRASSES UPLAND SEED MIX WET/MESIC SEED MIX WOODLAND SEED MIX SOD EXISTING WETLAND BOUNDARY OPEN WATER N Landscape Plan 0'80'40'20' C127 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 LANDSCAPE NOTES A.SEE SHEET C125 FOR LANDSCAPE NOTES. SCALE: 1" = 40'-0" LANDSCAPE SYMBOLS SOD, TYP. BID ALTERNATE #1: RESTORE AREA OF DEMOLISHED STRUCTURES WITH 12" TOP SOIL AND UPLAND NATIVE SEED MIX, TYP. BID ALTERNATE #1: RESTORE AREA OF DEMOLISHED STRUCTURES WITH 12" TOP SOIL AND UPLAND NATIVE SEED MIX, TYP. (1) CO (1) PO (1) QA (1) QM UPLAND NATIVE SEED MIX, TYP. STORMWATER PERMIT RESUBMIT 05/04/18 1 1 STONE BENCH VEHICULAR LIGHT POLE CONCRETE WHEEL STOP TRASH RECEPTACLE RECYCLING CONTAINERS BENCH DETECTABLE WARNING STRIP ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT STABILIZED AGGREGATE TRAIL ENGINEERED WOOD CHIP SURFACING CONCRETE CURB AND GUTTER CURB TRANSITION FLUSH CURB AND GUTTER CONCRETE BARRIER CURB SPILLWAY CONTROL JOINT ISOLATION (EXPANSION) JOINT N Layout and Materials Enlargement 0'40'20'10' SCALE: 1" = 20'-0" C401 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 LAYOUT & MATERIALS NOTES 1. SEE SHEET C110 FOR LAYOUT AND MATERIALS NOTES. LEGEND ASPHALT ROADWAY, TYP. STANDARD CURB & GUTTER, TYP. SOUTH EDGE OF PARKING LOT ONLY 9.00' TYP. 1 8 . 0 0 ' 2 4 . 0 0 ' 2 0 . 0 0 '18.00' 1 0 . 0 0 ' 2 5 . 0 0 ' 1 8 . 0 0 ' 1 0 . 0 0 '27.50' R1 1 . 5 0 'R19.50'R2.00'16.50'12.00'R2.50'24.74'37.43' 173.00' 19 SPACES 162.00' 30 SPACES 157.00' 10 STANDARD S P A C E S 4 ADA STALLS 99.00' 19 ST A N D A R D S T A L L S R10.00'R15.00'STONE BOLLARD, TYP. 8 . 0 0 ' TRASH ENCLOSURE DETECTABLE WARNING, TYP. FLUSH CURB AND GUTTER, TYP. HEAVY DUTY CONCRETE PAVING2 C502 4 C502 5 C502 1 C502 ADA PARKING STRIPING9 C502 STABILIZED AGGREGATE TRAIL1 C503 MANUAL RETRACTABLE BOLLARDS 4 C504 4 C508 SEE ENLARGEMENT SHEET C402 TRENCH DRAIN, TYP.5 C511 3 C509 20.00'24.00'18.00'CONCRETE BARRIER CURB, TYP.8 C502 10.00' 10.00' TYP. STANDARD CURB & GUTTER, TYP. SOUTH EDGE OF PARKING LOT ONLY 5 C502 ROLL CURB, TYP. ALL CURBS NOT SHOWN AS FLUSH OR SOUTH EDGE OF PARKING LOT 6 C502 CURB SPILLWAY, TYP. LIMESTONE BOULDERS, TYP. AT ALL TRENCH DRAINS 5 C508 LIMESTONE BOULDERS, TYP., AT ALL CURB SPILLWAYS 5 C508 BIKE RACK, TYP. (6) RACKS; 12 PARKING STALLS BASED ON 2% OF MAX. BUILDING CAPACITY (554) 9 C503 3.50', TYP.2.00' STONE BENCH VEHICULAR LIGHT POLE CONCRETE WHEEL STOP TRASH RECEPTACLE RECYCLING CONTAINERS BENCH DETECTABLE WARNING STRIP ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT STABILIZED AGGREGATE TRAIL ENGINEERED WOOD CHIP SURFACING CONCRETE CURB AND GUTTER CURB TRANSITION FLUSH CURB AND GUTTER CONCRETE BARRIER CURB SPILLWAY CONTROL JOINT ISOLATION (EXPANSION) JOINT N Layout and Materials Enlargement 0'20'10'5' SCALE: C402 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 LAYOUT & MATERIALS NOTES 1. SEE SHEET C110 FOR LAYOUT AND MATERIALS NOTES. LEGEND STABILIZED AGGREGATE TRAIL 1 C503 STONE BENCH, TYP.2 C508 METAL WALKWAY GRATE, TYP. DRINKING FOUNTAIN 2 C509 1 C509 PRECAST CONCRETE BOARDWALK 1 C506 4.00' 4. 0 0 ' 8 . 0 0 ' 39.46'10.03' 1 2 . 0 0 ' 8. 0 0 '4.00'4. 0 0 '44.93' LIMESTONE BLOCK STORMWATER CHAIN ANCHOR, TYP. 6 C508 RIVER ROCK CHANNEL, TYP. HEAVY DUTY CONCRETE PAVING, TYP. 2 C502 PRECAST CONCRETE BOARDWALK 1 C506 15.00' 11.12' R2 0 . 0 0 ' R22.00' R3.00'R3.00'9.00' 9.00'20.00' CONCRETE WHEEL STOP, TYP. 10.00'12.22'11.21'5. 5 8 ' 21.89' 11.74' 8. 0 0 ' 1 1 . 7 3 ' 1 2 . 0 0 ' 28.18'15.00' 11.78' 21.9 5 ' 31. 3 5 '8.00'16.00'14.50' 8.00'8.00'LIMESTONE SEAT, TYP.1 C508 12.00'4.00' 4. 0 0 ' 1 0 . 5 3 ' 8. 0 0 ' 1 0 . 0 8 ' 4. 5 0 ' 8. 0 0 ' 1 6 . 0 1 '37.04'8.00'CLR.DETACTABLE WARNING, TYP. 8.00' ADA PARKING, TYP.9 C502 MANUAL RETRACTABLE BOLLARDS 4 C504 STONE BOLLARD, TYP.4 C5081.57'2.54'LIMESTONE BLOCKS (SOUTH) 3 C508 CONCRETE BARRIER CURB, TYP.8 C502 8.00' 8. 0 0 '24.00' 2 0 . 0 0 ' ISOLATION JOINT, TYP. CONTROL JOINT, TYP. 8. 0 0 ' 4. 0 0 ' 8 . 0 0 ' 8.00' PROVIDE FROST SLAB CONNECTIONS AT DOORWAYS AS INDICATED ON ARCHITECTURAL DRAWINGS 4 C503 3 C503 10 C502 STONE BENCH VEHICULAR LIGHT POLE CONCRETE WHEEL STOP TRASH RECEPTACLE RECYCLING CONTAINERS BENCH DETECTABLE WARNING STRIP ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT STABILIZED AGGREGATE TRAIL ENGINEERED WOOD CHIP SURFACING CONCRETE CURB AND GUTTER CURB TRANSITION FLUSH CURB AND GUTTER CONCRETE BARRIER CURB SPILLWAY CONTROL JOINT ISOLATION (EXPANSION) JOINT N Layout and Materials Enlargement 0'40'20'10' SCALE: 1" = 20'-0" C403 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 LAYOUT & MATERIALS NOTES 1. SEE SHEET C110 FOR LAYOUT AND MATERIALS NOTES. LEGEND 1 PLAY EQUIPMENT 7 5 18 CUSTOM PARKOUR: NRO892083 ZIPLINE WITH SLOPE: NRO801 DOUBLE BALANCE BEAM: NRO803 WATER LILIES: NRO820 SIX SIDED CLIMBER: NRO816 TRIPLE SOMERSAULT: NRO809 SPINNER PLATE: NRO110 MULTI SPRINGER: NRO104 OASIS TODDLER WITH FLOWER: NRO552 FLIP WATER MIGRANT WITH 2 SPLASH TABLES: NRO509 SEAT POLES AND ROUND TABLE: NRO212 SNAIL: NRO115 FOREST BUG: NRO113 BEE: NRO113 LOG JAM: NRO892513 2-5 BALANCE NET: NRO893094 SINGLE BALANCE BEAM LOWERED FOR 205: NRO802 2-5 TWISTED NET: NRO893093 1 1. PLAY EQUIPMENT PRODUCTS SUPPLIED BY KOMPAN, INC., ROBINIA PLAY EQUIPMENT LINE, AND PROVIDED BY THE OWNER ARE LISTED BELOW. SEE SPECIFICATIONS FOR CONTRACTOR REQUIREMENTS FOR STORAGE AND INSTALLATION OF EQUIPMENT PROVIDED BY OWNER. DELIVERY OF MATERIALS IS ANTICIPATED IN SEPTEMBER 2018. CONTRACTOR TO REVIEW DELIVERY SCHEDULE FOLLOWING NOTICE TO PROCEED, AND IDENTIFY TO OWNER ANY RECOMMENDED CHANGES TO THE DELIVERY SCHEDULE. EQUIPMENT MUST BE DELIVERED TO THE SITE IN 2018. 17 18 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ENGINEERED WOOD CHIP SURFACING ·SEE DETAIL #2 ON THIS SHEET FOR CRITICAL FALL HEIGHTS ·SEE DETAIL FOR DEPTHS OF MATERIAL REQUIRED PER FALL HEIGHT. 8 C503 STABILIZED AGGREGATE TRAIL1 C503 17 16 4 15 13 12 9 14 2 10.00 ' TYP. 21.66' 4.50' SCALE: 1" = 20' WOODLAND LAYOUT AND MATERIALS ENLARGEMENT1 HEAVY DUTY CONCRETE PAVING2 C502 SCALE: 1" = 20' WOODLAND PLAY AREA CRITICAL FALL HEIGHTS2 ZIPLINE AREA CRITICAL FALL HEIGHT = 5'-0" 5-12 YEAR OLD PLAY AREA CRITICAL FALL HEIGHT = 9'-2" 2-5 YEAR OLD PLAY AREA CRITICAL FALL HEIGHT = 6'-0" PICNIC AREA NO CRITICAL FALL HEIGHT UTILIZE MINIMUM DEPTHS OF MATERIALS STONE BENCH VEHICULAR LIGHT POLE CONCRETE WHEEL STOP TRASH RECEPTACLE RECYCLING CONTAINERS BENCH DETECTABLE WARNING STRIP ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT STABILIZED AGGREGATE TRAIL ENGINEERED WOOD CHIP SURFACING CONCRETE CURB AND GUTTER CURB TRANSITION FLUSH CURB AND GUTTER CONCRETE BARRIER CURB SPILLWAY CONTROL JOINT ISOLATION (EXPANSION) JOINT N Layout and Materials Enlargement 0'40'20'10' SCALE: 1" = 20'-0" C404 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 LAYOUT & MATERIALS NOTES 1. SEE SHEET C110 FOR LAYOUT AND MATERIALS NOTES. LEGEND CONCRETE PAVEMENT2 C503 SCALE: 1" = 20' ROUNDABOUT ENLARGEMENT1 3C502 ASPHALT ROADWAY, TYP. TRASH ENCLOSURE BENCH, TYP. DETECTABLE WARNING, TYP. HEAVY DUTY CONCRETE PAVING2 C502 1 C502 3 C509 10 . 0 0 '8.71'10.00'24.35'R15.50'R10.00'18.00' 1 0 . 0 0 ' 16.00' 1 0 . 0 0 ' PAVEMENT MARKINGS (WHITE) 22. 0 0 ' ISOLATION JOINT, TYP. CONNECT TO EXISTING WALK R48.00'R28.00' R2.50'R0.30'R0.50'R2.50'R2.50 ' CONNECT TO EXISTING BOARDWALK ABUTMENT 18.87' 1 0 . 7 4 '25.93'12. 1 1 '10.00 ' 8 . 0 0 ' PAVEMENT MARKINGS (WHITE) STANDARD CURB & GUTTER, TYP. SOUTH EDGE OF PARKING LOT ONLY FLUSH CURB AND GUTTER, TYP.4 C502 5 C502 ROLL CURB, TYP. ALL CURBS NOT SHOWN AS FLUSH OR SOUTH EDGE OF PARKING LOT 6 C502 CURB SPILLWAY, TYP. R50.00' 9.29' CONTROL JOINT, TYP. 10.00' 3 C503 4 C503 THICKEN ASPHALT TO 8" TOTAL PAVEMENT DEPTH FOR 5'-0" FROM TRASH ENCLOSURE w w PS D co co co co 1.0%1. 7 % 1.3% 1.4% 1 . 9% 1.9% 1. 3% 2. 0% 2.0 % 1. 6 %1.6%1.5%1.6%1.5%1.5%1. 2%1.8%1.0%1.7%1.5% 1.7% 1. 9% 1. 4%1.9%900 900 897 897 898 898 899899 901 901 902 903 904905904906907906905 906 905 902903904906905906 906 9059 0 6 906906906 9059049029 0 3 1. 5%1.4%1.0% 905 90 5 E/P 906.03 E/P 905.15 E/P 905.08 E/P 904.62 E/P 904.48 T/C 906.51 T/C 905.81 T/C 905.62 T/C 905.12 T/C 905.06 T/C 905.33 B/S 905.02 T/C 905.17 E/P 906.18 E/P 905.48 E/P 905.29 E/P 904.79 E/P 904.73 E/P 905.01 E/P 904.67 E/P 904.77 B/S 905.12 T/C 905.27 E/P 904.23 B/S 904.58 E/P 904.18 B/S 904.43 E/P 904.05 B/S 904.38 T/C 904.55 E/P 903.54 B/S 903.89 T/C 904.04 B/S 904.19 B/S 904.05 B/S 904.03 B/S 904.15 B/S 904.20 B/S 904.05 B/S 904.05 B/S 904.20 E/P 905.42T/C 905.75 E/P 905.50 E/P 905.72 E/P 905.78 E/P 905.19 E/P 905.20 E/P 905.33 E/P 905.41 T/C 905.83 T/C 906.05 T/C 906.11 T/C 905.52 T/C 905.53 T/C 905.66 T/C 905.74 E/P 905.92T/C 906.25 E/P 905.98T/C 906.31 E/P 905.98T/C 906.31 E/P 905.55 E/P 905.50 T/C 905.88 T/C 905.83 E/P 905.50 E/P 905.56 T/C 905.83 T/C 905.89 E/P 905.93T/C 906.26 E/P 905.72 E/P 905.78 T/C 906.05 T/C 906.11 E/P 905.72T/C 906.05 E/P 905.68T/C 906.01 E/P 905.71T/C 906.04 E/P 905.54T/C 905.87 E/P 905.56T/C 905.89 E/P 905.40 E/P 905.33 E/P 905.25 E/P 905.28 T/C 905.73 T/C 905.66 T/C 905.58 T/C 905.61 E/P 905.69 E/P 905.62 T/C 906.02 T/C 905.95 E/P 905.54T/C 905.87 E/P 905.07 E/P 905.00 T/C 905.57 T/C 905.50 E/P 905.44 T/C 905.94 E/P 905.47T/C 905.97 E/P 905.42 E/P 905.36 T/C 905.92 T/C 905.86 904.92 E/P 904.95 T/C 905.42 T/C 905.45 E/P 904.88 E/P 904.81 E/P 904.78 E/P 904.86 E/P 905.29 E/P 905.35 E/P 905.31 E/P 905.35 T/C 905.30 T/C 905.36 T/C 905.31T/C 905.38 T/C 905.81 T/C 905.85 T/C 905.85 T/C 905.79 E/P 905.15 E/P 905.23T/C 905.56 T/C 905.48 E/P 904.64 E/P 904.75T/C 905.08 T/C 904.97 E/P 904.31T/C 904.64 T/C 905.35 T/C 905.34 T/C 905.34 T/C 905.17 T/C 905.11 T/C 905.11 T/C 905.18 T/C 905.62 T/C 905.59 E/P 905.29 E/P 905.26 E/P 904.85 E/P 904.78 E/P 904.84 E/P 904.78 E/P 905.01 E/P 905.01 E/P 905.02 T/C 904.63E/P 904.30 T/C 905.14 T/C 905.15 E/P 904.81 E/P 904.82 T/C 904.69 T/C 904.79E/P 904.46 E/P 904.36 T/C 904.73 T/C 904.83 T/C 904.87 T/C 905.08 T/C 905.11T/C 905.06 T/C 905.03 T/C 905.00 T/C 905.02 T/C 904.82 T/C 904.77 T/C 904.68 T/C 904.92T/C 904.96 E/P 904.53 E/P 904.56 E/P 904.61 E/P 904.58 E/P 904.33 E/P 904.37 904.52 E/P 904.50 E/P 904.46 E/P 904.42 E/P 904.32 E/P 904.27 T/C 905.85 T/C 906.14 T/C 906.17 T/C 906.33 T/C 906.23 T/C 905.06 T/C 905.14 E/P 905.52 E/P 905.81 E/P 905.84 E/P 906.01 E/P 905.90 E/P 904.81 E/P 904.73 T/C 903.87 T/C 903.90 E/P 903.90 E/P 903.91 E/P 904.17 E/P 904.62 E/P 904.11 E/P 903.90 B/S 905.57 B/S 905.45 B/S 905.34 RIM: 903.89 E/P 904.18 E/P 904.38 E/P 904.58 E/P 904.67 E/P 903.80E/P 903.91 E/P 903.42E/P 903.22 T/C 904.01 T/C 904.02 T/C 904.02 T/C 904.01 E/P 904.19 E/P 904.27 E/P 904.14 E/P 904.53 E/P 904.63 B/S 905.46B/S 905.05 904.47 M.E.