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Home My WebLink AboutRiver Heritage Park Full SetC001COVER SHEETRIVER HERITAGE PARK PHASE I IMPROVEMENTS GENERAL NOTES 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE A TRENCH SAFETY SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONFIRM THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0233G, DATED NOVEMBER 19, 2014. 13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP. NO WETLANDS ARE IMPACTED BY THIS DEVELOPMENT. 15) ALL WATER MAINS, HYDRANTS, AND WATER VALVES SHALL BE INSPECTED AND SHALL COMPLY WITH BACKFILL, BEDDING, AND THRUST BLOCK REQUIREMENTS PER CARMEL UTILITIES DETAIL SHEETS. 11813 RIVER ROAD CARMEL, IN 46033 AREA LOCATION MAP OPERATING AUTHORITIES CONSTRUCTION DRAWINGS SITE MAP NO SCALE LATITUDE: 39.96052 N, LONGITUDE: -86.05986 W ERRORS AND OMISSIONS STATEMENT DESIGN PROFESSIONAL CERTIFYING PLANS FOR THE PROJECT ACKNOWLEDGES HIS PROFESSIONAL RESPONSIBILITY FOR ENSURING THAT ALL WORK IS CORRECT, ACCURATE AND COMPLIES WITH ALL APPROPRIATE LAWS, STANDARDS, REGULATIONS AND ORDINANCES. IF AN ERROR OR OMISSION IS FOUND, THE DESIGN PROFESSIONAL ACCEPTS FULL RESPONSIBILITY AND SHALL DETERMINE A SOLUTION THAT COMPLIES WITH ALL APPROPRIATE LAWS, STANDARDS, REGULATIONS AND ORDINANCES. IF SUCH AN ERROR OR OMISSION IS FOUND, THE DEVELOPER IS NOT RELIEVED OF COMPLYING WITH ALL APPROPRIATE LAWS, STANDARDS, REGULATIONS AND ORDINANCES. SOILS MAP NO SCALE NOT TO SCALE PLANS PREPARED BY WEIHE ENGINEERS 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 CONTACT PERSON: MICHAEL KROSSCHELL EMAIL: krosschellm@weihe.net PLANS PREPARED FOR CARMEL/CLAY PARKS & RECREATION 1411 EAST 116TH STREET CARMEL, INDIANA 46032 TELEPHONE: (317) 573-4018 CONTACT PERSON: MICHAEL KLITZING EMAIL: MKLITZING@CARMELCLAYPARKS.COM Carmel Street Department - Terry Killen 3400 West Main Street Westfield, Indiana 46074 317-733-2001 Carmel City Utilities Dept - John Duffy 30 West Main Street, Suite 220 Carmel, IN 46032 317-571-2443 City of Carmel Department of Engineering - Alex Jordan 1 Civic Square, 1st Floor Carmel, IN 46032 317-571-2441 Duke Energy - Travis Krick 16475 Southpark Drive Westfield, Indiana 46074 317-896-6704 Vectren Energy Centerpoint - Chad Miller 16000 Allisonville Road Noblesville, Indiana 46061 317-776-5590 TriCo Regional Sewer Utility - Ryan Hartman 7236 Mayflower Park Drive Zionsville, IN 46077 317-844-9200 AT & T - Brian Wente 240 North Meridian Street Indianapolis, IN 46204 317-610-5440 Bright House Networks - Jason Kirkman 3030 Roosevelt Avenue Indianapolis, IN 46218 317-632-9077 Spectrum (Internet & Cable) - Steve Creech 3030 Roosevelt Avenue Indianapolis, IN 46218 317-429-6691 SITERIVER RDE 126TH STREET E 116TH ST STREET HAZEL DELL PKWYSITE LEGAL DESCRIPTION 10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQRUSSELL L. WEBSTER II, PE No. 11900318 0/00/2019RUSSELL L . WEBST ER II PROFESSIONA L E NGINEERREGISTER E D INDIA N A PE11900318 STATE OF NO. E. 116TH STREET E. 126TH STREET HAZEL DELL PKWYGRAY ROADELLER ROADPROJECT BENCHMARK HCBR 141 HAMILTON COUNTY CONTROL DISK SET IN SOUTH END OF WEST HANDRAIL OF RIVER ROAD BRIDGE OVER VESTAL DITCH. ELEV. 754.38 (NAVD 88) SITE TBM TBM #1 NORTH BONNET BOLT ON THE FIRE HYDRANT LOCATED NEAR THE SOUTHEAST CORNER OF THE PARKING AREA. ELEV. 744.21 (NAVD 88) TBM #2 NORTH BONNET BOLT ON THE FIRE HYDRANT LOCATED NEAR THE SOUTHWEST CORNER OF THE SURVEYED PROPERTY. ELEV.745.46 (NAVD 88) W S N E W S N E W S N E FEMA FLOOD MAP W S N E SOILS MAP LEGEND Sheet List Table Sheet Number Sheet Title C001 COVER SHEET C100 EXISTING CONDITIONS C101 EXISTING CONDITIONS C102 EXISTING CONDITIONS D100 DEMOLITION PLAN D101 DEMOLITION PLAN D102 DEMOLITION PLAN C200 LAYOUT PLAN C201 LAYOUT PLAN C202 LAYOUT PLAN C203 LAYOUT ENLARGEMENT PLAN C204 GRADING PLAN C205 GRADING PLAN C206 GRADING PLAN C300 PRE-CON SWPPP C301 PRE-CON SWPPP C302 POST-CON SWPPP C303 POST-CON SWPPP C304 SWPPP SPECS C305 SWPPP DETAILS C306 SWPPP DETAILS C800 GENERAL DETAILS C801 GENERAL DETAILS C802 GENERAL DETAILS C803 GENERAL DETAILSELLER ROADSITEGRAY ROADALLISO N VILLE RD ALTERNATE #1 CONSISTS OF CONTRACTOR PURCHASE OF EACH OF THE ITEMS LISTED BELOW, AND DETAILED IN SPECIFICATIONS. PLAYGROUND EQUIPMENT, FABRIC SHELTER STRUCTURES (4), METAL SHELTER ROOF, BOARDWALK MATERIAL, ANOVA BENCHES, AND ANOVA TABLES. TREE MITIGATION PRACTICES: 1.) Contractor is responsible for clearly marking the proposed boardwalk and pathway on site 2.) Owner & Landscape Architect shall do a thorough walk through with the contractor and adjust the pathway accordingly to minimize all tree impacts. 3.) The contractor will be responsible for documenting all tree removal that will include but not limited to: a.) DBH b.) Type/Species c.) Location d.) Photos of Health Status e.) Non-Wetland Forest (at least one acre of disturbance) 2:1 ratio 4.) An area on site will be identified for replacement trees to be located. 5.) Mitigation efforts and location of all replacements shall be thoroughly documented for future Mitigation Performance that will include all Monitor Reporting outlined in the DNR Information Bulletin #17 (Fifth Amendment) Page 9 XI. ALTERNATE #2 CONSISTS OF ONE PARK RULES SIGN AND 10 INTERPRETIVE SIGNS (DETAILED IN SPECIFICATIONS). TO BE MANUFACTURED AND INSTALLED BY BELMONT GRAPHICS. CONTACT: SHIELA BIRSFIELD, (765) 620-5900 AND belmontgraphics@nremc.net. PZ-2021-00091 TAC 1 1 S-1 DISTRICT SETBACK REQUIREMENTS MINIMUM FRONT YARD SETBACK -40 FEET FOR A PRINCIPAL BUILDING -SEE SECTION 5.02 FOR ACCESSORY BUILDING SETBACKS MINIMUM SIDE YARD SETBACK -10 FEET FOR SINGLE-FAMILY DWELLINGS -20 FEET FOR ALL OTHER USES -SEE SECTION 5.02 FOR ACCESSORY BUILDING SETBACKS MINIMUM AGGREGATE OF SETBACK -30 FEET FOR SINGLE-FAMILY DWELLINGS -50 FEET FOR ALL OTHER USES MINIMUM REAR YARD SETBACK -20 FEET FOR SINGLE-FAMILY DWELLINGS -15 FEET FOR ALL OTHER USES -SEE SECTION 5.02 FOR ACCESSORY BUILDING SETBACKS 1 TOTAL SITE DISTURBANCE: 5.46 ACRES1 NOTE: 1. No earth disturbing activity may commence without an approved storm water management permit. 2. 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. 3. 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 developer. 4. 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. 1 RUSSELL L. WEBSTER II, PE No. 11900318 0/00/2019RUSSELLL.WEBST ERII PROFESSIONA L E NGINEERREGISTER E D INDIA N A PE11900318 STATE OF NO. The project consists of demolition of several concrete walks and an existing playground. The propose elements include a permeable playground surface, permeable trail surface, raised boardwalk sections, several concrete walks, a shelter roof replacement, four fabric shade shelters, and site furnishings. Two parking spaces will be paved to improve ADA accessibility. Miscellaneous seeding and tree mitigation is also proposed. 1 02/11/22 W W (FORESTED AREA)RIVER RO A D THE DEPARTMENT OF PUBLIC UTILITIES FOR THE CITY OF INDIANAPOLIS (LANDLORD) PER INSTR. #2011041273 (PARENT PARCEL) CARMEL-CLAY PARKS & RECREATION BOARD (TENANT)WWWW WWWWW WWW WWW WWWWW W OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOH U OH U OH U OH U OH U OH U OHU OH U OHU WWWWW WWWW WW WWW WWWW W W W W W WW G G G G G G G G G G W W W W W W WP.L. CONT. P.L. CONT.N03°17'00"E (R)N86°06'46"W (R) N83°17'07"W (R) N06°14'00"E (R) N29°14'00"E ( R) FLOODWAY ZONE AE REGULATORY BASE FLOOD REGULATORY BASE FLOOD REGULATORY BASE FLOOD (FORESTED AREA) (FORESTED AREA) C100EXISTING CONDITIONS10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netfhAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS06/28/20211AQW S N E BRASS OR ALUM. PLUG FOUND/SET REBAR FOUND PK OR MAG NAIL FOUND RR SPIKE FOUND/SET TEMPORARY BENCH MARK ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ELECTRIC OUTLET UTILITY POLE TRANSFORMER UNDERGROUND GAS UNDERGROUND WATER UNIDENTIFIED OVERHEAD UTILITY RIGHT OF WAY LINE CHAIN LINK FENCE BOUNDARY LINE FLOW LINE FIRE HYDRANT WATER MANHOLE SPIGOT WATER METER WATER VALVE MANHOLE (OTHER OR UNIDENTIFIED) VENT PIPE MAIL BOX POST SIGN PARKING WHEEL STOP GATE POST DECIDUOUS TREE DECIDUOUS BUSH CURB INLET ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE G G G W W W OHU OHU CORRUGATED METAL PIPE REINFORCED CONCRETE PIPE POLYVINYL CHLORIDE PIPE HIGH DENSITY POLYETHYLENE PIPE CMP RCP PVC HDPE SECTION LINE FARM FENCE PARKING LOT LIGHT (1 HEAD) INDEX CONTOUR INTERMEDIATE CONTOUR STORM SEWER FFE ROW TC FINISH FLOOR ELEVATION RIGHT OF WAY TOP OF CURB INV INVERT SPOT ELEVATION VICINITY MAP NOT TO SCALE - PROJECT LOCATION LEGEND LINE TYPES ASPHALT CONCRETE STONE HATCH PATTERNS ABBREVIATIONS THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS). THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88. CABLE TELEVISION PEDESTAL SYMBOLS CERTIFICATION OF TOPOGRAPHIC SURVEY THE FIELDWORK FOR THIS SURVEY WAS PERFORMED ON AUGUST 11, 2020 USING STANDARD SURVEYING TECHNIQUES. THE TOPOGRAPHIC DATA WAS GATHERED USING STANDARD RADIAL SURVEYING TECHNIQUES WITH AN ELECTRONIC TOTAL STATION, GLOBAL POSITIONING SYSTEM, AND DATA COLLECTOR. ELEVATIONS ON HARD SURFACES OR STRUCTURES ARE ACCURATE TO WITHIN 0.05 FEET; ELEVATIONS ON NATURAL SURFACES ARE ACCURATE TO WITHIN 0.1 FEET. CONTOURS ARE PLOTTED BASED UPON INTERPOLATION OF SPOT ELEVATIONS SHOWN HEREON AND ARE ACCURATE TO GENERALLY WITHIN ONE HALF CONTOUR INTERVAL. GENERAL NOTES BOUNDARY LINES SHOWN HEREON ARE SHOWN FOR REFERENCE ONLY. NO VERIFICATION OF THE ACCURACY OF SAID DRAWING WAS CONDUCTED AS PART OF THIS PROJECT THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY, OR A SURVEYOR LOCATION REPORT. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND/OR MARKS MADE UPON THE GROUND BY INDIANA UNDERGROUND PLANT PROTECTION SERVICE AND BAKER UTILITY PARTNERS, A PRIVATE UTILITY LOCATOR) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION OF PLANNED IMPROVEMENTS ON OR NEAR THE PROPERTY. SAND MOUND AREA DETAIL 1"=20' FLOOD HAZARD INFORMATION THE ACCURACY OF THE FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP OF THE CITY OF CARMEL, INDIANA, COMMUNITY-PANEL # 18057C0233G, DATED NOVEMBER 19, 2014, THE DESCRIBED REAL ESTATE LIES WITHIN THE ZONE AE AND IS IN A REGULATED FLOODWAY. PROJECT BENCHMARK HCBR 141 HAMILTON COUNTY CONTROL DISK SET IN SOUTH END OF WEST HANDRAIL OF RIVER ROAD BRIDGE OVER VESTAL DITCH. ELEV. 754.38 (NAVD 88) SITE TBM TBM #1 NORTH BONNET BOLT ON THE FIRE HYDRANT LOCATED NEAR THE SOUTHEAST CORNER OF THE PARKING AREA. ELEV. 744.21 (NAVD 88) TBM #2 NORTH BONNET BOLT ON THE FIRE HYDRANT LOCATED NEAR THE SOUTHWEST CORNER OF THE SURVEYED PROPERTY. ELEV.745.46 (NAVD 88) 02/11/22 (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) C101EXISTING CONDITIONS10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netfhAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS06/28/20211AQW S N E PROJECT BENCHMARK HCBR 141 HAMILTON COUNTY CONTROL DISK SET IN SOUTH END OF WEST HANDRAIL OF RIVER ROAD BRIDGE OVER VESTAL DITCH. ELEV. 754.38 (NAVD 88) SITE TBM TBM #1 NORTH BONNET BOLT ON THE FIRE HYDRANT LOCATED NEAR THE SOUTHEAST CORNER OF THE PARKING AREA. ELEV. 744.21 (NAVD 88) TBM #2 NORTH BONNET BOLT ON THE FIRE HYDRANT LOCATED NEAR THE SOUTHWEST CORNER OF THE SURVEYED PROPERTY. ELEV.745.46 (NAVD 88) EXISTING NATURAL FOOT PATH 02/11/22 W W (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) (FORESTED AREA) C102EXISTING CONDITIONS10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netfhAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS06/28/20211AQW S N E PROJECT BENCHMARK HCBR 141 HAMILTON COUNTY CONTROL DISK SET IN SOUTH END OF WEST HANDRAIL OF RIVER ROAD BRIDGE OVER VESTAL DITCH. ELEV. 754.38 (NAVD 88) SITE TBM TBM #1 NORTH BONNET BOLT ON THE FIRE HYDRANT LOCATED NEAR THE SOUTHEAST CORNER OF THE PARKING AREA. ELEV. 744.21 (NAVD 88) TBM #2 NORTH BONNET BOLT ON THE FIRE HYDRANT LOCATED NEAR THE SOUTHWEST CORNER OF THE SURVEYED PROPERTY. ELEV.745.46 (NAVD 88) EDGE OF RIVER EXISTING NATURAL FOOT PATH AVERAGE NORMAL WATER LEVEL FOR THE WHITE RIVER IN THIS AREA IS 726.00 02/11/22 THE DEPARTMENT OF PUBLIC UTILITIES FOR THE CITY OF INDIANAPOLIS (LANDLORD) PER INSTR. #2011041273 (PARENT PARCEL) CARMEL-CLAY PARKS & RECREATION BOARD (TENANT)WWWW W W WWWWWW WW W WW WWW W OHUOHUOHUOHU OHU OHU OHU OHUOHU OHU OHU OHUOHU OHUOH U OH U OHU OH U OH U OH U OHU OH U OHU WWWWW W WWW WW WWW WWWW W W W W W WW G G G G G G G G G G W W W W W W W N03°17'00"E (R)N86°06 '46"W (R) N83°17 '07"W (R) N06°14'00"E (R) N29°14'00"E (R)P.L. CONT.P.L. CONT.W WW W WW W WW DDDDD DDD D DDD DD D D D DD D D D D D DD DDDD D DDDD D D D DDD D D D D D DD D D DDDDDD D DD D DD DD DDD D DD D DDC200LAYOUT PLAN10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQW S N E THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) (HTTP://INCORS.IN.GOV). THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88. SITE PLAN: 1. THE CONTRACTOR(S) SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ELEVATIONS AND DIMENSIONS THROUGHOUT THE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND TO EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR(S) MUST CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTION BEFORE PROCEEDING. 2. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. SITE CONTRACTOR(S) SHALL MATCH EXISTING GRADE AND ALIGNMENT OF CURBS WHERE NEW CONSTRUCTION ABUTS EXISTING SITE CONDITIONS. 3. SITE CONTRACTOR(S) MUST PROVIDE AT THE CONTRACTOR'S EXPENSE, ALL NECESSARY VEHICULAR AND PEDESTRIAN CONTROL DEVICES. TEMPORARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES AND METHODS USED DURING CONSTRUCTION MUST CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL STANDARDS. CONTRACTOR(S) MUST MEET MINIMAL REQUIREMENTS FOR EMERGENCY VEHICLE ACCESS ON SITE DURING CONSTRUCTION AS DETERMINED BY LOCAL AND/OR STATE CODES AND REGULATIONS. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. EXPANSION JOINTS SHALL BE REQUIRED AT ALL CONDITIONS WHERE CONCRETE PAVEMENT IS DIRECTLY ADJACENT TO PROPOSED STRUCTURES. 6. ANY EXISTING VEGETATION ON OR ADJACENT TO THE PROJECT SITE THAT ARE DESIGNATED TO REMAIN SHALL BE PROTECTED FROM ANY AND ALL INJURY RESULTING FROM CONSTRUCTION TECHNIQUES AND/OR VEHICLES ON SITE. CONTRACTOR(S) MUST ESTABLISH A SUITABLE PERIMETER AROUND EACH SPECIMEN TO ENSURE THAT A PROPER ROOT ZONE IS MAINTAINED. FENCING MATERIAL USED TO DESIGNATE PLANT PROTECTION AREAS MUST BE CONSPICUOUS AND CLEARLY VISIBLE THROUGHOUT THE CONSTRUCTION SCHEDULE. EACH PROTECTION AREA SHALL CONTAIN PROPER SIGNAGE NOTIFYING WORKERS OF THE IMPORTANCE OF PREVENTING VEHICULAR TRAFFIC FROM ENTERING THE PROTECTED ROOT ZONE(S). 7. REMOVE ALL EXISTING TRASH, DEBRIS AND RUBBLE THROUGHOUT THE SITE BEFORE THE COMPLETION OF THE CONSTRUCTION SEQUENCE. DISPOSAL OF SUCH MATERIAL MUST BE DONE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS OF THE PROJECT SITE AND ADJACENT PROPERTY(S) TO DETECT AND REMOVE ANY MUD, GRAVEL, OR DEBRIS THAT HAVE BEEN TRACKED, DUMPED, SPILLED OR WIND-BLOWN ONTO AREAS ADJACENT TO PROJECT INCLUDING, BUT NOT LIMITED TO: RIGHTS-OF-WAY, PUBLIC OR PRIVATE STREETS, AND ROADS, DRIVEWAYS, YARDS AND/OR SIDEWALKS. 8. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557) 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL UTILITY COVERS, LIDS, AND ACCESS PANELS IN SUCH A MANNER AS TO BE FLUSH WITH THE WALKS AND CARE SHOULD BE TAKEN NOT TO DAMAGE THE UTILITY COVERS, LIDS AND ACCESS PANELS DURING CONSTRUCTION. 4" CONCRETE PAVING LEGEND A A B CB F D E G H H I J L M A A P B I I G N O R Q RAISE EXISTING GRAVEL TRAIL TO MEET NEW WALK. REMOVE ALL PERPENDICULAR WOOD TIES ACROSS EXISTING WALK. RESTORE PARKING LOT. TOP DRESS W/ BROWN FILL STONE (SEE 10/C800) TREE MITIGATION PRACTICES: 1.) Contractor is responsible for clearly marking the proposed boardwalk and pathway on site 2.) Owner & Landscape Architect shall do a thorough walk through with the contractor and adjust the pathway accordingly to minimize all tree impacts. 3.) The contractor will be responsible for documenting all tree removal that will include but not limited to: a.) DBH b.) Type/Species c.) Location d.) Photos of Health Status e.) Non-Wetland Forest (at least one acre of disturbance) 2:1 ratio 4.) An area on site will be identified for replacement trees to be located. 5.) Mitigation efforts and location of all replacements shall be thoroughly documented for future Mitigation Performance that will include all Monitor Reporting outlined in the DNR Information Bulletin #17 (Fifth Amendment) Page 9 XI. A B C D E F G I J L M K 6" Wide Concrete Flush Curb No Fault Poured in Place TPV Rubber Safety Surface, Pro-Techs Surfacing, or approved equal. Surface to be installed per manufacturer's specifications. No Fault contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Pro-Techs contact: Midstates Recreation, Amber Berninger, (317) 796-8210 amberb@midstatesrecreation.com Concrete Pavement Park Entry Sign Contractor to replace shelter with new metal roof. owner provided; Contractor shall install and coordinate with owner. Shelter to be Cleaned and Painted Contractor to match existing color with Benjamin Moore exterior paint. Rubberway Trail Surfacing Contact: Karoleen Alexander, Sustainable Surfacing, (877) 288-0045x207, karoleen@sustainablesurfacing.com NOTE: All Soil Spoils from 4" subgrade excavation are to be removed from site. Anova Allure Bench Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Pre-Fabricated Boardwalk Sections Manufacurer by Wickcraft or approved equal. Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: Wickcraft, Naomi Bloomer, (608) 496-1082 naomi@wickcraft.com Playground Equipment Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: Midstates Recreation, Amber Berninger, (317) 796-8210 amberb@midstatesrecreation.com and PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Not Used Masonry Columns for Existing Shelter N O P Bike Racks - Owner Provided; Contractor shall install and coordinate with owner. Install owner provided tables (5.) Anova Beacon Hill Tables with Recycled Plastic slats. Three with four seats, Two with three seats. For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Skyways Sail Shade Structure (Center Post) 12' by 16' Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Concrete End Bent for Boardwalk 1 C800 5 C801 3 C801 4 C801 5 C800 4 C800 H Skyways Sail Shade Structure (Cantilever Post) 12' by 16' Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com 3 C800 2 C800 8 C800 - C802 - C803 - C803 2 C801 1 C801 Q Parking Lot Concrete, ADA ramp, and ADA striping R ADA signage 13 C800 6 C803 4 C803 5 C803 2 C803 3 C803 02/11/22 W W W W W W W W W W W W W W W W W W W W W W W W W W W WDDD DD D D DDDDDDD DDDDDD DDDDDD D D D D D D D D D D D D D D D D D D D D DDDDD D D DDDDDDDDDDD DDDDDDDD DD DD DD DDDD D DDDDD D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D DDDDDDD D DDD DD DDDDDDD DDD DDD DDDDDDDD D DDDDDDC201LAYOUT PLAN10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQW S N E C C C C C C B B B B B BJ J J JJ J D D D E E E P F F F F I I TREE MITIGATION PRACTICES: 1.) Contractor is responsible for clearly marking the proposed boardwalk and pathway on site 2.) Owner & Landscape Architect shall do a thorough walk through with the contractor and adjust the pathway accordingly to minimize all tree impacts. 3.) The contractor will be responsible for documenting all tree removal that will include but not limited to: a.) DBH b.) Type/Species c.) Location d.) Photos of Health Status e.) Non-Wetland Forest (at least one acre of disturbance) 2:1 ratio 4.) An area on site will be identified for replacement trees to be located. 5.) Mitigation efforts and location of all replacements shall be thoroughly documented for future Mitigation Performance that will include all Monitor Reporting outlined in the DNR Information Bulletin #17 (Fifth Amendment) Page 9 XI. A B C D E F G I J L M K 6" Wide Concrete Flush Curb No Fault Poured in Place TPV Rubber Safety Surface, Pro-Techs Surfacing, or approved equal. Surface to be installed per manufacturer's specifications. No Fault contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Pro-Techs contact: Midstates Recreation, Amber Berninger, (317) 796-8210 amberb@midstatesrecreation.com Concrete Pavement Park Entry Sign Contractor to replace shelter with new metal roof. owner provided; Contractor shall install and coordinate with owner. Shelter to be Cleaned and Painted Contractor to match existing color with Benjamin Moore exterior paint. Rubberway Trail Surfacing Contact: Karoleen Alexander, Sustainable Surfacing, (877) 288-0045x207, karoleen@sustainablesurfacing.com NOTE: All Soil Spoils from 4" subgrade excavation are to be removed from site. Anova Allure Bench Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Pre-Fabricated Boardwalk Sections Manufacurer by Wickcraft or approved equal. Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: Wickcraft, Naomi Bloomer, (608) 496-1082 naomi@wickcraft.com Playground Equipment Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: Midstates Recreation, Amber Berninger, (317) 796-8210 amberb@midstatesrecreation.com and PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Not Used Masonry Columns for Existing Shelter N O P Bike Racks - Owner Provided; Contractor shall install and coordinate with owner. Install owner provided tables (5.) Anova Beacon Hill Tables with Recycled Plastic slats. Three with four seats, Two with three seats. For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Skyways Sail Shade Structure (Center Post) 12' by 16' Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Concrete End Bent for Boardwalk 1 C800 5 C801 3 C801 4 C801 5 C800 4 C800 H Skyways Sail Shade Structure (Cantilever Post) 12' by 16' Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com 3 C800 2 C800 8 C800 - C802 - C803 - C803 2 C801 1 C801 Q Parking Lot Concrete, ADA ramp, and ADA striping R ADA signage 13 C800 6 C803 4 C803 5 C803 2 C803 3 C803 02/11/22 W W W W W W W W W W W W W W W W W W W D D D D D D D D D D D D D D D D D D D D DD DDDDDDDD DD DDD DDDDDD D D DDD D D D D D D D D D D D D D D D D D D D D D D D D DDDDD DDDDDDD DD DDDDDDDDDDDDDD DDD D DDD D DDDC202LAYOUT PLAN10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQD E D I I E E F F F F A B C D E F G I J L M K 6" Wide Concrete Flush Curb No Fault Poured in Place TPV Rubber Safety Surface, Pro-Techs Surfacing, or approved equal. Surface to be installed per manufacturer's specifications. No Fault contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Pro-Techs contact: Midstates Recreation, Amber Berninger, (317) 796-8210 amberb@midstatesrecreation.com Concrete Pavement Park Entry Sign Contractor to replace shelter with new metal roof. owner provided; Contractor shall install and coordinate with owner. Shelter to be Cleaned and Painted Contractor to match existing color with Benjamin Moore exterior paint. Rubberway Trail Surfacing Contact: Karoleen Alexander, Sustainable Surfacing, (877) 288-0045x207, karoleen@sustainablesurfacing.com NOTE: All Soil Spoils from 4" subgrade excavation are to be removed from site. Anova Allure Bench Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Pre-Fabricated Boardwalk Sections Manufacurer by Wickcraft or approved equal. Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: Wickcraft, Naomi Bloomer, (608) 496-1082 naomi@wickcraft.com Playground Equipment Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: Midstates Recreation, Amber Berninger, (317) 796-8210 amberb@midstatesrecreation.com and PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Not used Masonry Columns for Existing Shelter N O P Bike Racks - Owner Provided; Contractor shall install and coordinate with owner. Install owner provided tables (5.) Anova Beacon Hill Tables with Recycled Plastic slats. Three with four seats, Two with three seats. For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Skyways Sail Shade Structure (Center Post) 12' by 16' Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Concrete End Bent for Boardwalk 1 C800 5 C801 3 C801 4 C801 5 C800 4 C800 H Skyways Sail Shade Structure (Cantilever Post) 12' by 16' Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com 3 C800 2 C800 8 C800 - C802 - C803 - C803 2 C801 1 C801 Q Parking Lot Concrete, ADA ramp, and ADA striping R ADA signage 13 C800 6 C803 4 C803 5 C803 2 C803 3 C803 TREE MITIGATION PRACTICES: 1.) Contractor is responsible for clearly marking the proposed boardwalk and pathway on site 2.) Owner & Landscape Architect shall do a thorough walk through with the contractor and adjust the pathway accordingly to minimize all tree impacts. 3.) The contractor will be responsible for documenting all tree removal that will include but not limited to: a.) DBH b.) Type/Species c.) Location d.) Photos of Health Status e.) Non-Wetland Forest (at least one acre of disturbance) 2:1 ratio 4.) An area on site will be identified for replacement trees to be located. 5.) Mitigation efforts and location of all replacements shall be thoroughly documented for future Mitigation Performance that will include all Monitor Reporting outlined in the DNR Information Bulletin #17 (Fifth Amendment) Page 9 XI. 1 1 1 1 1 02/11/22 C203LAYOUT ENLARGEMENT PLAN10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR: PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 E N G IN E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSW S N E L Color: Grey (380) 70% w/ Black 30% No Fault Poured in Place TPV Rubber Safety Surface, Pro-Techs Surfacing, or approved equal. Surface to be installed per manufacturer's specifications. No Fault contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Pro-Techs contact: Midstates Recreation, Amber Berninger, 317-796-8210 amberb@midstatesrecreation.com LEGEND A B C D E F G H Playworld Equipment - Three Bay Arch Swing Includes 2 toddler seats, two Swing Along seats, and two belt seats Landscape Structures - We Go Swing Playworld Equipment - Moon Rock Playworld Equipment - Play Cubes-4 Metal Playworld Equipment - NEOS 360 - Accessible Playworld Equipment - (2) Revo Playworld Equipment - (2) Cozy Cocoon - Spinning Playworld Equipment - Accessible Whirl 1 C203 ENTRY PLAYGROUND SURFACING LAYOUT (SCALE: 1"=10') 2 C203 EASTERN FOREST PLAYGROUND SURFACING LAYOUT 4 C203 CENTRAL FOREST PLAYGROUND SURFACING LAYOUT 3 C203 WESTERN FOREST PLAYGROUND SURFACING LAYOUT PLAYGROUND EQUIPMENT A B C D F G E I H M J K 6'-7" 11'-10"11'-10" 0' 2' 4' 6' 8'10' 12' 14' 16' 18' 20' 22' 24' 26' 28'30'32'34'36'38'40'42' 44' 46' 48' 50' 52' 54' 56' 58'60' 62'64'66'68' 70' 72' 74'76' 78 '80 ' 82' 84' 86' 88' 90' 92'94' 96' 98'100'102' 104' 106' 108' 0' 2' 4' 6' 8 ' 10' 12' 14' 16' 18' 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' 42' 44' 46' 48' 50' 52' 54' 56' 58' 60 ' 62' 64' 66' 68' 70' 72' 74' 76' 78' 80' 82' 84' 86 ' 88' 90' 92' 94' 96' 98 ' 100 ' 102' 104' 106' 108' 110' 112' 114' 116' 118 ' 0' 2' 4' 6'8'10' 12' 1 4' 16 ' 18' 20' 22 ' 24' 26' 28' 30' 32' 34' 36 ' 38' 4 0' 42' 44' 46 '48'50 ' 52' 54' 56' 5 8' 60 ' 62' 64' 66' 6 8' 70 ' 72' 74' 76' 7 8' 80 ' 8 2' 84 ' 86' 88' 90' 9 2' 94 ' 96' 98'100' 102'104'106'10 8' 0' 2' 4 ' 6' 8' 10' 12 ' 14' 16' 18 ' 20'0' 2' 4' 6' 8'10 ' 12' 14 ' 16 ' 18' 20' 22' 24' 26' 28 ' 30' 32'34' 36'38'0'2'4'6'8'10'12'14'16'18'20'22'24'26 '28'30 '32'34'36'38'40 '42'2'4'6'8'10 '12'14'16'18'20 '22' 24'26 '28'30'32'34'36'38'40'42'44'46'48 '50 '52'54'56'0' 2' 4' 6'8'10' 12' 14 ' 16' 18 ' 20 ' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' 42' 44' 46 ' 48 ' 50' 52' 54 ' 56' 58' 60' 62' 64 ' 66 ' 68' 70' 72'74'0' 2'4' 6' 8'10 ' 12' 14' 16' 18' 20'22' 24' 0' 2' 4' 6' 8' 10 ' 12' 14' 16' 18 ' 0' 2' 4'6'8'10' 12'14 '16 ' 18'20' 22'24' 0' 2' 4' 6' 8' 10' 12' 14' 16' 18' 20 ' 22' 24' 0 ' 2' 4'6' 8'10' 12' 14' 1 6' 18' 20' 22 ' 24' 0' 2' 4 ' 6' 8' 10' 12' 1 4' 16' 18' 20' 26'28 ' 30'32' 34' 36' 110 ' I J L M K Playworld Equipment - Playform 7 Laminated Bamboo Playworld Equipment - PlayCubes-8 with Slide - Metal Playworld Equipment - Unity Basket Swing Playworld Equipment - Live Wire Playworld Equipment - Cruise Line Playground Equipment Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: Midstates Recreation, Amber Berninger, (317) 796-8210 amberb@midstatesrecreation.com Landscape Structures Equipment Owner Provided; Contractor shall install and coordinate with owner For Alternate #01 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com 2'-0"8'-0"7'-5"3'-1"19'-0"45'-0"9'-0"35'-0"21'-0"15'-0"13'-0"19'-0" 17'-0"33'-0"2'-0"8'-0"0'-11"8'-0"1'-2"8'-0"11'-10"17'-11"31'-0"26'-8" 9'-4" 1 2 ' - 0 " 8'-0" 1 4 ' - 0 " 15'-11" 1 5 ' - 7 " 6'-9"15'-9"6'-11"11'-9"8'-0"8'-6"8'-6"8'-0" 0'11'-6"16'-2"7'-10"11'-6"12'-0"6'-7" 6'-7"12'-0"Color: Blue (590) 50% w/ Black 50% No Fault Poured in Place TPV Rubber Safety Surface, Pro-Techs Surfacing, or approved equal. Surface to be installed per manufacturer's specifications. No Fault contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Pro-Techs contact: Midstates Recreation, Amber Berninger, 317-796-8210 amberb@midstatesrecreation.com Color: Orange (550) 70% w/ Black 30% No Fault Poured in Place TPV Rubber Safety Surface, Pro-Techs Surfacing, or approved equal. Surface to be installed per manufacturer's specifications. No Fault contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Pro-Techs contact: Midstates Recreation, Amber Berninger, 317-796-8210 amberb@midstatesrecreation.com (SCALE: 1"=10') (SCALE: 1"=10') (SCALE: 1"=10') Colors noted are No-Fault selections CONTRACTOR SHALL BE RESPONSIBLE FOR RUNNING ELECTRICAL LINE TO PANEL IN RESTROOM BUILDING 02/11/22 RIVER ROAD THE DEPARTMENT OF PUBLIC UTILITIES FOR THE CITY OF INDIANAPOLIS (LANDLORD) PER INSTR. #2011041273 (PARENT PARCEL) CARMEL-CLAY PARKS & RECREATION BOARD (TENANT)WWWW W W WWWWWW WW W WW WWW W OHUOHUOHUOHU OHU OHU OHU OHUOHU OHU OHU OHUOHU OHUOH U OH U OHU OH U OH U OH U OHU OH U OHU WWWWW W WWW WW WWW WWWW W W W W W WW G G G G G G G G G G W W W W W W W N03°17'00"E (R)N86°06 '46"W (R) N83°17 '07"W (R) N06°14'00"E (R)N29°14'00"E (R)P.L. CONT.P.L. CONT.W WW W WW W WW REGULATORY BASE FLOOD REGULATORY BASE FLOOD REGULATORY BASE FLOOD UNDER DRAIN DDDDD DDD D DDD DD D D D DD D D D D D DD DDDD D DDDD D D D DDD D D D D D DD D D DDDDDD D DD D DD DD DDD D DD D DDCONSTRUCTION LIMITS CONSTRUCTION LIMITS C204GRADING PLAN10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQW S N E THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) (HTTP://INCORS.IN.GOV). THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88. AT NO POINT SHALL BOARDWALK SURFACE BE INSTALLED MORE THAN 24" ABOVE EXISTING SURFACE. SPOT ELEVATIONS ARE A GUIDELINE, BUT ELEVATIONS SHALL BE CONFIRMED ON SITE. 1 1 1 1 ***ENTIRE SITE LAYS WITHIN FLOODWAY BOUNDARY*** SEE FEMA MAP ON C001 1 02/11/22 W W W W W W W W W W W W W W W W W W W W W W W W W W W WDDD DD D D DDDDDDD DDDDDD DDDDDD D D D D D D D D D D D D D D D D D D D D DDDDD D D DDDDDDDDDDD DDDDDDDD DD DD DD DDDD D DDDDD D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D DDDDDDD D DDD DD DDDDDDD DDD DDD DDDDDDDD D DDDDDDCONSTRUCTION LIMITS CONSTRUCTION LIMITS C205GRADING PLAN10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQW S N E AT NO POINT SHALL BOARDWALK SURFACE BE INSTALLED MORE THAN 24" ABOVE EXISTING SURFACE. SPOT ELEVATIONS ARE A GUIDELINE, BUT ELEVATIONS SHALL BE CONFIRMED ON SITE. 1 1 1 1 1 1 1 1 02/11/22 W W W W W W W W W W W W W W W W W W W D D D D D D D D D D D D D D D D D D D D D DDDDDDDDD DD DDDDDD DDD D D DDD D D D D D D D D D D D D D D D D D D D D D D D D DDDDDDDDDDDD DD DDDDDDDDDDDDDD DDD D DD D D D DDCONSTRUCTION LIMITS CONSTRUCTION LIMITS C206GRADING PLAN10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQAT NO POINT SHALL BOARDWALK SURFACE BE INSTALLED MORE THAN 24" ABOVE EXISTING SURFACE. SPOT ELEVATIONS ARE A GUIDELINE, BUT ELEVATIONS SHALL BE CONFIRMED ON SITE. 1 1 1 1 1 1 1 1 02/11/22 OH U OH U OH U OH U OH U WWW WWWW WWWW W W W WG G G G G P.L. CONT. TEMPORARY TOPSOIL STOCKPILE CONCRETE WASHOUT AREA CONSTRUCTION ENTRANCE MODIFY EXISTING SIDEWALK AS REQUIRED. REPAIR TO NEW CONDITION UPON PROJECT COMPLETION. CONSTRUCTION STAGING AREA W/TRASH RECEPTACLE, PORT-O-LET. CONTRACTOR TO VERIFY FINAL LOCATION CONSTRUCTION LIMITS SILT FENCE NPDES POSTING BOX INLET PROTECTION SF SF SF SF SF DDDDDD DD D D DSFSFSFSFSFSFDD DDDD DDDD DD DDDSF SFSFSFSFSFSFSF SFSFSFS F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSF SFDDDDD DDDDDDDD D D D D D D D D D D D D D DDD D DDDDDDDDDDDDDDSF SFSFSFSFSFSFSFSFSFSFSF SF SF D DD DDD D DDDDD D D SF SF SF SFSFSFSFSF SF SFSFSF SFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSF SFSFSFSFSFSFSF SF SFSF SF SF SF S F SFSFSFD D D DDDDD D DDD DDDDDDDD DDDDDDDDDDDDDDD DDDD D D DD DDDDD D DD D D DDDDSF SF SF SF SFSF SF SFSF SF SFSF SF SF SF SFD D D D D DD DD D D D D D D DINLET PROTECTION 150' CONSTRUCTION ENTRANCE CONSTRUCTION LIMITS SILT FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE 10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQC300PRE-CON SWPPPW S N E D D S XXX SF SF LEGEND STORMWATER POLLUTION PREVENTION GENERAL NOTES: DEVELOPMENT NOTES 1. THE CONTRACTOR, WHETHER OWNING THE PROPERTY OR ACTING AS THE AGENT OF THE PROPERTY OWNER, SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS ASSOCIATED WITH ACTIVITIES ON SITE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING SEDIMENT DISCHARGE AND TRACKING FROM THE SITE THROUGHOUT THE LAND DISTURBING ACTIVITIES UNTIL PERMANENT STABILIZATION HAS BEEN ACHIEVED. 3. CONTRACTOR SHALL CLEAN UP SEDIMENT THAT IS EITHER TRACKED OR WASHED ONTO ROADS. BULK CLEARING OF SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED ON IN A MANNER THAT IS IN COMPLIANCE WITH ALL APPLICABLE STATUES AND RULES. 4. ADJACENT PROPERTY DISTURBED BY CONTRACTOR MUST BE REPAIRED AND STABILIZED WITH TEMPORARY OR PERMANENT SURFACE STABILIZATION. GENERAL NOTES 1. SHEET C300-C301 SHALL SERVE AS A GUIDELINE FOR STORM WATER QUALITY. ADDITIONAL REQUIREMENTS MAY BE MADE IN THE FIELD IF PROVISIONS SHOWN PROVE INADEQUATE IN PREVENTING SOIL EROSION AND/OR STORM WATER POLLUTION. 2. SEE EROSION CONTROL SEQUENCE ON SHEET C300-C303 FOR PRE-CONSTRUCTION THROUGH POST-CONSTRUCTION REQUIREMENTS. 3. SPILL PREVENTION AND CLEAN UP MEASURES SHALL BE IMPLEMENTED FOR THE STORAGE AND HANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES, TO MINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATE SURFACE OR GROUND WATER OR DEGRADE SOIL QUALITY. 4. MATERIALS HANDLING AND STORAGE ASSOCIATED WITH CONSTRUCTION ACTIVITY SHALL MEET THE SPILL PREVENTION AND SPILL RESPONSE REQUIREMENTS OF THE STATE OF INDIANA LAWS GOVERNING REPORTING, CONTAINMENT, AND RESPONSE TO SPILLS OF HAZARDOUS AND/OR OBJECTIONABLE MATERIALS. 5. CONTRACTOR SHALL IMPLEMENT MEASURES TO MINIMIZE OR ELIMINATE WASTES OR UNUSED BUILDING MATERIALS, INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, CONCRETE TRUCK WASHOUT, AND OTHER SUBSTANCES FROM BEING CARRIED FROM A PROJECT SITE BY RUN-OFF OR WIND. IDENTIFICATION OF AREAS WHERE CONCRETE TRUCK WASHOUT IS PERMISSIBLE MUST BE CLEARLY POSTED AT APPROPRIATE AREAS OF THE SITE. WASTES AND UNUSED BUILDING MATERIALS SHALL BE MANAGED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE STATUES AND REGULATIONS. 6. AS GRADING IS DONE, AND STORM SEWERS INSTALLED, INLET PROTECTION, SILT TRAPS, SILT FENCES, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 7. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. 8. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TEN CALENDAR DAYS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED OR MULCHED. 9. PERMANENT AND FINAL VEGETATION SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 10. FINAL 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 SEVENTY PERCENT (70%) HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES, OR EQUIVALENT PERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED. 11. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 12. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 13. A TRAINED INDIVIDUAL (AS DEMONSTRATED BY CERTIFICATION OR EXPERIENCE) SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH MEASURABLE STORM EVENT, BUT NOT LESS THAN ONCE A WEEK. 14. THE WRITTEN EVALUATION REPORTS MUST ADDRESS MAINTENANCE OF STORM WATER QUALITY MEASURES, PROBLEMS IDENTIFIED AT THE PROJECT SITE AND CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED TO ENSURE COMPLIANCE. EVALUATION REPORTS MUST BE MADE AVAILABLE TO THE INSPECTING AUTHORITY WITHIN 48 HOURS OF A REQUEST. 15. OFF-SITE SOIL DISPOSAL MUST BE A PART OF THE SWPPP. IT IS THE RESPONSIBILITY OF THE PROJECT SIRE OWNER TO ENSURE THAT OFF-SITE SOIL DISPOSAL AREAS ARE EFFECTIVELY TREATED TO MINIMIZE EROSION AND SEDIMENTATION. 16. ANY PART OF THE REVIEWED SWPPP THAT DEALS DIRECTLY WITH EROSION AND SEDIMENT CONTROL SPECIFICATIONS, RECOMMENDATIONS OR REQUIREMENTS NOT FOUND ON THE PLAN DRAWING SET (SUCH AS THE SWPPP NARRATIVE), MUST BE PROVIDED TO THE ON-SITE PERSON RESPONSIBLE FOR SWPPP COMPLIANCE. IN ADDITION ANY EROSION AND SEDIMENT CONTROL INFORMATION NOT PROVIDED TO THE COUNTY AT THE TIME OF THE SWPPP REVIEW (SUCH AS ADDITIONAL SEQUENCING TIMETABLES, SOIL STOCKPILING LOCATIONS/PROTECTION, SOIL DISPOSAL LOCATIONS, STAGING AREA LOCATIONS, ETC.) MUST BE PROVIDED TO THE COUNTY OFFICE PRIOR TO THE LAND DISTURBING ACTIVITY. 17. THE COUNTY MUST BE NOTIFIED WITHIN 48 HOURS OF ACTUAL CONSTRUCTION START UP ACTIVITIES ON THE SITE. A PHONE CALL OR EMAIL IS ALL THAT IS NECESSARY. THE COUNTY WILL BE CONDUCTING PERIODIC ON-SITE SWPPP COMPLIANCE CHECKS ONCE THE PROJECT STARTS. STORMWATER POLLUTION PREVENTION GENERAL NOTES: 1. EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 2-4 OF "PRECONSTRUCTION ACTIVITIES" ON THIS SHEET HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. 2. RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 10 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. 3. ADDITIONAL STORM WATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY 4. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREETS. 5. APPROXIMATE CONSTRUCTION SCHEDULE: START DATE: APRIL 2021 COMPLETION DATE: DECEMBER 2021 6. LATITUDE: 39.96052 LONGITUDE: -86.05986 7. CONTACT PERSON: MICHAEL KLITZING, DIRECTOR CARMEL/CLAY PARKS & RECREATION 1411 EAST 116TH STREET CARMEL, INDIANA 46032 (317) 573-4018 9. WARNING: THIS SHEET TO BE USED FOR STORM WATER POLLUTION PREVENTION PURPOSES ONLY. 10. SEE SHEETS C300-C306 FOR ALL STORM WATER POLLUTION PREVENTION PLAN DETAILS & NOTES 11. SILT FENCE SEE SHEET C300-C301 CONSTRUCTION LIMITS EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER INLET PROTECTION TREE PROTECTION FENCE SEE SHEET C300-C301 TREE MITIGATION PRACTICES: 1.) Contractor is responsible for clearly marking the proposed boardwalk and pathway on site 2.) Owner & Landscape Architect shall do a thorough walk through with the contractor and adjust the pathway accordingly to minimize all tree impacts. 3.) The contractor will be responsible for documenting all tree removal that will include but not limited to: a.) DBH b.) Type/Species c.) Location d.) Photos of Health Status e.) Non-Wetland Forest (at least one acre of disturbance) 2:1 ratio 4.) An area on site will be identified for replacement trees to be located. 5.) Mitigation efforts and location of all replacements shall be thoroughly documented for future Mitigation Performance that will include all Monitor Reporting outlined in the DNR Information Bulletin #17 (Fifth Amendment) Page 9 XI. 02/11/22 W SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSF D D D D D D D D D D D D D DDDDDDDDDD DD DD D DDD D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFD D D D D D D D D D D D D D D DD DDDDDDDDDDDDDD DDDDD DD D DDCONSTRUCTION LIMITS SILT FENCE CONSTRUCTION LIMITS SILT FENCE 10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQC301PRE-CON SWPPPW S N E D D S XXX SF SF LEGENDSTORMWATER POLLUTION PREVENTION GENERAL NOTES: DEVELOPMENT NOTES 1. THE CONTRACTOR, WHETHER OWNING THE PROPERTY OR ACTING AS THE AGENT OF THE PROPERTY OWNER, SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS ASSOCIATED WITH ACTIVITIES ON SITE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING SEDIMENT DISCHARGE AND TRACKING FROM THE SITE THROUGHOUT THE LAND DISTURBING ACTIVITIES UNTIL PERMANENT STABILIZATION HAS BEEN ACHIEVED. 3. CONTRACTOR SHALL CLEAN UP SEDIMENT THAT IS EITHER TRACKED OR WASHED ONTO ROADS. BULK CLEARING OF SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED ON IN A MANNER THAT IS IN COMPLIANCE WITH ALL APPLICABLE STATUES AND RULES. 