±904.00 M.E.± 905.34 M.E.± 905.19 M.E.±904.66 M.E.± 903.23 M.E.± 905.41 M.E.± 903.37 M.E.± 903.79 M.E.±904.33 M.E.± 905.10 M.E.± 905.03 M.E.± 904.09 M.E.± 904.58 M.E.± E/P 904.89 E/P 904.79 E/P 904.73 E/P 905.35 T/C 905.22T/C 905.12 T/C 905.06 E/P 905.07T/C 905.57 E/P 905.11T/C 905.61 E/P 904.45T/C 904.95 B/S 905.42 B/S 905.46 B/S 904.80 E/P 905.01 T/C 905.68 RIM: 904.66 T/C 906.07 B/S 905.20 E/P 904.52 T/C 904.52 T/C 904.38 T/C 904.54 E/P 904.35T/C 904.68 T/C 904.22 T/C 904.81 T/C 904.95 T/C 905.34 T/C 905.12 T/C 904.44 T/C 904.95 T/C 904.50 T/C 904.51 T/C 905.19 17 . 8 %24.5%19 . 0 % 2 4 . 9% 1 9 . 4 %12.0% 19.5 %18.1%900 900 897897 898 898 899 899 901 901 902 903 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED BACK OF CURB ELEV. PROPOSED EDGE OF PAVEMENT ELEV. PROPOSED BACK OF SIDEWALK ELEV. GRADE BREAK LINE SLOPE ARROW LIMITS OF WORK EMERGENCY OVERFLOW PATH 26.13 25 26 26.13 25 26 1.6% B/C 26.13 E/P 26.13 B/S 26.13 GATE VALVE BOX FIRE HYDRANT ASSEMBLY TAPPING SLEEVE CLEANOUT GRINDER PUMP STATION STORM STRUCTURE INLET YARD DRAIN FLARED END SECTION WATER MAIN DIRECTIONAL BORING SANITARY SEWER FORCE MAIN STORM SEWER UNDERDRAIN NATURAL GAS LINE COMPRESSED AIR LINE WET POND AERATION COMPRESSOR CABINET AERATION REMOTE MANIFOLD AERATION MEMBRANE DIFFUSOR co w D PS TS SHEET NOTES A. SEE SHEET C113 FOR GRADING NOTES N Grading Enlargements 0'40'20'10' SCALE: 1"=20' C405 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SEE GRADING ENLARGEMENT SHEET C406 GRADING SYMBOLS FFE=907.00 TRENCH DRAIN, 10 LF 5 C511 TRENCH DRAIN, 10 LF 5 C511 TRENCH DRAIN, 10 LF5 C511 TRENCH DRAIN, 10 LF5 C511 TRENCH DRAIN, 10 LF5 C511 UTILITY SYMBOLS PS co co co co 905.40 905.20 905.64 905.48 906.00 906.16 905.88 1.3%1.4%1.6%1.2% 1.4%1.9%1.2%0.9%1. 0 %2.0%2.0%2. 4% 1.3 % T/C 906.36 B/S 906.48 B/S 906.65 T/C 906.34 E/P 906.16T/C 906.20 906.78 907.00 906.58 906.65 T/C 906.05 E/P 906.01 E/P 905.92 E/P 905.97 E/P 906.14 E/P 906.34 E/P 906.37 906.67 906.46 906.95 907.00 906.60 906.70 906.84 906.82 906.70 906.95 907.00 907.00 907.00 907.00 907.00 907.00 907.00 907.00 906.82 906.60 906.67 906.80 907.04 907.06 907.14 907.10 907.22 907.15 906.90 907.00 906.82 906.90 906.90 906.90 907.01 906.30 906.50 906.53 B/S 906.32B/S 906.40 906.21 906.22 906.26 906.22 906.90 906.85 906.85 906.85 906.85 B/S 906.69 906.73 906.90 906.80 B/S 906.55 906.88 907.00 906.90 906.88 906.84 B/S 906.63 B/S 906.61 906.68 906.82 906.98 906.88 906.88 906.90 906.83 906.75 906.83 906.84 906.68 906.66 907.00 907.00 906.76 B/S 906.57 906.85 906.95 B/S 906.47 B/S 906.56 906.71 B/S 906.83 906.75 906.72 906.76 906.70 906.78 906.80 907.00 907.00 906.88 906.88 906.67 1.5%1.9% 1.9 %2.0%1. 7% 1. 0% 1.9 % 2.0%1.2%1.1%1.1%907.00 907.00 907.00 907.00 907.00 906 9061.8 % T/C 907.32 T/C 907.20 T/C 907.20 T/C 907.32 907.00 T/C 907.40 T/C 907.40 T/C 907.40 T/C 907.50 T/C 907.40 T/C 907.50 T/C 907.45 T/C 907.28 T/C 907.50 905906 906 T.W. 908.25 T.S. 908.00 T.S. 908.50 T.S. 908.00 T.S. 909.50 T.S. 907.50 T.W. 908.25 T.W. 908.25 T.W. 908.251.8%T.W. 908.25 T.W. 908.50 T.W. 908.25 9 0 6 906 906 1. 4 % RIM: 905.50 RIM: 905.65 906.80 906.86 906.82 1 . 4%1.0%1.6%T/C 906.68 T/C 906.39 T/C 905.96 T/C 906.01 T/C 906.18 T/C 906.38 T/C 906.41 E/P 906.35 E/P 906.30 E/P 906.32 E/P 906.64 T/C 906.28E/P 906.24 T.S. 907.80 T.S. 907.90 T.S. 907.50 T.S. 907.30 E/P 906.03 T/C 906.07 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED BACK OF CURB ELEV. PROPOSED EDGE OF PAVEMENT ELEV. PROPOSED BACK OF SIDEWALK ELEV. GRADE BREAK LINE SLOPE ARROW LIMITS OF WORK EMERGENCY OVERFLOW PATH 26.13 25 26 26.13 25 26 1.6% B/C 26.13 E/P 26.13 B/S 26.13 GATE VALVE BOX FIRE HYDRANT ASSEMBLY TAPPING SLEEVE CLEANOUT GRINDER PUMP STATION STORM STRUCTURE INLET YARD DRAIN FLARED END SECTION WATER MAIN DIRECTIONAL BORING SANITARY SEWER FORCE MAIN STORM SEWER UNDERDRAIN NATURAL GAS LINE COMPRESSED AIR LINE WET POND AERATION COMPRESSOR CABINET AERATION REMOTE MANIFOLD AERATION MEMBRANE DIFFUSOR co w D PS TS SHEET NOTESN Grading Enlargements 0'20'10'5' SCALE: 1"=10' C406 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 A. SEE SHEET C113 FOR GRADING NOTES GRADING SYMBOLS FFE=907.00 PROPOSED VEGETATED FILTER STRIP WITH INFILTRATION TRENCH 7 L502 UTILITY SYMBOLS BUILDING DOWNSPOUT LOCATION BUILDING DOWNSPOUT LOCATION BUILDING DOWNSPOUT LOCATION BUILDING DOWNSPOUT LOCATION BUILDING DOWNSPOUT LOCATION wco 13 + 0 0 14+00 15+00 16+0 017+00P R C : 1 3 + 1 4 . 0 7 PT: 14+90.58 PI: 15+35.40 PI: 16+9 8.671.6%1.5%1.5%1.5 % 1.5%1.5%1.5%1.5% 1.6%1.5%1.5%1. 2%1.8%1.0%1.7%1.5% 1.7% 1.2%1.5%1. 9%1.9%1. 9 %2.6%1.5%900905901902903904904905902 903904906907 9008999019029029029039049059069029 0 3 E/P 904.62 E/P 904.48 B/S 904.38 E/P 903.54 B/S 903.89 T/C 904.04 B/S 904.20 B/S 904.05 B/S 904.05 B/S 904.20 E/P 904.64 T/C 904.97 E/P 904.31T/C 904.64 T/C 904.63E/P 904.30 T/C 904.69E/P 904.36 T/C 903.87 T/C 903.90 E/P 903.90 E/P 903.91 E/P 904.62 E/P 904.11 E/P 903.90 B/S 905.57 B/S 905.45 B/S 905.34 E/P 904.42 E/P 904.36 RIM: 903.89 E/P 904.18 E/P 904.38 E/P 904.58 E/P 904.67 E/P 904.67 E/P 904.67 E/P 904.67 E/P 904.67E/P 903.80E/P 903.91 E/P 903.42E/P 903.22 E/P 903.39 903.52 E/P 903.39 E/P 902.84 902.93 E/P 902.84 E/P 904.67 E/P 905.05 E/P 905.05 E/P 905.05 E/P 905.05 E/P 905.05 E/P 905.05 E/P 905.05 E/P 905.05T/C 905.37 T/C 905.38 T/C 905.37 T/C 905.38 T/C 905.37 T/C 905.38 T/C 905.38 T/C 905.38 T/C 904.01 T/C 904.01 T/C 904.01T/C 904.01 T/C 904.02 T/C 904.02 T/C 904.02 T/C 904.01 T/C 904.01 E/P 904.19 E/P 904.27 E/P 904.14 E/P 904.53 E/P 904.39 E/P 904.63 E/P 904.49 E/P 904.79 E/P 904.65 E/P 904.89 904.44 E/P 903.09 E/P 903.19 E/P 903.48 E/P 904.01 E/P 904.30 E/P 903.98E/P 904.05 E/P 903.93T/C 903.99 E/P 904.67 E/P 904.67T/C 904.10 T/C 904.04E/P 904.82 T/C 904.04E/P 904.47T/C 904.05 T/C 904.04T/C 904.06 T/C 904.05 E/P 904.78 E/P 904.54 E/P 904.70 T/C 904.36 T/C 904.26 B/S 904.62 B/S 905.46 B/S 904.74 B/S 905.01 B/S 905.32B/S 905.47 B/S 904.58 B/S 903.08 B/S 902.93 900.94 M.E.± B/S 904.86 B/S 904.44 B/S 904.00 B/S 904.15 B/S 901.90 B/S 902.05 B/S 902.73 B/S 902.88 B/S 901.56 B/S 901.71 B/S 901.16 B/S 901.01 B/S 900.96 B/S 900.88 B/S 900.94 B/S 901.90 B/S 901.75 B/S 905.05 B/S 901.09 900.62 M.E.± 906.95 E/P 905.01 E/P 904.26 E/P 904.23T/C 904.56 RIM: 901.63 RIM: 901.11 E/P 904.38 E/P 904.52 T/C 904.52 T/C 904.38 T/C 904.54 E/P 904.35T/C 904.68 T/C 904.22 T/C 904.81 T/C 904.95 T/C 905.34 T/C 904.44 T/C 904.95 T/C 904.51 1 7 . 8 % 902.50 9029039029021 9 . 4 %12.0% 19.5 % EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED BACK OF CURB ELEV. PROPOSED EDGE OF PAVEMENT ELEV. PROPOSED BACK OF SIDEWALK ELEV. GRADE BREAK LINE SLOPE ARROW LIMITS OF WORK EMERGENCY OVERFLOW PATH 26.13 25 26 26.13 25 26 1.6% B/C 26.13 E/P 26.13 B/S 26.13 co 1. 6 % 907.00 907.00 906.67 907.04 907.06 907.14 907.10 907.22 907.15 906.90 907.00 906.82 906.90 907.01 906.30 906.50 906.53 B/S 906.32B/S 906.40 906.21906.22 906.26 906.221.2%1.1%1.1%905 903904906T/C 907.40 T/C 907.40 906 RIM: 905.50 906.80 906.86 906.82 1 . 4%1.0%T.S. 907.80 T.S. 907.90 T.S. 907.50 T.S. 907.30 E/P 905.08 904.47 M.E.±904.00 M.E.± 902.58 M.E.± 903.13 M.E.±903.50 M.E.± 903.54 M.E.± 903.22 M.E.± 904.22 M.E.± 904.14 M.E.± 904.79 M.E.± 905.55 M.E.± 905.73 M.E.± 905.34 M.E.± 905.19 M.E.±904.66 M.E.± 903.23 M.E.± 905.41 M.E.± 905.69 M.E.± 905.39 M.E.± 904.70 M.E.± 904.13 M.E.± 904.06 M.E.± 903.30 M.E.± 903.29 M.E.± 903.64 M.E.±903.32 M.E.± 902.83 M.E.± 903.37 M.E.± 903.79 M.E.±904.33 M.E.± 904.84 M.E.± 904.00 M.E.± 902.80 M.E.± 903.92 M.E.± 904.40 M.E.± 905.10 M.E.± 905.03 M.E.± 904.09 M.E.± 904.02 M.E.± 903.59 M.E.± 903.08 M.E.± 903.37 M.E.± 903.73 M.E.± 903.60 M.E.± 904.00 M.E.± 904.08 M.E.± 904.11 M.E.± 904.61 M.E.± 904.58 M.E.± B/S 905.20 T/C 905.12 GATE VALVE BOX FIRE HYDRANT ASSEMBLY TAPPING SLEEVE CLEANOUT GRINDER PUMP STATION STORM STRUCTURE INLET YARD DRAIN FLARED END SECTION WATER MAIN DIRECTIONAL BORING SANITARY SEWER FORCE MAIN STORM SEWER UNDERDRAIN NATURAL GAS LINE COMPRESSED AIR LINE WET POND AERATION COMPRESSOR CABINET AERATION REMOTE MANIFOLD AERATION MEMBRANE DIFFUSOR co w D PS TS SHEET NOTESN Grading Enlargements 0'40'20'10' SCALE: 1"=20' C407 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 A. SEE SHEET C113 FOR GRADING NOTES GRADING SYMBOLS SCALE: 1" = 20' ROUNDABOUT GRADING ENLARGEMENT1 SCALE: 1" = 20' WOODLAND GRADING ENLARGEMENT2 UTILITY SYMBOLS wD D 10+00 11+00 12+00 13 + 0 0 14+00 BP: 10+00.00 PC: 10+51.93 PT: 11+42.40 PC: 11+90.51 P R C : 1 3 + 1 4 . 0 7 2 . 7%4.7%1.5%1.5 %2.6%1.5% 4.4% 900 905 899 901 902 903 904 901902 903 8 9 5 9 0 0 8 9 3894 89 6 896 897898 89 9 9 0 1 900897898899901 896 897898898899899905902 903904906 895 895 900 892 893 894 896 897 898 899 901 901 89589590089289289389389489689789889989589590089 2 8 9 3 8 94 896897898899898 899 898 899900901900 899 5.2% 25.0% E/P 903.39 903.52 E/P 903.39 E/P 902.84 902.93 E/P 902.84 E/P 902.34 902.47 E/P 902.34 E/P 902.24902.37 E/P 902.24 E/P 902.14 902.27 E/P 902.14 E/P 902.16 E/P 901.99902.12 E/P 901.99 E/P 901.82 902.06 E/P 901.93 E/P 900.10 900.22 E/P 900.07 E/P 899.70 E/P 901.44 E/P 899.40 E/P 899.05 898.62 E/P 898.42 E/P 898.42 E/P 898.27E/P 899.37 E/P 901.96 E/P 901.36 E/P 903.09 E/P 903.19 B/S 901.56 B/S 901.71 B/S 901.16 B/S 901.01 B/S 900.96 B/S 900.88 B/S 900.94 900.65 M.E.± B/S 901.90 B/S 901.75 B/S 902.00B/S 901.85 B/S 902.38 B/S 902.20 B/S 901.30 B/S 901.20 899.40 901.46 902.08E/P 901.90 E/P 901.95 B/S 901.09 900.62 M.E.± RIM: 901.11 899.30 M.E.± 899.30 M.E.± 33.0 % 14. 8 %902902RIM: 903.40 RIM: 900.9424.5%4.9%18.1%900 898 899 901 25.0%33.3%33.3%25.0%25.0% 25 . 0 % 3. 3%1.6%4.6%4.7%EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED BACK OF CURB ELEV. PROPOSED EDGE OF PAVEMENT ELEV. PROPOSED BACK OF SIDEWALK ELEV. GRADE BREAK LINE SLOPE ARROW LIMITS OF WORK EMERGENCY OVERFLOW PATH 26.13 25 26 26.13 25 26 1.6% B/C 26.13 E/P 26.13 B/S 26.13 GATE VALVE BOX FIRE HYDRANT ASSEMBLY TAPPING SLEEVE CLEANOUT GRINDER PUMP STATION STORM STRUCTURE INLET YARD DRAIN FLARED END SECTION WATER MAIN DIRECTIONAL BORING SANITARY SEWER FORCE MAIN STORM SEWER UNDERDRAIN NATURAL GAS LINE COMPRESSED AIR LINE WET POND AERATION COMPRESSOR CABINET AERATION REMOTE MANIFOLD AERATION MEMBRANE DIFFUSOR co w D PS TS SHEET NOTESN Grading Enlargements 0'40'20'10' SCALE: 1"=20' C408 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 A. SEE SHEET C113 FOR GRADING NOTES GRADING SYMBOLS EMERGENCY BROAD-CRESTED OVERFLOW WEIR ELEV: 903.10 EMERGENCY BROAD-CRESTED OVERFLOW WEIR ELEV: 899.40 BROAD-CRESTED CONVEYANCE WEIR ELEV: 897.60 BROAD-CRESTED OVERFLOW WEIR ELEV: 900.10 POND TYPICAL H.W.E.: 897.50± POND TYPICAL H.W.E.: 897.00± POND TYPICAL H.W.E.: 897.00± UTILITY SYMBOLS CONVEYANCE WEIR REINFORCEMENT 8 C508 LIMITS OF WORK EXISTING TREES DECIDUOUS TREE ORNAMENTAL TREE EVERGREEN TREE DECIDUOUS SHRUBS EVERGREEN SHRUBS PERENNIALS / GRASSES UPLAND SEED MIX WET/MESIC SEED MIX WOODLAND SEED MIX SOD EXISTING WETLAND BOUNDARY OPEN WATER N Landscape Enlargements 0'40'20'10' SCALE: 1" = 20'-0" C409 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 LANDSCAPE NOTES A.SEE SHEET C125 FOR LANDSCAPE NOTES. B.SEE SHEET C125 FOR PROPOSED TREE CALLOUTS LANDSCAPE SYMBOLS EXISTING WOODLAND DRIPLINE SOD, TYP. UPLAND SEED MIX, TYP. (49) PVS (133) EP (71) SH (5) RAG (38) SH INTERPLANT (91) LSP WITH (35) ASB (123) EP (70) SH (71) SH (5) RAG (82) SH INTERPLANT (105) LSP WITH (42) ASB (48) SH (8) RAG (50) SH (10) HK (45) PVH (1) CO (1) QB (1) PO (1) QB (1) PO (1) AG (1) PO (1) CO (1) PO (1) PO (1) QB (1) QB (1) GD (1) QR (1) CK (1) PA (1) PA (45) SH (264) DM (1) GD (2) QB (3) CO (1) GD (1) QB (1) TD (1) COV (1) AG (1) TD (1) QB (1) CO (1) PO (1) AG WOODLAND SEED MIX, TYP. SEE SHEET C410 FOR LANDSCAPE ENLARGEMENT (1) QB (1) QB (2) PO (1) GD WET/MESIC SEED MIX, TYP. STORMWATER PERMIT RESUBMIT 05/04/18 1 1 NATIVE SEEDING LIMITS SIGN, TYP. INSTALL AT 150' O.C. MAXIMUM AROUND PERIMETER OF PEDESTRIAN AREAS WHERE ADJACENT TO NATIVE SEEDING, AS SHOWN. 8 C514 LIMITS OF WORK EXISTING TREES DECIDUOUS TREE ORNAMENTAL TREE EVERGREEN TREE DECIDUOUS SHRUBS EVERGREEN SHRUBS PERENNIALS / GRASSES UPLAND SEED MIX WET/MESIC SEED MIX WOODLAND SEED MIX SOD EXISTING WETLAND BOUNDARY OPEN WATER N Landscape Enlargements 0'20'10'5' SCALE: 1" = 10'-0" C410 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 LANDSCAPE NOTES A.SEE SHEET C125 FOR LANDSCAPE NOTES. LANDSCAPE SYMBOLS (13) AST (26) AQC (8) AQC (18) EH(22) OR (39) OR (1) CK (3) AM (20) AST (30) EH (15) TO (38) OR (3) AM (21) PR (20) AQC (26) MF (27) TO (114) PQ (52) PR (1) CF (1) CK (4) AM (37) PR (12) EH (19) TO (15) PQ (23) AST (12) AQC (18) AQC (1) AGA (2) AM (4) AST (7) PVS (5) PVS (5) PVS (6) PVS (7) PVS (10) SSC (5) COS (4) COS (4) COS (8) AST (18) MF (41) PR (26) EH (16) PR (10) EH (71) PQ (19) EH (17) AST (10) MF (2) MF (6) SSC (23) EP (26) AMP (10) ASB (83) DM (18) TO (22) LC (13) CHO (22) EP (8) SH (32) LSP (9) SH (22) AMP (15) EP (15) RS (1) PS (1) PS (1) TD (3) BNL (2) BNL (4) EPU (4) COC (12) PVS (2) CAM (3) SG (27) LC (7) BA (3) SG (12) VN (1) COC (7) FR (1) COC (21) SR (29) PD (4) SG (3) COC (36) SR(6) EPU (16) PVS (27) RF (2) SG (11) PD (2) VN (11) IVR (7) CHO (19) BA (6) BA (6) FR (24) SS (3) CAM (8) VN (22) PD (80) ST (7) EPU (4) PVS (4) SG (20) CPA (30) CS (6) JE (10) IVE (28) PVS (25) FR (10) IVE (16) SH (102) LSP (58) SH (82) LSP (18) SH (10) SH (24) SH (5) CAM (9) FR (5) SG (11) PVS (9) EPU (25) CS (1) BN (1) QB (1) TD (1) PO (1) QM (1) QB (23) PVH (36) BB (1) NS WOODLAND SEED MIX, TYP. (3) CAM (9) PVS (12) PD STORMWATER PERMIT RESUBMIT 05/04/18 1 1 NATIVE SEEDING LIMITS SIGN, TYP. INSTALL AT 150' O.C. MAXIMUM AROUND PERIMETER OF PEDESTRIAN AREAS WHERE ADJACENT TO NATIVE SEEDING, AS SHOWN. 8 C514 LIMITS OF WORK EXISTING TREES DECIDUOUS TREE ORNAMENTAL TREE EVERGREEN TREE DECIDUOUS SHRUBS EVERGREEN SHRUBS PERENNIALS / GRASSES UPLAND SEED MIX WET/MESIC SEED MIX WOODLAND SEED MIX SOD EXISTING WETLAND BOUNDARY OPEN WATER N Landscape Enlargements C411 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 LANDSCAPE NOTES A.SEE SHEET C125 FOR LANDSCAPE NOTES. LANDSCAPE SYMBOLS (47) SH (16) PVS (1) LT (13) COS INTERPLANT (47) RS WITH (47) EP SCALE: 1" = 10' ROUNDABOUT LANDSCAPE ENLARGEMENT1 SCALE: 1" = 20' STORMWATER BASIN ENLARGEMENT2 (1) CO (1) TD (1) COV (20) COS (1) TD (1) TD (16) COS (3) BNL (1) PO UPLAND SEED MIX, TYP. 6 C508 LIMESTONE BOULDERS, TYP. WET/MESIC SEED MIX, TYP. 0'20'10'5' STORMWATER PERMIT RESUBMIT 05/04/18 1 1 Stormwater Pollution Prevention Notes 0'40'20'10' SCALE: C500 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 STORMWATER POLLUTION PREVENTION CHECKLIST A A1:PLAN INDEX: SEE COVER SHEET A2:11"X17" EXHIBIT DENOTING BOUNDARIES AND STREETS AS APPLICABLE IS PROVIDED SEPARATELY. A3:PROJECT NARRATIVE DESCRIBING NATURE AND PURPOSE OF THE PROJECT: BUILDING OF THE WEST PARK GROVES PAVILION BUILDING AND ASSOCIATED SITE WORK INCLUDING, BUT NOT LIMITED TO, PARKING AND ROADWAY, PEDESTRIAN PLAZAS, GRADING, SITE UTILITIES, LANDSCAPING, SITE LIGHTING, WOODLAND TRAIL AND PLAY AREA, DIRECTLY WEST OF THE EXISTING WEST PARK IN CARMEL, INDIANA. A4:VICINITY MAP: DENOTED ON COVER SHEET OF DRAWING SET A5:LEGAL DESCRIPTION OF PROPERTY: SEE EXISTING CONDITIONS SHEETS V001 - V004. A6:LOCATION OF ALL PROPOSED SITE ELEMENTS: SEE SHEET C109 - C110. A7:14 DIGIT HYDROLOGIC UNIT CODE: 05120201090060 A8:STATE OR FEDERAL WATER QUALITY PERMITS: -401 WQC FROM IDEM -404 PERMIT FROM U.S. ARMY CORPS OF ENGINEERS A9:SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: 6.1 ACRES IF THE TOTAL PROPOSED 8.4 ACRES OF DISTURBANCE WILL LEAVE THE SITE TO THE EAST THROUGH THE PROPOSED DETENTION SYSTEM. THE REMAINDER OF THE DEVELOPMENT WILL LEAVE THE SITE THROUGH SHEET DRAINAGE. SEE GRADING AND UTILITY DRAWING SHEETS. A10:LOCATION OF ALL WETLANDS, LAKES & WATER COURSES ON AND ADJACENT TO SITE: SEE SHEETS V001 - V004. A11:RECEIVING WATERS: WILLIAMS CREEK A12:IDENTIFICATION OF POTENTIAL DISCHARGES TO GROUNDWATER: NONE. A13:100-YEAR FLOODPLAINS, FLOODWAYS AND FLOOD FRINGES: THE PROJECT SITE IS LOCATED OUTSIDE ANY MAPPED FLOODPLAINS, FLOODWAYS AND FLOOD FRINGES. A14:PRE-CONSTRUCTION & POST-CONSTRUCTION PEAK DISCHARGE: 10YR PRE-CONSTRUCTION PEAK DISCHARGE = 28.6 cfs 10YR POST CONSTRUCTION PEAK DISCHARGE = 25.9 cfs A15:ADJACENT LAND USE NORTH: RESIDENTIAL SOUTH: SCHOOL EAST: PARKS AND RECREATION WEST: RESIDENTIAL A16:LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE SITE PREPARATION SHEETS C105-C108. A17:IDENTIFICATION OF EXISTING VEGETATIVE COVER: SEE SHEETS V001-V004. A18:SOILS MAP INCLUDING DESCRIPTION AND LIMITATIONS: THIS SHEET. A19:LOCATIONS, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS: SEE SHEET C117. A20:LOCATIONS, SIZE AND DIMENSIONS OF ANY PROPOSED OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT: NONE A21:LOCATIONS OF SOIL STOCKPILES: NONE A22:EXISTING TOPOGRAPHY: SEE SHEETS V001 - V004. A23:PROPOSED FINAL TOPOGRAPHY: SEE SHEETS C113 - C115. STORMWATER POLLUTION PREVENTION CHECKLIST B B1:DESCRIPTION OF POTENTIAL POLLUTANTS SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: 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. B2:SEQUENCING OF STORMWATER QUALITY IMPLEMENTATION RELATIVE TO LAND DISTURBANCE ACTIVITIES: THIS PLAN HAS BEEN CREATED IN AN EFFORT TO ELIMINATE SEDIMENT FROM LEAVING THE PROJECT SITE DURING CONSTRUCTION PROTECTING THE ADJOINING PROPERTIES AND THE WILLIAMS CREEK WATERSHED. A MAJORITY OF THE 40 ACRE SITE DRAINS TO THE SOUTHEAST TO AN EXISTING CULVERT ON 116TH, THEN ONTO A REGULATED DRAIN. WILLIAMS CREEK IS THE RECEIVING WATER BODY FOR THE SITE. B3:STABLE CONSTRUCTION ENTRANCE LOCATION(S) AND SPECIFICATIONS. SEE PLAN SHEETS C101 AND C103 FOR LOCATIONS AND EROSION CONTROL DETAILS SHEET C501 FOR CONSTRUCTION ENTRANCE DETAILS AND SPECIFICATIONS. ADDITIONAL TEXT AND INSTRUCTIONS CAN BE FOUND ON THIS SHEET. B4:SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: SILT FENCING. SEE PLAN SHEETS C101 - C104 FOR LOCATIONS OF SEDIMENT CONTROL MEASURES AND SHEET C501 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS. ADDITIONAL INFORMATION CAN BE FOUND ON THIS SHEET. B5:SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: NONE ANTICIPATED. B6:STORM SEWER INLET PROTECTION MEASURE, LOCATIONS AND SPECIFICATIONS. SEE SHEET C101 FOR CULVERT PROTECTION LOCATION AND SHEET C501 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS. B7:RUNOFF CONTROL MEASURES: NOT APPLICABLE B8:STORMWATER OUTLET PROTECTION MEASURES: NOT APPLICABLE B9:GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: NOT APPLICABLE. B10:LOCATION, DIMENSION, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR EACH STORMWATER QUALITY MEASURE: SEE PLAN SHEETS C101 - C104 AND SHEET C501 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS. B11:TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: SEE SHEET C501. B12:PERMANENT SURFACE STABILIZATION SPECIFICATIONS: SEE PLAN SHEETS C101 - C104 FOR LOCATIONS OF PERMANENT SURFACE STABILIZATION MEASURES AND SHEET C501 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS. B13:MATERIAL HANDLING AND SPILL PREVENTION PLAN: PURPOSE: THE INTENTION OF THIS SPILL PREVENTION, CONTROL AN COUNTERMEASURES (SPCC) 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 NAVIGABLE WATERS ADJOINING SHORELINE, OR CAUSE SLUDGE OR EMULSION TO BE DEPOSITED BENEATH THE SURFACE OF THE WATER OR ADJACENT 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. NAVIGABLE WATERS: MEANS ALL WATERS OF THE UNITED STATES THAT ARE CONNECTED WITH A NAVIGABLE STREAM, LAKE OR SEA. [NOTE: THIS DEFINITION IS USUALLY INTERPRETED TO MEAN ANY STORMWATER (EVEN NORMAL DRY WASH OR STORM SEWER) THAT EVENTUALLY DRAINS INTO A NAVIGABLE 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 MATERIALS. PREDICTION OF POTENTIAL SPILLS: 1.NEAREST NAVIGABLE WATER: WILLIAMS CREEK 2.DRAINAGE SYSTEM: THE SITE WILL DRAIN SOUTHEAST TO THE EXISTING CULVERT ON 116TH STREET, WHICH FLOWS TO A REGULATED DRAIN. THE REGULATED DRAIN FLOWS TO WILLIAMS CREEK. 