4. ADJACENT PROPERTY DISTURBED BY CONTRACTOR MUST BE REPAIRED AND STABILIZED WITH TEMPORARY OR PERMANENT SURFACE STABILIZATION. GENERAL NOTES 1. SHEET C300-C301 SHALL SERVE AS A GUIDELINE FOR STORM WATER QUALITY. ADDITIONAL REQUIREMENTS MAY BE MADE IN THE FIELD IF PROVISIONS SHOWN PROVE INADEQUATE IN PREVENTING SOIL EROSION AND/OR STORM WATER POLLUTION. 2. SEE EROSION CONTROL SEQUENCE ON SHEET C300-C303 FOR PRE-CONSTRUCTION THROUGH POST-CONSTRUCTION REQUIREMENTS. 3. SPILL PREVENTION AND CLEAN UP MEASURES SHALL BE IMPLEMENTED FOR THE STORAGE AND HANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES, TO MINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATE SURFACE OR GROUND WATER OR DEGRADE SOIL QUALITY. 4. MATERIALS HANDLING AND STORAGE ASSOCIATED WITH CONSTRUCTION ACTIVITY SHALL MEET THE SPILL PREVENTION AND SPILL RESPONSE REQUIREMENTS OF THE STATE OF INDIANA LAWS GOVERNING REPORTING, CONTAINMENT, AND RESPONSE TO SPILLS OF HAZARDOUS AND/OR OBJECTIONABLE MATERIALS. 5. CONTRACTOR SHALL IMPLEMENT MEASURES TO MINIMIZE OR ELIMINATE WASTES OR UNUSED BUILDING MATERIALS, INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, CONCRETE TRUCK WASHOUT, AND OTHER SUBSTANCES FROM BEING CARRIED FROM A PROJECT SITE BY RUN-OFF OR WIND. IDENTIFICATION OF AREAS WHERE CONCRETE TRUCK WASHOUT IS PERMISSIBLE MUST BE CLEARLY POSTED AT APPROPRIATE AREAS OF THE SITE. WASTES AND UNUSED BUILDING MATERIALS SHALL BE MANAGED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE STATUES AND REGULATIONS. 6. AS GRADING IS DONE, AND STORM SEWERS INSTALLED, INLET PROTECTION, SILT TRAPS, SILT FENCES, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 7. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. 8. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TEN CALENDAR DAYS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED OR MULCHED. 9. PERMANENT AND FINAL VEGETATION SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 10. FINAL 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 SEVENTY PERCENT (70%) HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES, OR EQUIVALENT PERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED. 11. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 12. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 13. A TRAINED INDIVIDUAL (AS DEMONSTRATED BY CERTIFICATION OR EXPERIENCE) SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH MEASURABLE STORM EVENT, BUT NOT LESS THAN ONCE A WEEK. 14. THE WRITTEN EVALUATION REPORTS MUST ADDRESS MAINTENANCE OF STORM WATER QUALITY MEASURES, PROBLEMS IDENTIFIED AT THE PROJECT SITE AND CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED TO ENSURE COMPLIANCE. EVALUATION REPORTS MUST BE MADE AVAILABLE TO THE INSPECTING AUTHORITY WITHIN 48 HOURS OF A REQUEST. 15. OFF-SITE SOIL DISPOSAL MUST BE A PART OF THE SWPPP. IT IS THE RESPONSIBILITY OF THE PROJECT SIRE OWNER TO ENSURE THAT OFF-SITE SOIL DISPOSAL AREAS ARE EFFECTIVELY TREATED TO MINIMIZE EROSION AND SEDIMENTATION. 16. ANY PART OF THE REVIEWED SWPPP THAT DEALS DIRECTLY WITH EROSION AND SEDIMENT CONTROL SPECIFICATIONS, RECOMMENDATIONS OR REQUIREMENTS NOT FOUND ON THE PLAN DRAWING SET (SUCH AS THE SWPPP NARRATIVE), MUST BE PROVIDED TO THE ON-SITE PERSON RESPONSIBLE FOR SWPPP COMPLIANCE. IN ADDITION ANY EROSION AND SEDIMENT CONTROL INFORMATION NOT PROVIDED TO THE COUNTY AT THE TIME OF THE SWPPP REVIEW (SUCH AS ADDITIONAL SEQUENCING TIMETABLES, SOIL STOCKPILING LOCATIONS/PROTECTION, SOIL DISPOSAL LOCATIONS, STAGING AREA LOCATIONS, ETC.) MUST BE PROVIDED TO THE COUNTY OFFICE PRIOR TO THE LAND DISTURBING ACTIVITY. 17. THE COUNTY MUST BE NOTIFIED WITHIN 48 HOURS OF ACTUAL CONSTRUCTION START UP ACTIVITIES ON THE SITE. A PHONE CALL OR EMAIL IS ALL THAT IS NECESSARY. THE COUNTY WILL BE CONDUCTING PERIODIC ON-SITE SWPPP COMPLIANCE CHECKS ONCE THE PROJECT STARTS. STORMWATER POLLUTION PREVENTION GENERAL NOTES: 1. EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 2-4 OF "PRECONSTRUCTION ACTIVITIES" ON THIS SHEET HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. 2. RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 10 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. 3. ADDITIONAL STORM WATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY 4. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREETS. 5. APPROXIMATE CONSTRUCTION SCHEDULE: START DATE: APRIL 2021 COMPLETION DATE: DECEMBER 2021 6. LATITUDE: 39.96052 LONGITUDE: -86.05986 7. CONTACT PERSON: MICHAEL KLITZING, DIRECTOR CARMEL/CLAY PARKS & RECREATION 1411 EAST 116TH STREET CARMEL, INDIANA 46032 (317) 573-4018 9. WARNING: THIS SHEET TO BE USED FOR STORM WATER POLLUTION PREVENTION PURPOSES ONLY. 10. SEE SHEETS C300-C306 FOR ALL STORM WATER POLLUTION PREVENTION PLAN DETAILS & NOTES 11. SILT FENCE SEE SHEET C300-C301 CONSTRUCTION LIMITS EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER INLET PROTECTION TREE PROTECTION FENCE SEE SHEET C300-C301 TREE MITIGATION PRACTICES: 1.) Contractor is responsible for clearly marking the proposed boardwalk and pathway on site 2.) Owner & Landscape Architect shall do a thorough walk through with the contractor and adjust the pathway accordingly to minimize all tree impacts. 3.) The contractor will be responsible for documenting all tree removal that will include but not limited to: a.) DBH b.) Type/Species c.) Location d.) Photos of Health Status e.) Non-Wetland Forest (at least one acre of disturbance) 2:1 ratio 4.) An area on site will be identified for replacement trees to be located. 5.) Mitigation efforts and location of all replacements shall be thoroughly documented for future Mitigation Performance that will include all Monitor Reporting outlined in the DNR Information Bulletin #17 (Fifth Amendment) Page 9 XI. 02/11/22 WWW WWWWWWWW W WP.L. CONT.W W W W WW W W W W W W W W W W W W W W W W W W W LAWNS AND HIGH-MAINTENANCE AREAS FORESTED WETLAND SEED MIX UPLAND WOODLAND SEED MIX UPLAND WOODLAND SEED MIX LAWNS AND HIGH-MAINTENANCE AREAS FORESTED WETLAND SEED MIXDDDDDD DD D D D DDDDDDDDDDDDD D D D D D D D D D D D D D DD D D DDDDDDDDDDDDDDD DD DDDD D DDD D D D D D D D D D DD DD D D D D D D D D D D D D D D D D DD D D DDDDD D D DDDDDDDDDD DDDDDDDD DDDDDDD D DDD D D DD DDDDD10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQC302POST-CON SWPPPW S N E NOTE: NO EARTH MOVING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER NEW STORM SEWER NEW CONTOUR NEW SANITARY SEWER XXX TURF RESTORATION SEE SHEET C302 FOR SEED MIX. FORESTED WETLAND MIX SEE SHEET C302 FOR SEED MIX. STORMWATER POLLUTION PREVENTION GENERAL NOTES: 1. EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 2-4 OF "PRECONSTRUCTION ACTIVITIES" ON THIS SHEET HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. 2. RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 10 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. 3. ADDITIONAL STORM WATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY 4. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREETS. 5. APPROXIMATE CONSTRUCTION SCHEDULE: START DATE: APRIL 2021 COMPLETION DATE: DECEMBER 2021 6. LATITUDE: 39.96052 LONGITUDE: -86.05986 7. CONTACT PERSON: MICHAEL KLITZING, DIRECTOR CARMEL/CLAY PARKS & RECREATION 1411 EAST 116TH STREET CARMEL, INDIANA 46032 (317) 573-4018 9. WARNING: THIS SHEET TO BE USED FOR STORM WATER POLLUTION PREVENTION PURPOSES ONLY. 10. SEE SHEETS C300-C306 FOR ALL STORM WATER POLLUTION PREVENTION PLAN DETAILS & NOTES XXX UPLAND WOODLAND MIX SEE SHEET C302 FOR SEED MIX. Forested Wetland Seed Mix Grasses and Sedges PLS oz/acre 2 Carex frankii (Frank's Sedge) 1 Carex granularis (Meadow Sedge) 2.5 Carex grayi (Burr Sedge) 2 Carex lupulina (Common Hop Sedge) 1 Carex muskingumensis (Palm Sedge) 0.5 Carex normalis (Spreading Oval Sedge) 1 Carex tribuloides (Pointed Oval Sedge) 2 Carex vulpinoidea (Fox Sedge) 2 Elymus hystrix (Bottlebrush Grass) 16 Elymus riparius (Riverbank Wild Rye) 64 Elymus virginicus (Virginia Wild Rye) 2 Glyceria striata (Fowl Manna Grass) 96 Total Forbs PLS oz/acre 2 Actinomeris alternifolia (Wingstem) 0.5 Blephilia hirsuta (Hairy Wood Mint) 3.5 Helenium autumnale (Autumn Sneezeweed) 2 Heliopsis helianthoides (False Sunflower) 0.5 Lobelia siphilitica (Great Blue Lobelia) 1 Lycopus americanus (Water Horehound) 0.5 Mimulus ringens (Monkey Flower) 1 Penstemon calycosus (Smooth Penstemon) 1 Rudbeckia laciniata (Green-Headed Coneflower) 3 Silphium perfoliatum (Cupplant) 1.5 Solidago gigantea (Late Goldenrod) 2 Symphyotrichum lanceolatum (Panicled Aster) 2 Symphyotrichum lateriflorum (Side-Flowering Aster) 1 Symphyotrichum puniceum (Swamp Aster) 0.5 Veronicastrum virgincum (Culver's Root) 2 Zizia aurea (Golden Alexanders) 24 Total Upland Woodland Seed Mix Grasses and Sedges PLS oz/acre 1 Carex cephalophora (Short-Headed Bracted Sedge) 1 Carex gracillima (Graceful Wood Sedge) 1 Carex sparganioides (Burreed Sedge) 8 Diarrhena obovata (Beak Grass) 16 Elymus hystrix (Bottlebrush Grass) 16 Elymus riparius (Riverbank Wild Rye) 5 Elymus villosus (Silky Wild Rye) 48 Elymus virginicus (Virginia Wild Rye) 96 Total Forbs PLS oz/acre 2 Ageratina altissima (White Snakeroot) 1 Aquilegia canadensis (Wild Columbine) 2 Eutrochium purpureum (Sweet Joe-Pye Weed) 3 Heliopsis helianthoides (False Sunflower) 2 Penstemon calycosus (Smooth Penstemon) 1 Solidago caesia (Blue-Stemmed Goldenrod) 2 Symphyotrichum cordifolium (Heart-leaved Blue Wood Aster) 1 Symphyotrichum lateriflorum (Side-Flowering Aster) 2 Symphyotrichum shortii (Short's Aster) 16 Total PERMANENT STABILIZATION AND RESTORATION SPECIFICATIONS: GENERAL CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER AND SEQUENCE THAT EROSION AND WATER POLLUTION WILL BE MINIMIZED AND HELD WITHIN ACCEPTABLE LIMITS. THE COMPLETED PROJECT SHALL PRESENT A WORKMANLIKE APPEARANCE AND CONFORM TO THE LINE, GRADE AND CROSS SECTION OF THE PROJECT PLANS. ALL TREES, STUMPS, BRUSH AND SIMILAR MATERIALS ARE TO BE REMOVED FROM THE SITE OR DISPOSED OF IN SUCH A WAY AS TO HAVE THE LEAST DETRIMENTAL EFFECT ON THE ENVIRONMENT. VEGETATIVE ESTABLISHMENT VEGETATION WILL BE ESTABLISHED ON ALL