3.POSSIBLE SPILL SOURCES: VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID, GREASE, ANTIFREEZE, CONSTRUCTION TRASH, DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH AND DEBRIS, AND FERTILIZERS. 4.GROUNDWATER CONTAMINATION: THERE WILL BE NO ABOVE GROUND OR UNDER GROUND STORAGE TANK OR FACILITIES AT THE SITE. THE FACILITY WILL UTILIZE DOMESTIC WATER AND SANITARY SEWER. ALERT PROCEDURES FOR SPILLS: 1.ANY PERSONNEL OBSERVING A SPILL WILL IMMEDIATELY INITIATE THE FOLLOWING PROCEDURE: 1.1.DIALING "0" FROM ANY PHONE. 1.2.NOTIFY THE APPROPRIATE EMERGENCY PERSONNEL. 2.THE EMERGENCY COORDINATOR WILL THEN TAKE THE FOLLOWING ACTIONS: 2.1.BARRICADE THE AREA ALLOWING NO VEHICLES TO ENTER OR LEAVE THE SPILL ZONE. 2.2.NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM), OFFICE OF EMERGENCY RESPONSE BY CALLING THE TELEPHONE NUMBER: OFFICE:317-233-7745 TOLL-FREE:800-233-7745 ALSO CALL 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 THE MATERIAL SPILLED ·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 2.1.NOTIFY THE FIRE DEPARTMENT: 911 2.2.NOTIFY THE POLICE DEPARTMENT: 911 2.3.NOTIFY WASTER RECOVERY CONTRACTOR, MAINTENANCE PERSONNEL OR OTHER CONTRACTUAL PERSONNEL AS NECESSARY FOR CLEANUP. 2.4.COORDINATE AND MONITOR CLEANUP UNTIL THE SITUATION HAS BEEN STABILIZED AND ALL SPILLS HAVE BEEN ELIMINATED. 2.5.COOPERATE WITH THE IDEM-OER ON PROCEDURES AND REPORTS INVOLVED WITH THE EVENT. CLEANUP PARAMETERS: 1.THE DEVELOPER/CONTACTOR SHALL BE CONTINUALLY KEPT INFORMED AND MAINTAIN LISTS OF QUALIFIED CONTRACTORS AND AVAILABLE VAC-TRCUKS, TANK PUMPERS AND OTHER EQUIPMENT READILY ACCESSIBLE FOR CLEANUP OPERATIONS. IN ADDITION, A CONTINUALLY UPDATED LIST OF AVAILABLE ABSORBENT MATERIALS AND CLEANUP SUPPLIES SHOULD BE KEPT ON SITE. 2.ALL MAINTENANCE PERSONNEL WILL BE MADE AWARE OF TECHNIQUES FOR PREVENTIONS OF SPILLS. THEY WILL BE INFORMED OF THE REQUIREMENTS AND PROCEDURES OUTLINED IN THIS PLAN. THEY WILL BE KEPT ABREAST OF CURRENT DEVELOPMENTS OR NEW INFORMATION ON THE PREVENTION OF SPILLS AND/OR NECESSARY ALTERATIONS 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 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 5.FLUSHING OF SPILLING MATERIALS WITH WATER WILL NOT BE PERMITTED UNLESS SO AUTHORIZED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. B14:MONITORING AND MAINTENANCE GUIDELINES FOR POLLUTION PREVENTION MEASURES. SILT FENCE (SEDIMENT FENCE) 1.REQUIREMENTS: LIMIT WATERSHED AREA TO 1/4 ACRE PER 100 FT. OF FENCE, FURTHER RESTRICTED BY SLOPE STEEPNESS. 2.LOCATION: FENCE NEARLY LEVEL, APPROXIMATELY FOLLOWING THE LAND CONTOUR, AND AT LEAST 10 FT. FROM TOE OF SLOPE TO PROVIDE A BROAD, SHALLOW SEDIMENT POOL. INSTALLATION REQUIREMENTS: 1.TRENCH: 8 INCH MINIMUM DEPTH, FLAT-BOTTOM OR V-SHAPED, FILLED WITH COMPACTED SOIL OR GRAVEL TO BURY LOWER PORTION OF SUPPORT WIRE AND/OR FENCE FABRIC. 2.SUPPORT POSTS: 1-1/4" X 1-1/4" HARDWOOD POSTS SET AT LEAST 1 FOOT DEEP. 3.SPACING OF POSTS: 8 FOOT MAXIMUM IF FENCE SUPPORTED BY WIRE, 6 FOOT FOR EXTRA-STRENGTH FABRIC WITHOUT WIRE BACKING. 4.FENCE HEIGHT: HIGH ENOUGH SO DEPTH OF IMPOUNDED WATER FOES NOT EXCEED 1-1/2 FOOT AT ANY POINT ALONG THE FENCE. 5.SUPPORT WIRE (OPTIONAL): 14 GAUGE, 6 INCH MESH WIRE FENCE (NEEDED IF USING STANDARD-STRENGTH FABRIC). 6.FENCE FABRIC: WOVEN OR NON-WOVEN GEOTEXTILE FABRIC WITH SPECIFIED FILTERING EFFICIENCY AND TENSILE STRENGTH AND CONTAINING UV INHIBITORS AND STABILZERS TO ENSURE 6-MONTH. MINIMUM LIFE AT TEMPERATURES 0-120 DEGREES FAHRENHEIT. MAINTENANCE: 1.INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2.IF THE 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. EROSION CONTROL BLANKET 1.MATERIAL: AS SPECIFIED ON PLANS OR APPROVED EQUAL. 2.ANCHORING: PER MANUFACTURER'S RECOMMENDATIONS FOR INTENDED USE OR PER PLAN SPECIFICATIONS. INSTALLATION REQUIREMENTS: 1.SELECT THE TYPE AND WEIGHT OF EROSION CONTROL BLANKET AS DIRECTED ON PLANS. 2.GRADE THE SITE AS SPECIFIED IN CONSTRUCTION PLANS. 3.ADD TOPSOIL WHERE APPROPRIATE. 4.PREPARE THE SEEDBED, FERTILIZE (AND LIME, IF NEEDED), AND SEED THE AREA IMMEDIATELY AFTER GRADING. 5.FOLLOWING MANUFACTURER'S INSTRUCTIONS, LAY THE BLANKETS ON THE SEEDED AREA SUCH THAT THE ARE IN CONTINUOUS CONTACT WITH THE SOIL AND THAT THE UPSLOPE OR UPSTREAM ONES OVERLAP THE LOWER ONES BY AT LEAST 8 INCHES. 6.TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SILT TRENCH), BACKFILL WITH SOIL, AND TAMP DOWN. 7.ANCHOR THE BLANKETS AS SPECIFIED BY THE MANUFACTURER OR AS SPECIFIED IN THE PLANS. MAINTENANCE: 1.DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER EACH STORM EVENT FOR ANY EROSION BELOW THE BLANKET. 2.IF ANY AREAS SHOW EROSION, PULL BACK THAT PORITON OF THE BLANKET COVERING IT, RE-SEED THE AREA AND RELAY AND STAPLE THE BLANKET. 3.AFTER VEGETATIVE ESTABLISHMENT CHECK THE TREATED AREA PERIODICALLY. TEMPORARY CONSTRUCTION ENTRANCE/EXIT PAD REQUIREMENTS: 1.THE CONSTRUCTION ENTRANCE SHALL BE LOCATED OFF OF 116TH STREET. IF MUDDY CONDITIONS RESULT IN TRACKING ON ROAD, CLEAN UP IMMEDIATELY AND ADD "WHEEL WASH AREA". 2.MATERIAL FOR GRAVEL CONSTRUCTION ENTRANCE AND/OR WHEEL WASH AREA: 2-3 INCHES OF WASHED STONE (INDOT CA #2) OVER A STABLE FOUNDATION. THICKNESS: 8-INCH MINIMUM. 3.WIDTH: 24 FEET MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT ROADWAY, WHICHEVER IS GREATER. 4.LENGTH: 100 FEET MINIMUM. 5.WASHING FACILITY: LEVEL AREA WITH 3-INCH WASHED STONE MINIMUM OR A COMMERCIAL ROCK, AND WASTE WATER DIVERTED TO A PROTECTED AREA SUCH AS A SEDIMENT TRAP, BASIN, OR AREA PROTECTED BY COIR LOGS. 6.GEOTEXTILE FABRIC UNDERLINER: MAY BE USED UNDER WET CONDITIONS OR WITH SOILS WITH A HIGH SEASONAL WATER TABLE TO PROVIDE GREATER BEARING STRENGTH. INSTALLATION REQUIREMENTS: 1.AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADS. 2.REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. GRADE AND CROWN FOR POSITIVE DRAINAGE. 3.IF SLOPE TOWARDS THE ROAD EXCEEDS 2%, CONSTRUCT A 6-8 INCH HIGH WATER BAR (RIDGE) WITH 3:1 SIDE SLOPES ACROSS THE DRIVE AREA ABOUT 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD INTO PROTECTED SEDIMENT BASINS. 4.INSTALL PIPE UNDER THE DRIVE IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 5.PLACE GEOTEXTILE FABRIC ON THE GROUND FOUNDATION PRIOR TO STONE PLACEMENT TO IMPROVE STABILITY. 6.PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION CONTROL PLAN, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 7.DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE DRIVE TO A SEDIMENT TRAP OR BASIN. MAINTENANCE: 1.INSPECT ENTRANCE DRIVE AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2.RESHAPE DRIVE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3.TOP DRESS WITH CLEAN STONE AS NEEDED. 4.IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5.REPAIR AND BROKEN ROAD PAVEMENT IMMEDIATELY. RIPRAP REQUIREMENTS: 1.ROCK: HARD, ANGULAR AND WEATHER-RESISTANT, HAVING A SPECIFIC GRAVITY OF AT LEAST 2.5. 2.GRADATION: WELL-GRADED STONE, 50% (BY WEIGHT) SHOULD BE LESS THAN 3 INCHES. 3.FILTER: USE GEOTEXTILE FABRIC FOR STABILIZATION AND FILTRATION OR SAND/GRAVEL LAYER PLACED UNDER ALL PERMANENT RIPRAP INSTALLATIONS. 4.SLOPE: 2:1 OR FLATTER, UNLESS APPROVED IN THE EROSION AND SEDIMENT CONTROL PLAN. 5.MINIMUM THICKNETSS: THREE TIMES THE SPECIFIED D50 STONE DIAMETER. INSTALLATION REQUIREMENTS: SUBGRADE PREPARATION: 1.REMOVE BRUSH, TREES, STUMPS, AND OTHER DEBRIS. 2.EXCAVATE ONLY DEEP ENOUGH FOR BOTH FILTER AND RIPRAP; OVER-EXCAVATION INCREASES THE AMOUNT OF SPOIL CONSIDERABLY. 3.COMPACT ANY FILL MATERIAL TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. 4.CUT A KEYWAY IN STABLE MATERIAL AT THE BASE OF THE SLOPE TO REINFORCE THE TOE; KEYWAY DEPTH SHOPULD BE 1.5 TIMES THE DESIGN THICKNESS OF THE RIPRAP AND SHOULD EXTEND A HORIZONTAL DISTANCE EQUAL TO THE DESIGN THICKNESS. 5.SMOOTH THE GRADED FOUNDATION. FILTER PLACEMENT: 1.IF USING GEOTEXTILE FABRIC, PLACE IT ON THE SMOOTHED FOUNDATION, OVERLAP THE EDGES AT LEAST 12 INCHES, AND SECURE WITH ANCHOR PINS SPACED EVERY 3 FOOT ALONG THE OVERLAP. 2.IF USING A SAND/GRAVEL FILTER, SPREAD THE WELL-GRADED AGGREGATE IN A UNIFORM LAYER TO THE REQUIRED THICKNESS (6 INCH MAXIMUM); IF TWO OR ORE LAYERS ARE SPECIFIED, PLACE THE LAYER OF SMALLER GRADATION FIRST, AND AVOID MIXING THE LAYERS. RIPRAP PLACEMENT: 1.IMMEDIATELY AFTER INSTALLING THE FILTER, ADD THE RIPRAP TO THE FULL THICKNESS IN ONE OPERATION. (DO NOT DUMP THROUGH CHUTES OR USE ANY METHOD THAT CAUSES SEGREGATION OF ROCK SIZES OR THAT WILL DISLODGE OR DAMAGE THE UNDERLYING FILTER MATERIAL). 2.IF FABRIC IS DAMAGED, REMOVE THE RIPRAP AND REPAIR BY ADDING ANOTHER LAYER OF FABRIC, OVERLAPPING THE DAMAGED AREA BY 12 INCHES. 3.PLACE SMALLER ROCK IN VOIDS TO FORM A DENSE, UNIFORM, WELL-GRADED MASS. (SELECTIVE LOADING AT THE QUARRY AND SOME HAND PLACEMENT MAY BE NEEDED TO ENSURE AN EVEN DISTRIBUTION OF ROCK MATERIAL). 4.BLEND THE ROCK SURFACE SMOOTHLY WITH THE SURROUNDING AREA TO ELIMINATE PROTRUSIONS OR OVERFALLS. MAINTENANCE: 1.INSPECT PERIODICALLY FOR DISPLACED ROCK MATERIALS, SLUMPING, AND EROSION AT EDGES, ESPECIALLY DOWNSTREAM OR DOWNSLOPE. (PROPERLY DESIGNED AND INSTALLED RIPRAP USUALLY REQUIRES VERY LITTLE MAINTENANCE IF PROMPTLY REPAIRED). B15:EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS: NOT APPLICABLE. STORMWATER POLLUTION PREVENTION CHECKLIST C C1:DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: SILT AND SEDIMENT FROM EXPOSED 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 RAIN, PESTICIDES AND PATHOGENS. C2:SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION. 1.INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE STORMWATER POLLUTION PREVENTION MEASURES MAINTENANCE REQUIREMENTS BEGINNING IMMEDIATELY AFTER INSTALLATION AND CONTINUING UNTIL VEGETATION HAS BEEN SUFFICIENTLY ESTABLISHED AND ALL CONSTRUCTION ACTIVITY IS COMPLETE. 2.REMOVE ALL INDIVIDUAL INLET PROTECTION AND COIR LOG CHECK DAMS, SILT FENCES, ETC. ONLY AFTER SEEDING AND SUFFICIENT VEGETATIVE GROWTH HAS BEEN ESTABLISHED IN EACH AREA TO A POINT WHERE SEDIMENT/POLLUTANTS WILL NOT ENTER THE DOWNSTREAM DITCH AND CREEK SYSTEM. 3.IT IS RECOMMENDED THAT ANY PROPOSED WETLAND AREA AND PLANTINGS (IF ANY) BE CONSTRUCTED/PLACED AFTER FINAL GRADING AND SUFFICIENT VEGETATIVE GROWTH HAS BEEN ESTABLISHED TO A POINT WHERE SEDIMENT/POLLUTANTS WILL NOT ENTER THE WETLANDS. C3:DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER QUALITY MEASURES: SITE AND FACILITY DESIGN FOR STORMWATER QUALITY PROTECTING ON THIS EMPLOYS A MULTI-LEVEL STRATEGY CONSISTING OF: 1.CONTROLLING SOURCES OF POLLUTANTS 2.TREATING CONTAMINATED STORMWATER RUNOFF BEFORE DISCHARGING IT INTO THE ADJACENT REGULATED DRAIN. STORMWATER QUALITY MEASURES FOR REDUCING, ELIMINATING OR CONTROLLING POLLUTANTS (SOURCE CONTROLS) INCLUDE: 1.VEGETATION FILTER STRIP WITH INFILTRATION TRENCH: THIS BMP WILL FILTER AND ENCOURAGE INFILTRATION WHILE RUNOFF IS STILL IN SHEET FLOW, AND WILL FUNCTION SIMILARLY TO A BIOINFILTRATION AREA WITH NO SURFACE STORAGE. 2.WET DETENTION POND. WET DETENTION POND BMP FUNCTIONALITY WILL BE ASSISTED BY INSTALLATION OF PROPOSED POND AERATORS (SEE SHEET C117.) 3.VEGETATED SWALES 4.OUTLET PROTECTION & VELOCITY DISSIPATION DEVICES IT IS THE INTENT OF THIS PLAN THAT THE IMPLEMENTATION OF THE ABOVE DESCRIED STORMWATER QUALITY MEASURES BE EXECUTED IN ACCORDANCE OF RULE 5 STORMWATER QUALITY. C4:LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF STORMWATER QUALITY MEASURES: SEE PLAN SHEETS C117 THROUGH C121. C5:DESCRIPTION OF MAINTENANCE GUIDELINES AND PROPOSED WATER QUALITY MEASURES: SEE ATTACHED BMP OPERATIONS AND MAINTENANCE MANUAL. SOILS MAP BR:BROOKSTON SILTY CLAY LOAM, 0 TO 2 PERCENT SLOPES CrA:CROSBY SILT LOAM, FINE-LOAMY SUBSOIL, 0 TO 2 PERCENT SLOPES FLOOD MAP MAP ABOVE PER FEMA FIRMETTE #18057C0205G, EFFECTIVE ON 11/19/2014 ·PROJECT OUTSIDE OF FLOOD HAZARDS PROJECT LOCATION 1 STORMWATER PERMIT RESUBMIT 05/04/181 DRIP LINE TREE PROTECTION FENCE, 6' HIGH CHAIN LINK EXISTING GRADE DIRECT BURIED POST DRIPLINE DIMENSION VARIES STAINLESS STEEL LOCKING BAND GALVANIZED STEEL FRAME LIFT HANDLES OVERFLOW FEATURE GEOTEXTILE FILTER BAG WITH REINFORCED POLYESTER OUTER MESH NOTE: TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH BASINS AND STORM INLETS. INLET FILTER TO BE ROUND IPP INLET FILTER AS MANUFACTURED BY INLET & PIPE PROTECTION, INC (847-722-0690) OR APPROVED OTHER. CLEAN FILTER AS NEEDED. ROUND INLET FILTER Stormwater Pollution Prevention Details 0'40'20'10' SCALE: C501 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 NOT TO SCALE SILT FENCE1 NOT TO SCALE NPDES POSTING BOX2 NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE3 NOT TO SCALE TREE PROTECTION FENCE4 NOT TO SCALE TEMPORARY SEED MIX & SCHEDULE5 NOT TO SCALE EROSION CONTROL BLANKET6 NOT TO SCALE CONCRETE WASHOUT7 NOT TO SCALE INLET PROTECTION FILTER8 150' M I N . O R A S SIT E A L L O W S VARIES (9'-0" MIN.) SEE LAYOUT PLAN VARIES (9'-0" MIN.) SEE LAYOUT PLAN ℄ ROADWAY 2" BITUMINOUS SURFACE COURSE 2" BITUMINOUS BINDING COURSE 8" AGGREGATE BASE (INDOT #53) FLUSH CONCRETE CURB SEE GRADING PLANS FOR CONTINUATION 2'-0"2'-0" WOODEN GUARDRAIL SEE LAYOUT PLAN FOR LOCATION 1.00% MIN.1.00% MIN. 1'-6" TYP. INDOT SUBGRADE TREATMENT IIA, AS DIRECTED IN FIELD BY GEOTECH VARIES (9'-0" MIN.) SEE LAYOUT PLAN VARIES (9'-0" MIN.) SEE LAYOUT PLAN 2'-0" ℄ ROADWAYWWF 6 X 6, W2.9 X W2.9 AT MID DEPTH 6" AGGREGATE BASE (INDOT #53) FLUSH CONCRETE CURB OR CONCRETE BARRIER CURB SEE LAYOUT PLAN FOR LOCATION SEE GRADING PLANS FOR CONTINUATION 2'-0" 1.00% MIN.1.00% MIN. EXPANSION JOINT ,TYP. 3" TYP. 8" CONCRETE - SEE LAYOUT PLANS FOR SCORING - REFER TO SPECIFICATIONS FOR CONCRETE PATTERN INDOT SUBGRADE TREATMENT IIA, AS DIRECTED IN FIELD BY GEOTECH CONCRETE 4" AGGREGATE BASE (INDOT #53) 36"4"12"24" ROADWAY PAVEMENT SEE LAYOUT PLANS FOR TYPE 1/4" / FT #4 BAR CONTINUOUS, TYP. 4"4" EXISTING GRADE, SEE GRADING PLANS FOR CONTINUATION 3"3/4" R CONCRETE 4" AGGREGATE BASE (INDOT #53) 6"3/4" R 6"1/4" / FT 36" 24" 4"4" #4 BAR CONTINUOUS, TYP. EXISTING GRADE, SEE GRADING PLANS FOR CONTINUATION ROADWAY PAVEMENT SEE LAYOUT PLANS FOR TYPE 4"12"3"3/4" R CONCRETE 4" AGGREGATE BASE (INDOT #53) 6" 3/4" R 6"1/4" / FT VARIES - MIN. 18" - MAX - 48" SEE LAYOUT PLANS FOR GUTTER WIDTH 4"4" #4 BAR CONTINUOUS, TYP. ROADWAY PAVEMENT SEE LAYOUT PLANS FOR TYPE 4"12"3"EXPANSION JOINT , TYP. 3" PROVIDE EXPANSION JOINT AND DOWELS WHERE BACK OF CURB MEETS PAVING 2.08%1.00% 32'-0" - SEE LANDSCAPE PLANS FOR PLANTING4'-0"26'-0"2'-0" CENTRAL ISLAND MINIMUM 18" TOPSOIL CONCRETE REVERSE PITCH BARRIER CURB SEE GRADING PLANS FOR CONTINUATION CONCRETE ROLL CURB AND GUTTER HEAVY DUTY CONCRETE PAVING FLUSH CONCRETE CURB 2'-0"℄ ISLAND 12"24"6"LANDSCAPE DITCH CROWN HIGH POINT ELEV.: 906.95 2.08%1.00% 4'-0"26'-0"2'-0" LANDSCAPE UNDERDRAIN CLEANOUT MIN. 1'EXPANSION JOINT ,TYP. EDGE OF PAVEMENT ELEV.: 905.05 (TYP.) BACK OF CURB ELEV.: 905.38 (TYP.) BACK OF CURB ELEV.: 905.95 (TYP.) 24" 4"10"10"6" R1' R3"10"14"#4 BAR CONTINUOUS, TYP. 4"4" CONCRETE 4" AGGREGATE BASE (INDOT #53) PROVIDE EXPANSION JOINT AND DOWELS WHERE BACK OF CURB MEETS PAVING EXPANSION JOINT, TYP. 3" 9'-0" MIN. PAINTED HANDICAP SYMBOL PER INDIANA STANDARDS, TYP. 4" WIDE YELLOW PAINTED STRIPE, TYP.18'-0"NOTE: ALL BARRIER FREE PAVEMENT SURFACES SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION CONCRETE RIBBON CURB 9'-0" MIN. 4" WIDE WHITE PAINTED, TYP.PLAN ELEVATION SECTION CL 10"2"8" 3"4"4" 10"11" 4"3"7 1/2"25 8"25 8" 6" 6"6"5 1/2"11"3'-0" MIN. REINF. 2-#5 x 5'-6 1" DIA. HOLE FOR 3/4 " x 30" LG. STEEL ANCHOR - 2 PER BUMPER PRECAST CONCRETE CONCRETE CURB 4" AGGREGATE BASE (INDOT #53) (2) #4 BAR CONTINUOUS, TYP. FINISIHED GRADE, SEE GRADING AND LANDSCAPE PLANS FOR CONTINUATION PROVIDE THICKENED EDGE CONCRETE PAVING AT BARRIER CURB INTERFACE SEE LAYOUT PLANS FOR TYPE OF ADJACENT PAVING 6"6" TYP.1'-6"ISOLATION JOINT AND DOWEL WHERE BARRIER CURB MEETS CONCRETE PAVING Site Details C502 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SCALE: 1" = 5' ASPHALT PAVEMENT1 SCALE: 1" = 5' HEAVY DUTY CONCRETE PAVING2 SCALE: 1" = 5' ROUNDABOUT SECTION3 SCALE: 1" = 1' FLUSH CURB AND GUTTER4 SCALE: 1" = 1' CONCRETE CURB AND GUTTER5 SCALE: 1" = 1' CONCRETE ROLL CURB AND GUTTER6 SCALE: 1" = 1' REVERSE PITCH CURB AND GUTTER7 NOT TO SCALE ADA PARKING STRIPING9 SCALE: 1/2" = 1' CONCRETE WHEELSTOP10SCALE: 1" = 1' CONCRETE BARRIER CURB8 6'-0", TYP. LIMESTONE - BROWN SIZE PER INDOT NO.73 WITH SURFACE STABILIZER FILTER FABRIC AGGREGATE BASE (INDOT #53) SUBGRADE 3"6"TOPSOIL AGGREGATE TRAIL SUBGRADE CONCRETE WALK AGGREGATE BASE 31 2"3"2"EXPANSION JOINT WITH 6" SMOOTH STEEL DOWEL @ 36" O.C., SLEEVE ONE END SUBGRADE CONCRETE WALK, PROVIDE THICKENED EDGE AT BACK OF CURB AGGREGATE BASE 1'-0"RIBBON CURB WITH BARRIER CURB, SEE PLANS FOR LOCATIONS AND REINFORCEMENT 1'-0"4"1 1 EXPANSION JOINT WITH 6" SMOOTH STEEL DOWEL @ 36" O.C., SLEEVE ONE END SUBGRADE CONCRETE WALK, PROVIDE THICKENED EDGE AT BACK OF CURB AGGREGATE BASE 1'-0"RIBBON CURB, SEE PLANS FOR LOCATIONS 1'-0"4"1 1 (2) #4 BAR CONTINUOUS (2) #4 BAR CONTINUOUS ENGINEERED WOOD PLAY SURFACING FILTER FABRIC DRAIN AGGREGATE 1% MIN. SLOPE TO UNDERDRAIN SUBGRADEPERABOVE4" MIN.ENGINEERED WOOD PLAY SURFACE CRITICAL FALL HEIGHT ZONE TOTAL THICKNESS 0'-0"6" 5'-0"8" 6'-0"10" 9'-0"1'-0" NOTE: CRITICAL FALL HEIGHTS TO DETERMINE THICKNESS OF PLAY SURFACING. PREPARED SUBGRADE 4" COMPACTED SUBBASE 5" CONCRETE PAVEMENTMEDIUM BROOM FINISH 6" X 6" WWF W2.9 AT MID-DEPTH 15" TOOLED CONTROL JOINT, THEN SAW JOINT TO 14 PAVEMENT DEPTH 14" RADIUS TYP. CONCRETE PAVEMENT - SEE DETAIL 12"JOINT SEALANT TOP OF PAVEMENT PREFORMED EXPANSION JOINT MATERIAL 14" RADIUS 14"BACKER ROD CL NOTE: EXPANSION JOINTS SHALL BE LOCATED WHERE CONCRETE PAVEMENT ADJOINS BUILDING FACE AND WALLS WITH FROST FOOTINGS AND ALL FIXED OBJECTS, AND AS REQUIRED BY SPECIFICATIONS. 8" CONCRETE PAVEMENT (2) #5 REBAR, CONTINUOUS COMPACTED AGGREGATE BASE PREPARED SUBGRADE 8"1'-3"R 1 " SEE PLANS FOR ADJACENT MATERIAL BIKE LOOP ·MODEL: SARIS CYCLING GROUP MODEL # 2213 - 2 BIKE FM BIKE DOCK OR APPROVED EQUAL ·COLOR: BLACK ·FINISH: POWDERCOAT MOUNTING PLATE, ATTACHMENT AND HARDWARE PER MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS CONCRETE WALK 2'-8"2'-6" Site Details 0'40'20'10' SCALE: C503 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SCALE: 1" = 1' STABILIZED AGGREGATE TRAIL1 SCALE: 1" = 1' CONCRETE PAVEMENT2 SCALE: 1" = 1' CONCRETE WALK AND CURB INTERFACE5 SCALE: 1" = 1' CONCRETE WALK AND AGGREGATE TRAIL INTERFACE6 SCALE: 1" = 1' ENGINEERED WOOD CHIP SURFACING8 SCALE: 1:1 ISOLATION (EXPANSION) JOINT4 NOT TO SCALE CONTROL JOINT3 SCALE: 1" = 1' THICKENED EDGE CONCRETE PAVEMENT7 SCALE: 1" = 1' BIKE RACK9 10'-0"6'-0"4"1'-10"1'-6"AGGREGATE BASE, PROVIDE 4" MIN AGGREGATE BASE, ALL SIDES SUBGRADE EDGE CONDITION 3'-73 4" MIN. SPACER BLOCK3'-0"3'-6"8"8"4"8"8"3 4" Ø GALV. BOLT WITH NUT & WASHER (COUNTERSUNK) (2) 4" X 8" X 12'-0" RAIL 12" X 12" X 6'-6" POST 2" CHAMFER ON TOP 6'-0" O.C. (TYP.) 1'-6" WOOD GUARDRAIL NOTES: 1) ALL LUMBER TO BE PRESSURE TREATED. 2) POST TO BE AUGAR INTO GROUND. 3) PROVIDE BURIED END CONDITION, TYP. UNLESS OTHERWISE NOTED (2/C504) (2) 4" X 8" X 12'-0" RAIL; CUT INTO POST 12" X 12" X 6'-6" POST 2" CHAMFER ON TOP CUT SLOTS TO RECEIVE RAIL 34" Ø GALV. BOLT WITH NUT & WASHER (COUNTERSUNK) FINISHED GRADEFINISHED GRADE SECTION FRONT ELEVATION: GRAVEL COLLAR 18"3'-6" MIN.5'-0" MAX.3'-6"31 2"31 2"312"EMBED POSTS 4"X6" CURB AND BLOCK 2"X8" RAIL 2"X4" RAIL 2"X6" RAIL 2"X6" RAIL 2"X6" CAP (ROUND EDGES) 3 4" #9 (10 GA.) STAINLESS EXPANDED METAL, TYPE 304 STANDARD, ORIENT WITH SMALL OPENING RUNNING VERTICAL. SHOTBLAST TO REMOVE ALL BURS AND SHARP EDGES. POWDERCOAT AND CLEAR COAT ALL SURFACES, COLOR TO BE SELECTED. NOTE: 1. ALL WOOD TO BE CEDAR, OR APPROVED EQUAL. 