DISTURBED AREAS. DISTURBED AREAS ARE TO BE SEEDED AS SOON AS POSSIBLE AND AS DESCRIBED IN THE CONSTRUCTION SEQUENCE ON THIS SHEET. MAINTENANCE ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS. SEEDING TOPSOIL SHALL BE DE-COMPACTED TO A DEPTH OF 6 INCHES AND PREPARED IN ORDER TO ENSURE A SUFFICIENT PLANTING MEDIUM. SELECT A SEED MIXTURE BASED ON THE SPECIFICATIONS FOR PERMANENT SEED. APPLY 9 POUNDS OF 12-0-12 FERTILIZER PER 1000 SQ. FT. IN LAWN FILTER STRIP AREA ONLY. DO NOT APPLY FERTILIZER IN AREAS TO RECEIVE NATIVE SEED. SEED SHALL BE APPLIED WITH MECHANICAL SPREADER OR SEED DRILL AT RATES SPECIFIED PER ACRE. APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST. LIGHTLY RAKE AND ROLL WITH 200 LB. ROLLER. APPLY HYDROMULCH, STRAW MULCH OR EROSION CONTROL BLANKET AS SPECIFIED ON PLANS. MULCH UNLESS OTHERWISE SPECIFIED, EROSION CONTROL BLANKET SHALL BE INSTALLED AS SPECIFIED ON THE PLANS. WOOD FIBER HYDROMULCHER: IF APPROVED BY OWNER, WOOD FIBER HYDROMULCH MAY BE APPLIED. APPLY WOOD FIBER AT AT RATE OF 1 TON/ACRE. APPLY WITH A HYDROMULCHER WITH TACKING AGENT USED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. MAINTENANCE ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS. SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PERENNIAL RYEGRASS - WHITE CLOVER 70 LBS. 2 LBS.5.6 TO 7.0 2. PERENNIAL RYEGRASS - TALL FESCUE 70 LBS. 50 LBS. 5.6 TO 7.0 3. TALL FESCUE - WHITE CLOVER 70 LBS. 2 LBS. 5.5 TO 7.5 LAWNS AND HIGH-MAINTENANCE AREAS 1. TALL FESCUE (TURF TYPE) - BLUEGRASS 170 LBS. 30 LBS.5.6 TO 7.5 OPEN LOW-MAINTENANCE AREAS (REMAINING IDLE MORE THAN SIX MONTHS) SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH NOTES 1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES: (A) SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE (B) WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED INSTALLATION 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. 2. ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30.PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS MAINTENANCE 1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. 2. CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. 3. CHECK FOR EROSION OR MOVEMENT OF MULCH. 4. REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. 5. IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. 6. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) 7. IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. 8. ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. 9. FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER. TABLE 1. PERMANENT SEEDING RECOMMENDATIONS THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. REFERENCE IN CHAPTER 7 PAGES 35-40 IN THE INDIANA STORM WATER QUALITY MANUAL PERMANENT SEED (NO SCALE) TREE MITIGATION PRACTICES: 1.) Contractor is responsible for clearly marking the proposed boardwalk and pathway on site 2.) Owner & Landscape Architect shall do a thorough walk through with the contractor and adjust the pathway accordingly to minimize all tree impacts. 3.) The contractor will be responsible for documenting all tree removal that will include but not limited to: a.) DBH b.) Type/Species c.) Location d.) Photos of Health Status e.) Non-Wetland Forest (at least one acre of disturbance) 2:1 ratio 4.) An area on site will be identified for replacement trees to be located. 5.) Mitigation efforts and location of all replacements shall be thoroughly documented for future Mitigation Performance that will include all Monitor Reporting outlined in the DNR Information Bulletin #17 (Fifth Amendment) Page 9 XI. 11 1 1 1 1 1 1 02/11/22 W W W W W W W W W W W UPLAND WOODLAND SEED MIX UPLAND WOODLAND SEED MIX D D D D D D D D D D D D D D DDDDDDDDDDDDDD DD D D D D D D D D D D D D D D DD DDDDDDDDDDDDDD DDDDD DD D D10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQC303POST-CON SWPPPW S N E NOTE: NO EARTH MOVING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER NEW STORM SEWER NEW CONTOUR NEW SANITARY SEWER XXX TURF RESTORATION SEE SHEET C302 FOR SEED MIX. FORESTED WETLAND MIX SEE SHEET C302 FOR SEED MIX. STORMWATER POLLUTION PREVENTION GENERAL NOTES: 1. EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 2-4 OF "PRECONSTRUCTION ACTIVITIES" ON THIS SHEET HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. 2. RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 10 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. 3. ADDITIONAL STORM WATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY 4. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREETS. 5. APPROXIMATE CONSTRUCTION SCHEDULE: START DATE: APRIL 2021 COMPLETION DATE: DECEMBER 2021 6. LATITUDE: 39.97858 LONGITUDE: -86.06317 7. CONTACT PERSON: MICHAEL KLITZING, DIRECTOR CARMEL/CLAY PARKS & RECREATION 1411 EAST 116TH STREET CARMEL, INDIANA 46032 (317) 573-4018 9. WARNING: THIS SHEET TO BE USED FOR STORM WATER POLLUTION PREVENTION PURPOSES ONLY. 10. SEE SHEETS C300-C305 FOR ALL STORM WATER POLLUTION PREVENTION PLAN DETAILS & NOTES XXX UPLAND WOODLAND MIX SEE SHEET C302 FOR SEED MIX. TREE MITIGATION PRACTICES: 1.) Contractor is responsible for clearly marking the proposed boardwalk and pathway on site 2.) Owner & Landscape Architect shall do a thorough walk through with the contractor and adjust the pathway accordingly to minimize all tree impacts. 3.) The contractor will be responsible for documenting all tree removal that will include but not limited to: a.) DBH b.) Type/Species c.) Location d.) Photos of Health Status e.) Non-Wetland Forest (at least one acre of disturbance) 2:1 ratio 4.) An area on site will be identified for replacement trees to be located. 5.) Mitigation efforts and location of all replacements shall be thoroughly documented for future Mitigation Performance that will include all Monitor Reporting outlined in the DNR Information Bulletin #17 (Fifth Amendment) Page 9 XI. 1 1 1 1 1 02/11/22 10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQC304SWPPP SPECSSWPPP for Construction Sites: 1. 14 Digit Watershed Hydrologic Unit Code: 05120201090020 2. Name of all receiving waters: White River 3. Estimate of peak discharge for post construction conditions (10 year): N/A cfs 4. Locations of specific points where stormwater discharge will leave the site: Stormwater discharge will be to the South of the site into an swale. 5. Locations where stormwater may be directly discharged into groundwater, such as abandoned wells or sinkholes: None on site. 6. Soils Map of the predominant soil types: See sheet C305 for soils map and legend. 7. Description of potential pollutant sources associated with the construction activities: Excavation pits can be potential sources of discharge into groundwater. There is a potential for discharges into ground water from sediment resulting from exposed soils, leaves, mulch, and vehicular sources if a significant rain event occurs while excavations are open. The closest water well to this project is .1 mile away. 8. Temporary and permanent stormwater quality measures. a. Location as shown on sheets C300 through C303. b. Dimensions as shown on sheets C300 through C303. c. Detailed Specifications as described on this sheet. d. Construction details: see sheets C800-C803 for details. e. Monitoring and maintenance guidelines: Owner and representatives shall perform routine monitoring as required or after rain events. Coir Fiber Log Check Dams Requirements: 1. Material: As specified on plans or approved equal. 2. Anchoring: Use 2" x 2" woods stakes with pre-installed groove to anchor rope binding. 3. Rope binding shall be per manufacturer's recommendations. Installation: 1. Grade the site as specified in the construction plans. 2. Add topsoil where appropriate. 3. Cut in groove to receive coir fiber log. 4. Place log in groove with bottom set a minimum of 4 inches below finish grade. 5. Make sure log length is enough that both ends of log extend up slope to a point above normal flow elevation. 6. Install anchor stakes a maximum of 4 ft. on center on both sides of log. 7. Install rope lashing from stake to stake per manufacturer's recommendations. 8. Prepare the seedbed, fertilize (and lime, if needed), and seed the area immediately after grading. Maintenance: 1. During vegetative establishment, inspect weekly and after significant storm events of 0.5" or more. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence (Sediment Fence) Requirements: Drainage area: Limited watershed area to 1/4 acre per 100 ft. of fence; further restricted by slope steepness 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 in. 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 (if used) or steel fence posts set at least 1 ft. deep. (Steel posts should have projections for fastening fabric.) 3. Spacing of posts: 8 ft. maximum if fence supported by wire, 6 ft. for extra-strength fabric without wire backing. 4. Fence height: High enough so depth of impounded water does not exceed 1 1/2 ft. at any point along fence line. 18" min. height. 5. Support wire (optional): 14 gauge, 6-in. mesh wire fence (needed if using standard-strength fabric). 6. Fence fabric: Non-woven geotextile fabric with specified filtering efficiency and tensile strength and containing UV inhibitors and stabilizers to ensure 6-mo. Minimum life at temperatures 0- 120°F. Maintenance: 1. 1. Trained inspector to examine the silt fence weekly and after each 12" storm event. 2. 2. If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. 3. 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. 4. Take care to avoid undermining the fence during clean out. 5. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize. Temporary Construction Entrance/Exit Pad Requirements: 1. The construction entrance shall be located off of the existing parking lot as shown on the plans. 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 in. washed stone (INDOT CA No. 2) over a stable foundation. Thickness: 8 in. minimum 3. Width: 30 ft. minimum or full width of entrance/exit roadway, whichever is greater. 4.Length: 150 ft. or as the site will accommodate minimum. The length can be shorter for small sites. 