2. BASIS OF DESIGN IS THE EXISTING GUARDRAIL ON THE WEST PARK POND BOARDWALK. FINISHED GRADE 2'-11"3'-6" MIN.6"2'-0" DIA., MIN. MANUAL RETRACTABLE BOLLARD ISOLATION (EXPANSION) JOINT ALL SIDES CONCRETE PAVEMENT CONCRETE FOUNDATION EMBED PER MFTC'S STANDARDS2" PVC DRAIN PIPE COMPACTED AGGREGATE BASE Site Details C504 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SCALE: 1/2" = 1' GUARDRAIL TERMINUS2 SCALE: 1" = 1' PEDESTRIAN GUARDRAIL3 SCALE: 1" = 1' MANUAL RETRACTABLE BOLLARD4 SCALE: 1/4" = 1' WOODEN GUARDRAIL1 GENERAL NOTES: 1. PROVIDE SHOP DRAWINGS SIGNED AND STAMPED BY INDIANA PROFESSIONAL ENGINEER FOR ALL BOARDWALK ELEMENTS. 2. ENSURE POSITIVE SITE DRAINAGE BELOW AND THROUGH BOARDWALK SPANS. 3. TREADS AND BEAMS SHALL BE PRECAST BOARDWALK SYSTEM BY PERMATRAK, OR APPROVED EQUAL. SUBMIT DETAILED SHOP DRAWINGS. 4. PRECAST ELEMENTS SHALL BE FREE OF CHIPS, CRACKS, AND SEAMS. 5. PRECAST ELEMENTS SHALL BE INTEGRAL COLOR WITH SANDBLAST FINISH. SUBMIT COLOR AND FINISH SAMPLES FOR REVIEW. 6. PLACE 18" THICK RUBBER PAD BETWEEN BEAM & TREADS FOR UNEVEN BEARING 7. PROVIDE 14" CHAMFER ON ALL EXPOSED EDGES OF TREADS. DESIGN DATA: 1. BOARDWALK SHALL BE DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND THE LRFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN BRIDGES. 1.1. DESIGN LIVE LOAD: PEDESTRIAN LOADING - 90 PSF UNIFORM. VEHICULAR LOADING - 5,000 LBS, 2,500 LBS PER AXLE WITH MIN 96" WHEELBASE CASE 1 - H-5 TRUCK - 10,000 LBS TOTAL LOAD 2. ABUTMENTS SHALL BE DESIGNED FOR LATERAL EARTH PRESSURE, LIVE LOAD SURCHARGE AND STRUCTURAL LOADS. ASSUMED ALLOWABLE BEARING PRESSURE: 2,500 PSF (CONTRACTOR TO VERIFY) PRECAST CONCRETE TREAD PRECAST CONCRETE BEAM (BELOW) CONCRETE ABUTMENT 1'-0"VARIES, SEE PLANS1'-0" SPACING FOR CONCRETE PIERS, PER MFCT. CONCRETE PIERS WITH PRECAST CONCRETE CAPS RIVER ROCK CHANNEL INSTALL DIRECTLY BELOW ALL BOARDWALK TREADS LIMESTONE BOULDERS AT ABUTMENTS VARIES; SEE PLANS 1'-3"6" MIN.3'-6" MIN.16" TYP. FINISHED GRADE POLYURETHANE PINS IN BEAM TO SECURE TO PIER RIVER ROCK CHANNEL INSTALL DIRECTLY BELOW ALL BOARDWALK TREADS. SEE PLANS FOR CONTINUATION OUTSIDE OF BOARDWALK PRECAST CONCRETE PEDESTAL CAP TO RECEIVE PINS FROM BEAMS PREPARED SUBGRADE CONTINUOUS 1 8" THICK RUBBER PAD BETWEEN TREAD & BEAM FOR UNEVEN BEARING FINISH GRADE: ENSURE POSITIVE SITE DRAINAGE BELOW BOARDWALK PRECAST CONCRETE BEAM PRECAST CONCRETE TREAD CAST-IN-PLACE CONCRETE PIER Site Details 0'40'20'10' SCALE: C506 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 1/2" = 1' PRECAST CONCRETE BOARDWALK - ELEVATION1 1/2" = 1' PRECAST CONCRETE BOARDWALK - SECTION2 1/2" = 1' CONCRETE ABUTMENT3 1'-0"APPROX 1'-3"3'-6" MIN.3" MIN.3" MIN.2'-0" MIN. ADJACENT PAVING (SEE LAYOUT & MATERIALS PLAN) DOWELED EXPANSION JOINT @ ABUTMENT DOWELS EVERY 12" O.C. FORM OR FIELD CUT GROOVE IN ABUTMENT AS NEEDED TO RECEIVE BOARDWALK TREADS POLYURETHANE PINS IN BEAM TO SECURE FORM OR FIELD CUT CHAMFERED GROOVE IN ABUTMENT AS NEED TO RECEIVE BOARDWALK BEAM PINS. FINISHED GRADE ENSURE POSITIVE SITE DRAINAGE BELOW AND THROUGH BOARDWALK SYSTEM #4 HORIZONTAL TIES @ 12" O.C. (MIN.) #5 @ 12" O.C. (MIN.) - BOTH DIRECTIONS REINFORCED CONCRETE ABUTMENT COMPACTED BACKFILL 2000 PSF BEARING CAPACITY AMEND SOIL AS DIRECTED BY ENGINEER1 1 *CONFIRM & VERIFY EXACT DEPTH OF BOARDWALK SYSTEM PER MANUFACTURER PRIOR TO ABUTMENT CONSTRUCTION 1'-2"1.00%4"WOODEN GUARDRAIL RIBBON CURB ASPHALT ROADWAY RIPRAP RIPRAP COORDINATE LOCATION OF WOODEN GUARDRAIL POSTS WITH CULVERT PIPING (2) 48 LF - 14"x23" ELLIPTICAL RCP @ 1.00% TYPICAL PIPE PENETRATION REINFORCING: WALL AND REINFORCING IS SYMMETRICAL ABOUT CENTERLINE ADDITIONAL VERT. BAR ON EACH SIDE OF OPENING ADDITIONAL HORZ. BAR TOP AND BOTTOM OF OPENING, 5'-0" LONG (4) 5'-0" LONG DIAGONAL BARS AS SHOWN NOTES: 1) ALL REINFORCING SHALL BE #4 BARS. 2) REINFORCING IS SYMMETRICAL ABOUT THE CENTERLINE. REINFORCING SHOWN ON ONE SIDE OF CENTERLINE IS OMITTED ON THE OTHER SIDE FOR CLARITY. #4 @ 12" O.C. EACH WAY. TYPICAL WALL REINFORCING #4 @ 12" O.C. EACH WAY TYPICAL CUT OFF WALL REINFORCING:2'-0"1'-0"R10'-0"10"6"18'-0" 16'-0"4'-0"HEADWALL CONCRETE BASE SLAB END OF PIPE SHALL BE FLUSH WITH HEAD WALL FACE (TYP.)1'-2"4"10" 6"6"6"1'-6"3/4" CHAMFER FORM LINER TEXTURED FINISH RCP-SEE GRADING PLANS FOR I.E. 4" WIDE SMOOTH BAND AT TOP RIPRAP OPTIONAL CONST. JNT. STRUCTURAL BACKFILL #4 @12" O.C. #4 @12" O.C. 12" MIN. GRANULAR FILL #4 12" O.C. EACH WAY #4 @12" O.C. (18" X 18" 'L' BAR)1'-0"Site Details 0'40'20'10' SCALE: C507 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SCALE: 1/4" = 1' ENTRY CULVERT SECTION1 8'2'0' 4' GRAPHIC SCALE SCALE: 1/2" = 1' ENTRY CULVERT HEADWALL - ELEVATION2 SCALE: 1/2" = 1' ENTRY CULVERT HEADWALL - PLAN VIEW3 SCALE: 1/2" = 1' ENTRY CULVERT HEADWALL - SECTION4 17' CLEAR PRECAST ARCH SECTIONS TOP OF FOOTING4' MIN.CLEAR6'-8 3/8"PROPOSED PROF DRIVE PROFILE 1'-0"4'-0" 12" TOPSOIL CAST-IN-PLACE CONCRETE FOOTING 9'9' VARIES LAWN 2'2'PRECAST HEADWALL TOP OF PRECAST ARCH SECTION BOTTOM OF PRECAST ARCH SECTION ELEV.=891.90 ELEV.=891.80 C OF PROF DR. ELEV.= 903.5 L APPROXIMATE STREAM BED PROFILE AT CENTERLINE 18' ROAD CAST-IN-PLACE FOOTING4' MIN.CLEAR12" TOPSOIL VEHICULAR GUARDRAIL PEDESTRIAN GUARDRAILVARIES LAWN 10' WALK PRECAST WINGWALLS 57' LENGTH 20' HEADWALLS17' WIDTH30' WING WALLS Site Details 0'40'20'10' SCALE: C507.1 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 1" = 5' PRECAST ARCH CULVERT - SECTION1 1" = 5' PRECAST ARCH CULVERT - SECTION2 DESIGN/BUILD PRECAST CONCRETE STRUCTURE SPECIFICATION 1. QUALITY ASSURANCE THE CONTRACTOR SHALL DEMONSTRATE ADHERENCE TO THE STANDARDS SET FORTH IN THE NPCA QUALITY CONTROL MANUAL. THE DESIGN/BUILD CONTRACTOR SHALL MEET EITHER SECTION 1.1 OR 1.2. 1.1 CERTIFICATION THE DESIGN/BUILD CONTRACTOR SHALL BE CERTIFIED BY THE PRECAST/PRESTRESSED CONCRETE INSTITUTE PLANT CERTIFICATION PROGRAM OR NATIONAL PRECAST CONCRETE ASSOCIATION'S PLANT CERTIFICATION PROGRAM PRIOR TO AND DURING PRODUCTION OF THE PRODUCTS COVERED BY THIS SPECIFICATION. 1.2 QUALIFICATIONS, TESTING AND INSPECTION 2.1 THE DESIGN/BUILD CONTRACTOR SHALL HAVE BEEN IN THE BUSINESS OF PRODUCING PRECAST PRODUCTS SIMILAR TO THOSE SPECIFIED FOR A MINIMUM OF THREE YEARS. CONTRACTOR SHALL MAINTAIN A PERMANENT QUALITY CONTROL DEPARTMENT OR RETAIN AN INDEPENDENT TESTING AGENCY ON A CONTINUING BASIS. THE AGENCY SHALL ISSUE A REPORT, CERTIFIED BY A LICENSED ENGINEER, DETAILING THE ABILITY OF THE DESIGN/BUILD CONTRACTOR TO PRODUCE QUALITY PRODUCTS CONSISTENT WITH INDUSTRY STANDARDS. 2.2. THE DESIGN/BUILD CONTRACTOR SHALL SHOW THAT THE FOLLOWING TESTS ARE PERFORMED IN ACCORDANCE WITH THE ASTM STANDARDS INDICATED. TESTS SHALL BE PERFORMED FOR EACH 150 CUBIC YARDS OF CONCRETE PLACED, BUT NOT LESS FREQUENTLY THAN ONCE PER PRODUCTION RUN. 2.2.1 AIR CONTENT: C231 OR C173 2.2.2 COMPRESSIVE STRENGTH: C39, C497 2.3 THE DESIGN/BUILD CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING COMPLIANCE WITH THIS SECTION TO THE ARCHITECT/ENGINEER AT REGULAR INTERVALS OR UPON REQUEST. 2.4 THE OWNER'S REPRESENTATIVE MAY PLACE AN INSPECTOR IN THE PLANT WHEN THE PRODUCTS COVERED BY THIS SPECIFICATION ARE BEING MANUFACTURED. 1.3 PERMISSIBLE VARIATIONS 1.3.1 BRIDGE UNITS 1.3.2 INTERNAL DIMENSIONS - THE INTERNAL DIMENSIONS SHALL VARY NOT MORE THAN 1 % FROM THE DESIGN DIMENSIONS NOR MORE THAN 1-1/2 INCHES WHICHEVER IS LESS. THE HAUNCH DIMENSIONS SHALL VARY NOT MORE THAN 3/4 INCH FROM THE DESIGN DIMENSION. 1.3.3 SLAB AND WALL THICKNESS - THE SLAB AND WALL THICKNESS SHALL NOT BE LESS THAN THAT SHOWN IN THE DESIGN BY MORE THAN 1/4 INCH. A THICKNESS MORE THAN THAT REQUIRED IN THE DESIGN SHALL NOT BE CAUSE FOR REJECTION. 1.3.4 LENGTH OF OPPOSITE SURFACES - VARIATIONS IN LAYING LENGTHS OF TWO OPPOSITE SURFACES OF THE BRIDGE UNIT SHALL NOT BE MORE THAN ½ INCH IN ANY SECTION, EXCEPT WHERE BEVELED ENDS FOR LAYING OF CURVES ARE SPECIFIED BY THE PURCHASER. 1.3.5 LENGTH OF SECTION - THE UNDERRUN IN LENGTH OF A SECTION SHALL NOT BE MORE THAN 1/2 INCH IN ANY BRIDGE UNIT. 1.3.6 POSITION OF REINFORCEMENT - THE MAXIMUM VARIATION IN POSITION OF THE REINFORCEMENT SHALL BE 1/2 INCH. IN NO CASE SHALL THE COVER OVER THE REINFORCEMENT BE LESS THAN 1 1/2 INCHES FOR THE OUTSIDE CIRCUMFERENTIAL STEEL OR BE LESS THAN 1 INCH FOR THE INSIDE CIRCUMFERENTIAL STEEL AS MEASURED TO THE EXTERNAL OR INTERNAL SURFACE OF THE BRIDGE. THE TOLERANCES OR COVER REQUIREMENTS DO NOT APPLY TO MATTING SURFACES OF THE JOINTS. 1.3.7 AREA OF REINFORCEMENT - THE AREAS OF STEEL REINFORCEMENT SHALL BE THE DESIGN STEEL AREAS AS SHOWN IN THE MANUFACTURER'S SHOP DRAWINGS. STEEL AREAS GREATER THAN THOSE REQUIRED SHALL NOT BE CAUSE FOR REJECTION. THE PERMISSIBLE VARIATION IN DIAMETER OF ANY REINFORCEMENT SHALL CONFORM TO THE TOLERANCES PRESCRIBED IN THE ASTM SPECIFICATION FOR THAT TYPE OF REINFORCEMENT. 1.3.8 WINGWALLS AND HEADWALLS 1.3.9 WALL THICKNESS - THE WALL THICKNESS SHALL NOT VARY FROM THAT SHOWN IN THE DESIGN BY MORE THAN 1/2 INCH. 1.3.10 LENGTH/HEIGHT OF WALL SECTIONS - THE LENGTH AND HEIGHT OF THE WALL SHALL NOT VARY FROM THAT SHOWN IN THE DESIGN BY MORE THAN 1/2 INCH. 1.3.11 POSITION OF REINFORCEMENT - THE MAXIMUM VARIATION IN THE POSITION OF THE REINFORCEMENT SHALL BE 1/2 INCH. IN NO CASE SHALL THE COVER OVER THE REINFORCEMENT BE LESS THAN 1 1/2 INCHES. 1.3.12 SIZE OF REINFORCEMENT - THE PERMISSIBLE VARIATION IN DIAMETER OF ANY REINFORCING SHALL CONFORM TO THE TOLERANCES PRESCRIBED IN THE ASTM SPECIFICATION FOR THAT TYPE OF REINFORCING. STEEL AREA GREATER THAN THAT REQUIRED SHALL NOT BE CAUSE FOR REJECTION. 