5. Washing Facility: Level area with 3 in. washed stone minimum or a commercial rack, 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: 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 in. high water bar (ridge) with 3:1 side slopes across the drive area about 15 ft. 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 and sediment 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 12" 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 any broken road pavement immediately. Round Cobble Riprap Requirements: 1. Rock: Hard, angular, and weather-resistant, having a specific gravity of at least 2.5. Gradation: Well-graded stone, 50% (by weight) larger than the specified d50, and no more than 15% of the pieces (by weight) should be less than 3 in. Filter: Use geotextile fabric for stabilization and filtration. Slope: 2:1 or flatter, unless approved in the erosion and sediment control plan. Minimum Thickness: three times the specified d50 stone diameter. Installation: 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 should be 1-1/2 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. Place geotextile fabric on the smoothed foundation, overlap the edges at least 12 in., and secure with anchor pins spaced every 3 ft. along the overlap. Riprap Placement: 1. Immediately after installing the filter, add the riprap to 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 in. 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 material, slumping, and erosion at edges, especially downstream or downslope. (Properly designed and installed riprap usually requires very little maintenance if promptly repaired.) Pre-Construction Activities 1. Earthmoving activities may not begin until after items 2-4 have been completed. 2. Install temporary stone access drive off of Parking Lot. 3. Construct staging area near construction entrance. Also construct Rule 5 information posting box, install trash dumpster, and place port-o-let as shown on C300. 4. Install silt fencing as shown on sheet C300-C301. 5. Strip topsoil or organic matter from Construction area and store in location indicated on sheet C300. Keep topsoil piles separate from subgrade stockpiles so it may be spread on top of subgrade after mass earthwork is complete. 6. For bidding purposes, Contractor shall assume that additional topsoil will not be hauled in for this project. 7. If work on site will stop for ten days or more after completion of mass grading, install temporary seed as indicated on charts located on Sheet C302. 8. Maintain all inlet protection, sediment traps, and silt fencing in this project by cleaning out every week and after every storm event. 9. Location of proposed soil stockpiles, borrow, and /or disposal areas: See sheet C301-C302. 10. Temporary and Permanent surface stabilization methods appropriate for each season: See details on sheet C305 and C800-C803 for surface stabilization methods, soil amendments and seed mixture tables. 11. Erosion and sediment control specifications for individual building lots: None 12. Material handling, storage, and spill prevention plan 14. Contact information for the trained individual responsible for stormwater pollution prevention for the project site. a. Name: WEIHE ENGINEERS c/o Fred Parker, CPESC b. Address: 10505 N. College Ave. Indianapolis, IN 46280 c. Telephone Number: 317-846-6611 d. Email: parkerf@weihe.net e. List of qualifications: licensed environment permit coordinator and SWPP inspector. 15. Current revision date on all sheets: This has been noted. Purpose: The intention of this Spill Prevention, Control and 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 or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. 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 storm water (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendements: This Plan shall be reviewed and/or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water: White River 2. Drainage System: All drainage from the developed areas flows south to an existing swale, and toward the Wite River. 3. Possible Spill Sources: Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination:There will be NO above ground or under ground storage tanks or facilities at this site. The facility will not use domestic water or sanitary services. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately initiate the following procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number: Office: 317-233-7745 Toll Free: 800-233-7745 Also the National Response Center at 800-424-8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel c.) Notify the Fire Department Phone: 9-1-1 d.) Notify the Police Department Phone: 9-1-1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM-OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer/Contractor shall be continually kept informed and maintain lists of qualified contractors and available Vac-trucks, tank pumpers and other equipment readily accessible for clean-up operations. In addition, a continually updated list of available absorbent materials and clean-up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be 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 the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. SWPPP for Post-Construction 1. Description of potential pollutant sources associated with the proposed land use include: 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. 2. Post-construction stormwater quality measures: ·Type: Pervious pavement system and native plantings all over site ·Location: See sheet C302-C303 for locations. ·Dimensions: See sheet C302-C303 for dimensions. ·Sizing calculations: See project's Drainage Report. ·Detailed specifications: See this detail sheets. ·Construction details: See sheet C800-C803 for details. 3. Sequence describing stormwater quality measure implementation: a. Repair or replace silt fence installed during mass earthwork phase. b. Repair construction entrance installed in mass grading phase. c. Install or repair concrete washout basin as indicated on plans. d. Repair Construction Staging area originally set up during mass grading. e. Install lime in pavement sub-grades if required. f. Install storm sewer system and protect all inlets as indicated on Sheets C300 and C300. g. Complete and/or repair earthwork and sub-grade compaction for pavement sub-grades and install pavement sub-base material. h. Install all remaining site features. i. Complete earthwork and finish grading for seeded areas. Apply seed and mulch within 30 hours of seedbed preparation. Install erosion control blanket as indicated on the plans. j. 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 seventy percent (70%) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed. k. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets will not longer occur. l. After contractor has removed temporary erosion control measures any disturbed areas shall be re-seeded as required. 4. Stormwater quality measures to be implemented to prevent or minimize adverse impacts to stream and riparian habitats. a. Stable construction entrance. See Plan Sheet C300-C301 for location and Sheet C305-C306 for construction entrance details and specifications. b. Sediment control measures for sheet flow areas: Silt Fencing. See Plan Sheet C300-C301 for locations of sediment control measures from sheet flow and Sheet C305-C306 for construction details and specifications. c. Sediment control measures for concentrated flow areas: Erosion Control blanket and coir fiber logs. See Plan Sheet C300-C301 for locations and sheet C305-C306 for construction details and specifications. d. Storm sewer inlet protection measures, locations and specifications: See Plan Sheet C300-C301 for locations of inlet protection measures and Sheet C305-C306, C800-C803 construction details and specifications. e. Location, dimensions, specifications and construction details of each storm water quality measure: See Plan sheet C300-C301 and sheets Sheet C305-C306, C800-C803 for construction details and specifications. f. Temporary surface stabilization methods appropriate for each season: See Plan Sheet C300-C301 and Sheet C305-C306, C800-C803 for temporary surface stabilization guidelines and specifications. g. Permanent surface stabilization specifications: See Plan sheet C302-C303 for locations of permanent surface stabilization measures and Sheet C305-C306, C800-C803 for details and specifications. 5. An operation and maintenance manual for all post-construction stormwater quality measures: a. The owner shall be responsible for the inspection and maintenance of inlet castings, storm sewer structures, flow lines, vegetation, walks, pavement, dry detention area, emergency spillway, outlet control structure, and infiltration trenches. See accompanying O&M Manual for full details of owner's responsibilities/requirements regarding maintenance of post-construction BMP's. 1 02/11/22 10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR: PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 E NGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSC305SWPPP DETAILSKnow what'sCall below. before you dig. TEMPORARY CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE 8"FABRICFILL SLOP E FILTER FABRIC 1-1/4" X 1-1/4" POSTS FLOW GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 36" IN WIDTH. 2. TURN SILT FENCE UP SLOPE AT ENDS. 3. TRAINED INSPECTOR TO EXAMINE THE SILT FENCE WEEKLY AND AFTER EACH 12" STORM EVENT. ANCHOR SKIRT 4" MINIMUM Textile Strength @ 20% elongation........................ 50 lbs. per linear inch UV Resistance ..................................................... > 85 % Filtering efficiancy.................................................... 