1.4 WORKMANSHIP AND FINISH THE BRIDGE UNITS, WINGWALLS, AND HEADWALLS SHALL BE SUBSTANTIALLY FREE OF FRACTURES. THE ENDS OF THE BRIDGE UNITS SHALL BE NORMAL TO THE WALLS AND CENTERLINE OF THE BRIDGE SECTION, WITHIN THE LIMITS OF THE VARIATIONS GIVEN IN SECTION 1.3 ABOVE, EXCEPT WHERE BEVELED ENDS ARE SPECIFIED. THE FACES OF THE WINGWALLS AND HEADWALLS SHALL BE PARALLEL TO EACH OTHER TO EACH OTHER; WITHIN THE LIMITS OF VARIATIONS GIVEN IN SECTION 1.3 ABOVE. THE SURFACE OF THE PRECAST ELEMENTS SHALL BE A SMOOTH STEEL FORM OR TROWELED SURFACE. TRAPPED AIR POCKETS CAUSING SURFACE DEFECTS SHALL BE CONSIDERED AS PART OF A SMOOTH, STEEL FORM FINISH. GENERAL NOTES 1. BASIS OF DESIGN FOR PRECAST ARCH CULVERT IS CONSPAN 'O-SERIES' 0117, 17' WIDTH BY 57' LENGTH BY 6'-8 3 8" RISE. 2. THE DESIGN/BUILD CONTRACTOR SHALL DESIGN THE BRIDGE STRUCTURE AND WALLS IN ACCORDANCE WITH THE AASHTO BRIDGE DESIGN MANUAL. ALL BRIDGE DESIGN, DRAWINGS, DETAILS & SPECIFICATIONS SHALL BE SEALED BY AN INDIANA REGISTERED CIVIL ENGINEER. THE DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURE'S SUITABILITY TO THE EXISTING SITE CONDITIONS AND FOR THE HYDRAULIC EVALUATION - - INCLUDING SCOUR AND CONFIRMATION OF SOIL CONDITIONS. 3. PRIOR TO THE CONSTRUCTION THE DESIGN/BUILD CONTRACTOR MUST VERIFY ALL ELEVATIONS SHOWN THROUGH THE ARCHITECT/ENGINEER. 4. CONTRACTOR TO COORDINATE EMBEDMENT DEPTH AND ANCHORING DETAILS FOR GUARDRAILS ARCH CULVERT SECTION, WHERE DEPTH IS LESS THAN INDICATED ON THE GUARDRAIL DETAILS. DESIGN DATA DESIGN LOADING: AASHTO BRIDGE DESIGN MANUAL BRIDGE UNITS: HS20-44 HEADWALLS: EARTH PRESSURE ONLY WINGWALLS: EARTH PRESSURE ONLY DESIGN FILL HEIGHT: VARIES PER DRAWINGS WITH MINIMUM 1.60 FEET FROM TOP OF CROWN TO TOP PAVEMENT AT ROAD CENTERLINE. DESIGN METHOD: LOAD FACTOR PER AASHTO SPECIFICATION ASSUMED NET ALLOWABLE SOIL BEARING PRESSURE: REFER TO GEOTECHNICAL REPORT. ASSUMED GROSS ALLOWABLE SOIL BEARING PRESSURE: REFER TO GEOTECHNICAL REPORT. IT IS THE DESIGN/BUILD CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE ACTUAL SITE CONDITIONS AT THE TIME OF CONSTRUCTION ARE CONSISTENT WITH THE ASSUMED ALLOWABLE SOIL BEARING PRESSURE WITH A GEOTECHNICAL INVESTIGATION FROM A QUALIFIED GEOTECHNICAL ENGINEER. MATERIALS CONCRETE FOR FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. REINFORCING STEEL FOR FOOTINGS SHALL CONFORM TO ASTM A615 OR A996 - GRADE 60. BACKFILL BACKFILL DETAILS AND REQUIREMENTS FOR ALL PRECAST CONCRETE STRUCTURE ELEMENTS INDICATED ON THIS DRAWING ARE FOR REFERENCE PURPOSES ONLY. ACTUAL BACKFILL REQUIREMENTS SPECIFIC TO THE PRECAST CONCRETE STRUCTURE IN THIS PROJECT SHALL BE DETERMINED BY THE DESIGN/BUILD CONTRACTOR. BACKFILL SHALL BE CONSIDERED AS ALL REPLACED EXCAVATION AND NEW EMBANKMENT ADJACENT TO THE PRECAST CONCRETE STRUCTURE UNITS, WING WALLS, AND HEADWALLS. BACKFILL IN FRONT OF WING WALLS SHALL BE CARRIED TO GROUND LINES SHOWN IN THE PLANS. 1" = 10' PRECAST ARCH CULVERT - PLAN3 NOT TO SCALE GENERAL BACKFILL REQUIREMENTS4 VARIES: SEE LAYOUT AND MATERIALS PLANS VARIES:SEE GRADINGPLANLIMESTONE BLOCK CONCRETE PAVING NOTE: 1. LIMESTONE BLOCK SIZES INDICATED ON PLANS ARE APPROXIMATE. TOLERANCES WILL BE 3"±, BASED ON AVAILABILITY OF BLOCKS FROM SUPPLIER. 2. LIMESTONE BLOCKS SHALL BE STANDARD GRADE, FULL COLOR BLEND, AS PROVIDED BY INDIANA LIMESTONE COMPANY, OR APPROVED EQUAL. 3. CONTRACTOR TO SUBMIT BLOCK SAMPLES SHOWING FULL COLOR RANGE OF MATERIALS. LIMESTONE BLOCK BENCH THICKENED EDGE CONCRETE PAVING1'-6"±2'-0"± LEVEL LIMESTONE BASE TO PREVENT MOVEMENT NOTE: 1. LIMESTONE BLOCK SIZES INDICATED ON PLANS ARE APPROXIMATE. TOLERANCES WILL BE 1"±, BASED ON AVAILABILITY OF BLOCKS FROM SUPPLIER. 2. BLOCKS SHALL BE 4'-0" LENGTH MIN.; 6'-0" LENGTH MAX. 3. LIMESTONE BLOCKS SHALL BE STANDARD GRADE, FULL COLOR BLEND, AS PROVIDED BY INDIANA LIMESTONE COMPANY, OR APPROVED EQUAL. 4. CONTRACTOR TO SUBMIT BLOCK SAMPLES SHOWING FULL COLOR RANGE OF MATERIALS. RANGE: 3'-0" TO 4-0" WIDTH & LENGTH 1'-6"±LIMESTONE BLOCK SEAT CONCRETE PAVING OR 6" COMPACTED SUBBASE WHERE SHOWN IN NON-PAVED AREAS LEVEL LIMESTONE BASE TO PREVENT MOVEMENT NOTE: 1. LIMESTONE BLOCK SIZES INDICATED ON PLANS ARE APPROXIMATE. HEIGHT TOLERANCES WILL BE 1"±, BASED ON AVAILABILITY OF BLOCKS FROM SUPPLIER. 2. LIMESTONE BLOCKS SHALL BE STANDARD GRADE, FULL COLOR BLEND, AS PROVIDED BY INDIANA LIMESTONE COMPANY, OR APPROVED EQUAL. 3. CONTRACTOR TO SUBMIT BLOCK SAMPLES SHOWING FULL COLOR RANGE OF MATERIALS. (4) - #4 REBAR CONCRETE FOUNDATION (2) - #4 TIES @ 12" O.C. LIMESTONE BLOCK BOLLARD CORE BLOCK TO RECEIVE SLEEVING AND ANCHORING 3" DIA. SCH. 40 STEEL PIPE ISOLATION (EXPANSION) JOINT, TYP. 34" NON SHRINK GROUT SETTING BED. RAKE BACK 12" TO RECIEVE SEALANT. 4" SCH. 40 P.V.C. PIPE SLEEVE SUBGRADE42" MIN.15" MIN.5"5" ℄ NOTE: 1.LIMESTONE BLOCK SIZES INDICATED ON PLANS ARE APPROXIMATE. HEIGHT TOLERANCES WILL BE 3"±, BASED ON AVAILABILITY OF BLOCKS FROM SUPPLIER. 2. LIMESTONE BLOCKS SHALL BE STANDARD GRADE, FULL COLOR BLEND, AS PROVIDED BY INDIANA LIMESTONE COMPANY, OR APPROVED EQUAL. 3. CONTRACTOR TO SUBMIT BLOCK SAMPLES SHOWING FULL COLOR RANGE OF MATERIALS.2'-6"±24" Ø MIN. 3" CLEAR 2'-6"± STORMWATER CHAIN SEE ARCHITECTURAL DRAWINGS COMPACTED SUBBASE 1/4" X 6" EYE BOLT CORE AND EPOXY INTO BLOCK. NOTE: 1. LIMESTONE BLOCK SIZES INDICATED ON PLANS ARE APPROXIMATE. TOLERANCES WILL BE 3"±, BASED ON AVAILABILITY OF BLOCKS FROM SUPPLIER. 2. LIMESTONE BLOCKS SHALL BE STANDARD GRADE, FULL COLOR BLEND, AS PROVIDED BY INDIANA LIMESTONE COMPANY, OR APPROVED EQUAL. LARGE LIMESTONE BOULDERS AS ALSO SUPPLIED BY INDIANA LIMESTONE COMPANY MAY BE ACCEPTABLE IF CONFORMING TO SIZES INDICATED. 3. CONTRACTOR TO SUBMIT BLOCK SAMPLES SHOWING FULL COLOR RANGE OF MATERIALS. 4. DO NOT OVER-TIGHTEN STORM CHAIN TO EYEBOLT. FINISHED GRADE 1'-0"±1'-6"± 1 1 COMPACTED SUBBASE LIMESTONE BOULDERS SEE PLANS FOR LOCATION NOTE: 1. LIMESTONE BOULDER SIZES SHALL BE LARGE LANDSCAPE BOULDERS, AS PROVIDED BY INDIANA LIMESTONE COMPANY, OR APPROVED EQUAL. 2. LIMESTONE BOULDERS SHALL BE STANDARD GRADE, FULL COLOR BLEND, OR APPROVED EQUAL. 3. CONTRACTOR TO SUBMIT BLOCK SAMPLES SHOWING FULL COLOR RANGE OF MATERIALS. FINISHED GRADE 3" MIN.8" - 12" ± VARIES: SEE PLANS 1'-0"SEE LANDSCAPE DRAWINGS FILTER FABRIC, ALL SIDES RIVER ROCK TOPSOIL SUBGRADE NOTE: 1. SEE SPECIFICATION SECTION 32 9300.2.2.B, FOR RIVER ROCK MATERIAL AND SIZES. 1 1 COMPACTED SUBBASE LIMESTONE BOULDERS SEE PLANS FOR LOCATION NOTE: 1. LIMESTONE BOULDER SIZES SHALL BE LARGE LANDSCAPE BOULDERS, AS PROVIDED BY INDIANA LIMESTONE COMPANY, OR APPROVED EQUAL. 2. LIMESTONE BOULDERS SHALL BE STANDARD GRADE, FULL COLOR BLEND, OR APPROVED EQUAL. 3. CONTRACTOR TO SUBMIT BLOCK SAMPLES SHOWING FULL COLOR RANGE OF MATERIALS. FINISHED GRADE 3" MIN.8" - 12" ± POND TYPICAL H.W.E. (SEE GRADING AND UTILITY PLANS FOR ELEVATION.) Site Details C508 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 SCALE: 1" = 1' LIMESTONE SEAT1 SCALE: 1/2" = 1' LIMESTONE BLOCK3 SCALE: 1" = 1' LIMESTONE BOLLARD4 SCALE: 1" = 1' LIMESTONE BOULDERS5 SCALE: 1" = 1' LIMESTONE BENCH2 SCALE: 1" = 1' LIMESTONE BLOCK STORM CHAIN ANCHOR6 SCALE: 1" = 1' RIVER ROCK CHANNEL7 SCALE: 1" = 1' CONVEYANCE WEIR REINFORCEMENT8 NOTES: 1. MEETS ADA REGULATIONS. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 18"5"27" ADA HEIGHT29"7"10" PIPE OPTIONAL INTERNAL SURFACE CARRIER PF CONTROL BUTTON MDF RECOMMENDS A 3" OR 4" OPEN HUB DRAIN - BY OTHERS PET FOUNTAIN WATER C/L OF WASTE SUPPLY LINE REC. HB WITH LOCK DOOR 30" MIN. CLEARANCE ADA 40"40"CONCRETE ABUTMENT THICKENED EDGE CONCRETE METAL GRATE WALKWAY & FRAME FINISHED GRADE BELOW SEE GRADING PLANS VARIES, SEE PLANS1'-0"PER MFCT.12" TYP.GENERAL NOTES: 1. PROVIDE SHOP DRAWINGS SIGNED AND STAMPED BY INDIANA PROFESSIONAL ENGINEER FOR ALL METAL GRATE WALKWAY ELEMENTS. 2. METAL GRATE WALKWAY IS INTENDED ONLY FOR PEDESTRIANS, NO VEHICULAR USE. 3. METAL GRATE AND FRAME TO MATCH STYLE OF TRENCH DRAIN (DETAIL #4, SHEET C511), "JAMISON" STYLE AS PROVIDED BY URBAN ACCESSORIES, OR APPROVED EQUAL. SECURE FRAME TO ABUTMENT 18.00'10.00'CONCRETE FOOTING (BELOW) CAST-IN-PLACE CONCRETE CORE WALL ALUMINUM DOUBLE SWING GATE (2) 6'-0" WIDE GATE PANELS 12.00' 6.00'6.00' 1.00' STONE VENEER (LIMESTONE VENEER TO MATCH BUILDING)1.00'TYP.20.50'6.00'3.50'1.00'1.00' TYP.3"3" CONCRETE FOOTING (BELOW) PRECAST CONCRETE CAP STONE VENEER 12.50' 20.50'6.00'3.50'1.00'1.00' TYP.3"CONCRETE FOOTING (BELOW) PADLOCKABLE SLIDE BOLT 12.00' 6.00'6.00' HEAVY DUTY BARREL HINGES (2) PER GATE PANEL 2" SQ. ALUMINUM TUBE FRAME ALUMINUM INFILL PANEL BASIS OF DESIGN IS AMETCO ALUMINUM VENETIAN DOUBLE SWING GATE 12" x 1/4" ALUMINUM PLATE (PAINTED BLACK), STUD MOUNTED 1" OFF WALL FACEWEST PARK THE GROVES 3030 W. 116TH STREET 6" x 1/4" ALUMINUM PLATE (PAINTED BLACK), STUD MOUNTED 1" OFF WALL FACE WEST PARK THE GROVES 3030 W. 116TH STREET SOUTH ELEVATION EAST ELEVATION (NO SIGNAGE ON WEST ELEVATION) NORTH ELEVATION NOTES: 1. BASIS OF DESIGN FOR DOUBLE SWING GATE IS AMETCO ALUMINUM DOUBLE SWING GATE WITH VENETIAN INFILL PANELS. COLOR TO BE SELECTED BY OWNER FROM MANUFACTURER'S STANDARD COLORS, OR APPROVED EQUAL. 2. STONE VENEER TO MATCH SIZE, COLOR AND TEXTURE OF LIMESTONE VENEER ON BUILDING. STAINLESS STEEL DOWEL, 3/8" X 4", EPOXY SET. 2 PER CAPSTONE PRECAST CAP WITH CONTINUOUS 1/2" x 1/2" DRIP EDGE. SLOPE TOP OF CAP TO DRAIN LIMESTONE VENEER, ·1-1/4" THIN VENEER, ADHERED ·MATCH COLOR, SIZE AND PATTERN OF BUILDING LIMESTONE VENEER 12" MORTAR SETTING BED VENEER LEDGE, SLOPE TO DRAIN NOTE: 1. PROVIDE ENGINEERED DETAILED SHOP DRAWINGS INCLUDING ALL STRUCTURAL MATERIAL DIMENSIONS, CONNECTIONS, HARDWARE AND FOOTING DETAILS. REINFORCED CAST-IN-PLACE CONCRETE WALL REINFORCED CAST-IN-PLACE CONCRETE FOOTING FINISHED GRADE SEE GRADING PLANS HEAVY DUTY CONCRETE PAVING (INSIDE TRASH ENCLOSURE)6'-0"3"1'-0"3'-6"3'-11 2", MIN. 1'-0", TYP. KEYED CONSTRUCTION JOINT2"#5 BENT BAR DOWEL TO FOOTING (30" HIGH, 12" LEG), 12" O.C., SPLICED WITH VERTICAL REINFORCEMENT EACH FACE. EXPANSION JOINT, CONTINUOUS #5 @ 12" O.C. #5 CONTINUOUS #5 REBAR @ 12" O.C. TOP AND BOTTOM 3" CLR.2" CLR.3" CLR.PREPARED SUBGRADE 3" 1'-0" 1'-8" Site Details C509 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 NOT TO SCALE DRINKING FOUNTAIN1 SCALE: 1/2" = 1'-0" METAL GRATE WALKWAY2 SCALE: 1" = 5'-0" TRASH ENCLOSURE - PLAN3 SCALE: 1" = 5'-0" TRASH ENCLOSURE - ELEVATIONS4 SCALE: 3/4" = 1'-0" TRASH ENCLOSURE - SECTION5 VARIES4"MIN.MAX = O.D. + 24" BEDDING AND INITIAL BACKFILL:VARIES4"MIN.MAX = O.D. + 24" O.D.1'1/2 O.D.1/2 O.D.O.D. SATISFACTORY SOILS BEDDING NON-RIGID PIPE (INCLUDING PVC, HDPE) RIGID PIPE (INCLUDING RCP) FINAL BACKFILL INITIAL BACKFILL HAUNCHING BEDDING COMPACTED BACKFILL OR PAVEMENT STRUCTURE COMPACTED BACKFILL OR PAVEMENT STRUCTURE Utility Details C510 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 NOT TO SCALE GRINDER PUMP STATION1 NOT TO SCALE FIRE HYDRANT ASSEMBLY4 NOT TO SCALE WATER MAIN THRUST RESTRAINT6 NOT TO SCALE PIPE BEDDING (RCP, PVC, HDPE)3 NOT TO SCALE CONNECTION TO EXISTING WATER MAIN5 NOT TO SCALE TRENCH DETAIL FOR SEWERS AND WATER MAINS2 NOTES 1) GRINDER PUMP TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 2) BASIN DISCHARGE PIPE MATERIAL TO BE 2" HDPE, DR 11. Factory Applied Red Paint ADJUST TO FINISH GRADE WITH CONCRETE GRADE RINGS FINISHED GRADE PRECAST CONCRETE CL 6" MIN. COMPACTED AGGREGATE BASE 6" 3'-8" PRECAST OR CAST IN PLACE CONC. BASE 2'-0" 6" MIN 12" MAX OUTLET PIPE SEE PLAN FOR SIZE AND INVERT ELEVATION WATERTIGHT FLEXIBLE BOOTS MUST BE USED AT ALL OPENINGS SEE UTILITY PLANS FOR FRAME AND GRATE TYPE 2.0' SUMP NOTE: INSTALL TEMPORARY INLET PROTECTION FILTERS IN ALL PROPOSED CATCH BASINS, UNTIL VEGETATION IS ESTABLISHED. SEE DETAIL #8, SHEET C501.DIAMETERFLARED END SECTION SLOPE AS PER PLANS FLARED END SECTION PLACE STONES ON SIDE SLOPE OF OUTLET RIPRAP ON SIDE SLOPES PLAN STONES TO BE NATURAL FIELDSTONE, GRADATION SAME AS INDOT REVETMENT RIPRAP, CLASS 1. PLACE LARGER STONES NEAR OUTLET TO DISSIPATE OUTLET WATER ENERGY. CONSTRUCT 6" DEEP SWALE IN SUBGRADE ALONG RIP-RAP CENTERLINE GEOTEXTILE FILTER FABRIC UNDER ALL STONE 1'5'-0" LENGTH 4' PLUS CULVERTSECTION 6"6"6"2'-0"6" 2 C503CONCRETE PAVING AGGREGATE BASE CONCRETE WEDGE ANCHORS @ 18" O.C., TYP. STEEL FRAME, TYP. POWDER COAT FINISH URBAN ACCESSORIES - JAMISON TRENCH DRAIN: 24" WIDTH FINISH GRADE VARIES, SEE GRADING PLAN FOR RIM ELEVATIONS NOTES: 1. RIM & ELEVATIONS VARY, SEE UTILITY PLAN GRANULAR BACKFILL CAST-IN-PLACE CONCRETE VARIES,SEE PLAN10'-0"FINISH GRADE TRENCH GRATE TURNDOWN FLOW-THROUGH TRENCH GRATE URBAN ACCESSORIES - JAMISON TRENCH DRAIN: 24" WIDTH CAST-IN-PLACE CONCRETE TRENCH DRAIN CURB OPENINGS WHERE INDICATED ON PLAN, NEENAH MODEL R-3262-3 FINISH GRADE TOPSOIL COMPACTED SUBGRADE AGGREGATE BASE 2' DIA 4' DIA SEE PLANS FOR LID TYPE AND RIM ELEVATION 4'-0" SUMP5" (TYP)5" (TYP.) OUTLET PIPE SEE PLANS FOR SIZE & INVERT INLET PIPE SEE PLANS FOR SIZE & INVERT 4' DIA 2' DIA MANHOLE STEPS TOP STEP TO BE 1'-6" BELOW CASTING 6.0"Ø ORIFICE PLATE SEE PLANS FOR INVERT 6.0"Ø ORIFICE PLATE SEE PLANS FOR INVERT SEE PLANS FOR LID TYPE AND RIM ELEVATION WATERTIGHT FLEXIBLE BOOTS MUST BE USED AT ALL OPENINGS CONCRETE ADJUSTING RINGS LIMITED TO (3) RINGS. MAXIMUM COMBINED HEIGHT OF 12". RINGS MUST BE BUTYL RUBBER COATED WITH PLASTIC WRAP COVER. BED BASE SECTION IN MIN. 6" COMPACTED #8 GRANULAR MATERIAL APPLY MINIMUM 10 MIL BITUMINOUS COATING TO EXTERIOR OF STRUCTURE Utility Details C511 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 NOT TO SCALE STORMWATER CATCH BASIN, 2' DIAMETER1 NOT TO SCALE STORM SEWER FLARED END SECTION AND RIPRAP4NOT TO SCALE STORMWATER MANHOLE, 4' DIAMETER2 NOT TO SCALE TRENCH DRAIN5 STEEL TRENCH GRATE URBAN ACCESSORIES - JAMISON TRENCH DRAIN: 24" WIDTH TRENCH DRAIN ASSEMBLY, SECTION VIEW TRENCH DRAIN ASSEMBLY, PROFILE VIEW NOT TO SCALE STORMWATER RESTRICTING STRUCTURE (STM-RESTRICTOR-01, STM-RESTRICTOR-02)6 NOT TO SCALE TRENCH DETAIL FOR CITY STORM SEWERS3 NOTES: 1)SPLICE KIT (KING INNOVATION DRYCONN, DIRECT BURY LUG AQUA, CATALOG #90220) AT ALL TRACER WIRE SPLICING LOCATIONS 2)TRACE WIRE SHALL BE #8 AWG COPPER CLAD STEEL EXTRA HIGH STRENGTH, PART NUMBER 845*EHS, WITH A BREAK LOAD OF 2,785 POUNDS. WIRE SHALL BE COATED WITH A MINIMUM 30 MIL HDPE COATING. MINIMUM OF THREE (3) TRACE WIRES SHALL BE INSTALLED ALONG PIPE INSTALLED FOR ALL DIRECTIONAL DRILLING/BORING. 3)USE OF NON-LOCKING FRICTION FIT, TWIST ON OR TAPED CONNECTORS ARE PROHIBITED. CONNECTORS SHALL BE DIRECT BURY WIRE CONNECTORS, DRYCONN 3-WAY DIRECT BURY LUG, COPPERHEAD PART NUMBER 3WB-01, OR EQUIVALENT TO BE APPROVED BY THE ENGINEER. CONNECTORS SHALL BE DIELECTRIC SILICON FILLED TO SEAL OUT MOISTURE AND CORROSION, AND SHALL BE INSTALLED IN A MANNER SO AS TO PREVENT ANY UNINSULATED WIRE EXPOSURE. 4)ALL TRACE WIRE TERMINATION POINTS MUST UTILIZE AN APPROVED TRACE WIRE ACCESS BOX (ABOVE GROUND OR GRADE LEVEL/IN-GROUND AS APPLICABLE), SPECIFICALLY MANUFACTURED FOR THIS PURPOSE. ALL GRADE LEVEL/IN-GROUND ACCESS BOXES SHALL BE APPROPRIATELY IDENTIFIED WITH “SEWER” CAST INTO THE CAP AND BE COLOR CODED. A MINIMUM OF 2 FT. OF EXCESS WIRE IS REQUIRED IN ALL GRADE LEVEL TRACE WIRE ACCESS BOXES AFTER SETTING AT FINAL GRADE. 2" HDPE DR 11 SEWER PIPE DRILL INTO PVC TO ACCEPT TRACER WIRE FROM OUTSIDE 10 GAUGE TRACER WIRE, DOUBLE PULL (TYP.)* 6" PVC (TO BE CUT TO LENGTH AND NOTCH PVC AT THE BOTTOM TO FIT OVER MAIN.)6" MAX.COVER/LID SIGMA CORPORATION VB-284 (VB-2841S) MATERIAL: CAST IRON ASTM A4B CLASS-25B ENGINEERED WOOD PLAY SURFACING FINISH GRADE 6" DOUBLE WALL PIPE, PERFORATED HANCOR Hi-Q, TYPE 4 PIPE OR EQUIVALENT PER SECTION 401.01 OF THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS. SLOPE TO DRAIN NON-WOVEN FILTER FABRIC, 12" MIN. LAP AT SUBGRADE LEVEL #8 WASHED AGGREGATE 14" EQ.EQ.2"8" MIN.18" MIN.2" MIN.Utility Details C512 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 NOT TO SCALE SANITARY CLEANOUTS2 NOT TO SCALE FORCE MAIN TO MANHOLE CONNECTION3 NOT TO SCALE TRACER STATION, TRACE WIRE AND FORCE SEWER DETAIL4 NOT TO SCALE DEBRIS GUARD FOR FLARED END SECTIONS1 NOT TO SCALE UNDERDRAIN, TYPICAL5 NOT TO SCALE STORM STRUCTURE SIZING TABLE7NOT TO SCALE UNDERDRAIN BENEATH WOOD PLAY SURFACING6 8 C503 1 1 STORMWATER PERMIT RESUBMIT 05/04/18 Landscape Schedule C513 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 PLANT SCHEDULE UPLAND SEED MIX WET/MESIC SEED MIX WOODLAND SEED MIX Landscape Details 0'40'20'10' SCALE: C514 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 22109 WEST PARK: THE GROVES 3030 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroupjjr.com 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com DESIGN DEVELOPMENT 08/25/17 N 75% CD 11/27/17 STORMWATER PERMIT SET 12/12/17 ISSUED FOR BID 01/11/18 ISSUED FOR RE-BID 02/22/18 STORMWATER PERMIT RESUBMIT 03/06/18 ISSUED FOR CONSTRUCTION 04/02/18 SCALE: 1" = 1' DECIDUOUS TREE PLANTING1 SCALE: 1" = 1' EVERGREEN TREE PLANTING2 SCALE: 1" = 1' ORNAMENTAL TREE PLANTING3 SCALE: 1" = 1' SHRUB PLANTING4 SCALE: 1" = 1' PERENNIALS/GRASS PLANTING5 SCALE: 1" = 1' PLANT SPACING6 PLANTING MIXTURE AS SPECIFIED MOUND TOPSOIL TO FORM SAUCER TREE WRAP UNDISTURBED GROUND 18" MIN. NOTES: PRIOR TO DIGGING EACH PLANTING HOLE, REMOVE SOIL FROM THE TOP OF THE ROOTBALL AND EXPOSE ROOT COLLAR. DIG HOLE NO DEEPER THAN DISTANCE FROM ROOT COLLAR TO BOTTOM OF ROOTBALL. TREES PLANTED WITH ROOT COLLAR NOT VISIBLE AND/OR BELOW GRADE WILL BE REJECTED. ONCE TREE IS POSITIONED IN HOLE AND BACKFILLING HAS BEGUN, CUT OFF AND COMPLETELY REMOVE FROM HOLE ALL BURLAP AND WIRE BASKET FROM AT LEAST TOP 12 OF BALL APPLY MULCH 3" DEEP, KEEP MULCH 5" AWAY FROM TRUNK ROOT COLLAR TO BE SET SLIGHTLY ABOVE FINISH GRADE SCARIFY SIDES AND BOTTOM OF HOLE, AT LEAST 4" 'X' DIA 2X-3X DIA UNDISTURBED GROUND MOUND TOPSOIL TO FORM SAUCER TREE ANCHOR 18" MIN. PLANTING MIXTURE, AS SPECIFIED PRIOR TO DIGGING EACH PLANTING HOLE, REMOVE SOIL FROM THE TOP OF THE ROOTBALL AND EXPOSE ROOT COLLAR. DIG HOLE NO DEEPER THAN DISTANCE FROM ROOT COLLAR TO BOTTOM OF ROOTBALL. TREES PLANTED WITH ROOT COLLAR NOT VISIBLE AND/OR BELOW GRADE WILL BE REJECTED. ONCE TREE IS POSITIONED IN HOLE AND BACKFILLING HAS BEGUN, CUT OFF AND COMPLETELY REMOVE FROM HOLE ALL BURLAP AND WIRE BASKET FROM AT LEAST TOP 12 OF BALL APPLY MULCH 3" DEEP, KEEP MULCH 5" AWAY FROM TRUNK SCARIFY SIDES AND BOTTOM OF HOLE, AT LEAST 4" NOTES: 'X' DIA 2X-3X DIA PLANTING MIXTURE AS SPECIFIED TOPSOIL FILL OR UNDISTURBED SOIL TREE WRAP MOUND TO FORM SAUCER 18" MIN. PRIOR TO DIGGING EACH PLANTING HOLE, REMOVE SOIL FROM THE TOP OF THE ROOTBALL AND EXPOSE ROOT COLLAR. DIG HOLE NO DEEPER THAN DISTANCE FROM ROOT COLLAR TO BOTTOM OF ROOTBALL. TREES PLANTED WITH ROOT COLLAR NOT VISIBLE AND/OR BELOW GRADE WILL BE REJECTED. ONCE TREE IS POSITIONED IN HOLE AND BACKFILLING HAS BEGUN, CUT OFF AND COMPLETELY REMOVE FROM HOLE ALL BURLAP AND WIRE BASKET FROM AT LEAST TOP 12 OF BALL APPLY MULCH 3" DEEP, KEEP MULCH 5" AWAY FROM TRUNK SCARIFY SIDES AND BOTTOM OF HOLE, AT LEAST 4" NOTES: NEVER CUT LEADERS. PRUNE TO THIN AND SHAPE TREE CANOPY. SEE DETAIL. TREE SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS GRADE. 'X' DIA 2X-3X DIA MIN. 6" NOTES: PRUNE AS SPECIFIED REMOVE BURLAP FROM TOP 1/2 OF BALL, OR, WITH CONTAINER PLANTS, REMOVE POTS AND SPLIT BALLS AS SPECIFIED. PLANTING MIXTURE AS SPECIFIED, BED TO BE 2X DIA OF BALLED ROOTBALL SCARIFY TO 4" DEPTH AND RECOMPACT BALLED AND BURLAPPED SHRUBS BARE ROOT OR CONTAINER SHRUBS SUBGRADE 3" OF MULCH, KEEP MULCH 3" AWAY FROM BASE OF BRANCHES SET ROOT COLLAR AT FINISHED GRADE ROOTBALL24"PLANTING MIXTURE AS SPECIFIED 1" FINELY SHREDDED COMPOSTED BARK VARIES FINISH GRADE SPADE CUT BED EDGE TOPSOIL PERENNIAL, TYP. PLUG, TYP. D=DIMENSION OF PLANT SPACING (SHRUB, GROUNDCOVER OR PERENNIAL) IN BED PLANTINGS "D""D" "D" GROWING MEDIUM SOIL (TOPSOIL FURNISH AND PLACE) SEE PLAN FOR LOCATION SUBGRADE 1'-0"NOTES: 1.GROWING MEDIUM SOIL MUST BE A MIX OF 40% SAND, 30% TOPSOIL AND 30% COMPOST. 2.DRAIN AGGREGATE SHALL GRADED WITH A D50 SIZED BETWEEN 1.5 AND 3 INCHES, AND CLAY CONTENT OF TO LESS THAN 30 PERCENT. THE POROSITY OF THE MATERIAL SHOULD BE BETWEEN 0.3 AND 0.4. PROPOSED TOPSOIL 2'-0"DRAIN AGGREGRATE FILTER FABRIC SCALE: 1/2" = 1' VEGETATED FILTER STRIP WITH INFILTRATION TRENCH7 SCALE: NOT TO SCALE NATIVE SEEDING LIMITS SIGN8 5'-0" MIN. MOUNTING HEIGHT4" X 4" WOOD POST 3'-0"DIRECT BURY POST NOTE: 1.ALL CONNECTIONS SHALL BE ALUMINUM & VANDAL-PROOF. 2.REGULATORY SIGNS SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL STANDARDS. 3.SUBMIT SHOP DRAWINGS. "NATIVE WILDFLOWER PLANTING" SIGNAGE. INSTALL AT 150'-0" O.C. AROUND THE PERIMETER OF PEDESTRIAN AREAS WHERE ADJACENT TO NATIVE SEEDING. FINISHED GRADE SIGNAGE ENLARGEMENT 9"12"1 1 STORMWATER PERMIT RESUBMIT 05/04/18