85% Slurry Flow Rate...................................................... 4.5 gpm/sq. ft Water Flow Rate....................................................... 220 gpm/square ft SILT FENCE Silt Fence shall be of a non-woven geotextile fabric design. All stakes shall be 1 1/4" X 1 1/4" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. TEMPORARY SILT FENCE NOT TO SCALE 6' WITHOUT WIRE BACKING 1'-0"1-1/4" X 1-1/4" POST NON-WOVEN FILTER FABRIC SILT FENCE JOINT WRAP DETAIL NPDES SWP3 POSTING BOX 12" MIN. 42" 36" MIN. WOOD POST & METAL BRACKET (SEE POST DETAIL) NPDES POSTING BOX (MAILBOX) MIN. SIZE 10"w x 18"d NPDES POSTING BOX (MAILBOX) MIN. SIZE 10"w x 18"d NOMINAL 4"x4" POST (TREATED) GALVANIZED HARDWARE PAINTED, GALVANIZED ALUMINUM HARDWARE BRACKET PAINTED, GALVANIZED ALUMINUM NOTES: 1. NPDES POSTING BOX SHALL CONTAIN ALL APPROVED NPDES PERMIT DOCUMENTS, PLANS, SPECS AND OPERATION AND MAINTENANCE MANUALS. END VIEW SIDE VIEW SCALE: NONE PAVE D ROAD STABILIZE FOUNDATION GEOTEXTILE FABRIC TO 8" MIN. TEMPORARY DITCH CULVERT 150' MI N . O R AS SIT E A L L O W S INDOT #2 AGGREGATE 20' M I N. COURSE 8' WITH WIRE BACKING TYPICAL TOPSOIL STOCKPILE TOPSOIL STOCKPILE TYPICAL10' ± SILT FENCE STORMWATER POLLUTION PREVENTION SCHEDULE WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED EROSION CONTROL MEASURE TREE PROTECTION EXISTING INLET PROTECTION SILT FENCE STONE ENTRANCE TEMPORARY SEEDING PERMANENT SEEDING EROSION CONTROL MATTING INLET PROTECTION SEED, SOD & LANDSCAPE AROUND REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE WATER AS NEEDED WATER AS NEEDED WATER AS NEEDED AS NEEDED N/A N/A MAINTENANCE INSTALLATION SEQUENCE AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER FINISH GRADING AFTER EACH INLET IS PLACED PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING AFTER ROUGH GRADING AFTER FINISH GRADING PRIOR TO CLEARING AND GRADING COIR FIBER MAT INLET PROTECTION NOT TO SCALE INSTALLATION KIT INCLUDES: 8 ZIP TIES 8 HOLD-DOWN PADS AND INSTRUCTIONS. THE HOLD-DOWN PADS SPREAD THE PRESSURE FROM TIGHTENED ZIP TIES. SKETCHES SHOW PROPER INSTALLATION. FLAT STREET OR PAVING GRATE 8 ZIP TIES AND HOLD-DOWN PADS BEEHIVE INLET GRATE 8 ZIP TIES AND HOLD-DOWN PADS STREET CURB INLET GRATE 7 ZIP TIES AND HOLD-DOWN PADS BEEHIVE INLET GRATE WITH OVERFLOW CUT-OUT 8 ZIP TIES AND HOLD-DOWN PADS 1. REMOVE SEDIMENT, DEBRIS, ICE AND SNOW FROM THE INLET GRATE SURFACE AND SURROUNDING AREA. 2. VERIFY FIT BY PLACING FILTER OVER INLET GRATE TO ENSURE THAT INLET FILTER EXTENDS AT LEAST ONE INCH BEYOND THE CASTING EDGES. THE OVERLAP SLOWS WATER FLOW AND STARTS FILTERING SEDIMENT AND DEBRIS BEFORE WATER DROPS INTO THE INLET. THE USER IS RESPONSIBLE FOR PROPER INSTALLATION. 3. POSITION THE MAT. PLACE INLET FILTER ON GRATE WITH THE NET SIDE DOWN, FLUSH TO THE BACK EDGE AND EXTENDING BEYOND THE GRATE OPENING ON THE FRONT AND BOTH SIDES. THE ZIP TIES ATTACH INLET FILTER TO THE INLET GRATE COVER WITHOUT LIFTING THE GRATE COVER. 4. INSERT ZIP TIES. LIFT INLET FILTER SLIGHTLY TO ENABLE YOU TO SEE THE FIRST GRATE BAR FROM THE EDGE OF THE GRATE COVER. PUSH THE POINTED END OF A SCREWDRIVER THROUGH INLET FILTER TO CREATE A PILOT HOLE TO THE SIDE OF THE GRATE BAR. PUSH THE POINTED END OF ZIP TIE THROUGH HOLE IN HOLD-DOWN PAD AND THEN THROUGH THE INLET FILTER. BEND ABOUT 3" OF THE END OF THE ZIP TIE BACK ON ITSELF AND STEP ON THE FOLD TO FORM A HOOK SHAPE. THE HOOK SHAPE MAKES IT EASIER TO GRAB THE END AFTER LOOPING UNDER THE GRATE BAR. NOW LOOP THE ZIP TIE UNDER THE GRATE BAR AND PULL UP: INSERT POINTED END OF TIE IN BOTTOM OF INLET FILTER ABOUT 2 INCHES FROM THE FIRST ENTRY POINT AND PUSH UP AND THROUGH FILTER AND SECOND HOLE IN HOLD-DOWN PAD. 5. TIGHTEN ZIP TIES. AFTER ATTACHING ALL OF THE ZIP TIES, RE-POSITION INLET FILTER TO COMPLETELY COVER AND OVERLAP THE GRATE. PULL FREE END OF ZIP-TIES HAND TIGHT TO ANCHOR INLET FILTER TO THE GRATE. CUT OFF FREE END OF ZIP TIES TO LEAVE A 1" TAIL. 6. EXTREME FLOW INSTALLATION REQUIRE- MENTS. SOME MUNICIPALITIES REQUIRE EXPOSED OVERFLOW. CHECK LOCAL REGULATIONS. EXPOSING THE EMERGENCY OVERFLOW ALLOWS UNFILTERED FLOW WHEN WATER DEPTH EXCEEDS INLET FILTER HEIGHT. IF NECESSARY, CUT INLET FILTER WITH A KNIFE OR SHEARS TO EXPOSE THE UPPER PORTION OF THE OVERFLOW SECTION. ALLOW THE STANDARD OVERLAP ON ALL SIDES OF INLET FILTER BEFORE CUTTING. MAINTENANCE INLET FILTER WILL COLLECT A LOT OF SEDIMENT. SWEEP TOP AND SIDES OF INLET FILTER TO REMOVE SEDIMENT AND DEBRIS AFTER EACH 1/2" RAIN EVENT. IN CASE OF STANDING WATER AT INLET, SWEEPING AWAY BUILT-UP DEBRIS ALLOWS WATER TO DRAIN THROUGH INLET FILTER. CUT OUT DO NOT COVER TOP OF CURB. CURB TOP TO ACT AS OVERFLOW. PERMANENT STABILIZATION AND RESTORATION SPECIFICATIONS General Construction operations shall be carried out in such a manner and sequence that erosion and water pollution will be minimized and held within acceptable limits. The completed project shall present a workmanlike appearance and conform to the line, grade and cross section of the project plans. All trees, stumps, brush and similar materials are to be removed from the site or disposed of in such a way as to have the least detrimental effect on the environment. Vegetative Establishment Vegetation will be established on all disturbed areas. Disturbed areas are to be seeded as soon as possible and as described in the construction sequence on this Sheet. Maintenance All seeded lawns shall be maintained for 60 days following final inspection by landscape architect after written request from the contractor. Maintenance to include watering, weeding, cultivating, mulching, mowing and all other necessary operations required for proper establishment of lawns. Seeding Topsoil shall be de-compacted to a depth of 6 inches and prepared in order to ensure a sufficient planting medium. Select a seed mixture based on the specifications for permanent seed. Apply 9 pounds of 12-0-12 fertilizer per 1000 sq. ft. in lawn filter strip area ONLY. Do not apply fertilizer in areas to receive Native Seed. Seed shall be applied with mechanical spreader or seed drill at rates specified per acre. Apply seed 1/2 one direction and 1/2 perpendicular to the first. Lightly rake and roll with 200 lb. roller. Apply hydromulch, straw mulch or erosion control blanket as specified on plans. Mulch Unless otherwise specified, erosion control blanket shall be installed as specified on the plans. Wood Fiber Hydromulcher: If approved by Owner, wood fiber hydromulch may be applied. Apply wood fiber at at rate of 1 ton/acre. Apply with a hydromulcher with tacking agent used according to manufacturer's recommendations. Maintenance All seeded lawns shall be maintained for 60 days following final inspection by landscape architect after written request from the contractor. Maintenance to include watering, weeding, cultivating, mulching, mowing and all other necessary operations required for proper establishment of lawns. NOT TO SCALE TREE PROTECTION DETAIL FLOW SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASH AREA. ABOVE GROUND CONCRETE WASHOUT AREA NOT TO SCALE PROFILE PLAN POLYETHYLENE LINING - 10 MIL THICK LINING TO EXTEND OVER THE BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE TO THE STRAW BALES POLYETHYLENE LINING - 10 MIL THICK LINING TO EXTEND OVER THE BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE TO THE STRAW BALES BINDINGS FOR STRAW BALES TO BE PLACED PARALLEL TO GROUNDCOMPACTED SOIL TO PREVENT PIPING STAKED STRAW BALE WASHOUT AREA LENGTH = 20' WASHOUT AREA WIDTH = 15' COMPACTED SOIL TO PREVENT PIPING NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. NOTE: CONTRACTOR SHALL PROVIDE ADDITIONAL WASHOUT STRUCTURES OR LARGER STRUCTURES IF REQURIED 2 WOOD OR METAL STAKES (TYP) PER BALE STRAW BALE ENTRENCHED 4" INTO GROUND STRAW BALE ENTRENCHED 4" INTO GROUND VELCRO CLOSURE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNIT STORM SEWER GRATE DANDY BAGR STORM SEWER GRATE DANDY CURB BAGTM OVERFLOW GAP CURB AND GUTTER INLET CURB FILTER LOW PROFILE WITH GUTTER FOR SAFETY AND CURB APPEAL LIFTING STRAPS STORM SEWER GRATE COMPLETELY COVERED BY HI-FLOW FABRIC DANDY BAGR Ò Grab Tensile Strength ASTM D 4632 kN (lbs) 1.62 (365) X 0.89 (200) Grab Tensile Elongation ASTM D 4632 % 24 X 10 Puncture Strength ASTM D 4833 kN (lbs) 0.40 (90) Mullen Burst Strength ASTM D 3786 kPa (psi) 3097 (450) Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.51 (115) X 0.33 (75) UV Resistence ASTM D 4355 % 90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve) 0.425 (40) Flow Rate ASTM D 4491 1/min/m (gal/min/ft ) 5907 (145) Permittivity ASTM D 4491 Sec 2.1-1 2 2 Ò Ò Ô Grab Tensile Strength ASTM D 4632 kN (lbs) 1.62 (365) X 0.89 (200) Grab Tensile Elongation ASTM D 4632 % 24 X 10 Puncture Strength ASTM D 4833 kN (lbs) 0.40 (90) Mullen Burst Strength ASTM D 3786 kPa (psi) 3097 (450) Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.51 (115) X 0.33 (75) UV Resistence ASTM D 4355 % 90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve) 0.425 (40) Flow Rate ASTM D 4491 1/min/m (gal/min/ft ) 5907 (145) Permittivity ASTM D 4491 Sec 2.1-1 2 2 Ô Ô NOT TO SCALE INLET SEDIMENT CONTROL DEVICES DETAIL SITE BRACKET PLATFORM PLATFORM PLATFORM NOTE: IF STONE PAVING IS TO BE USED AS A WHEEL WASH AREA, ALL RUNOFF SHALL BE DIRECTED TO A CONTAINED AREA WHERE SEDIMENT CAN BE COLLECTED AND REMOVED. NO SCALE SOILS MAP LEGEND SOILS MAP 02/11/22 10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR: PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 E NGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSC306SWPPP DETAILSPERMANENT STABILIZATION AND RESTORATION SPECIFICATIONS General Construction operations shall be carried out in such a manner and sequence that erosion and water pollution will be minimized and held within acceptable limits. The completed project shall present a workmanlike appearance and conform to the line, grade and cross section of the project plans. All trees, stumps, brush and similar materials are to be removed from the site or disposed of in such a way as to have the least detrimental effect on the environment. Vegetative Establishment Vegetation will be established on all disturbed areas. Disturbed areas are to be seeded as soon as possible and as described in the construction sequence on this Sheet. Maintenance All seeded lawns shall be maintained for 60 days following final inspection by landscape architect after written request from the contractor. Maintenance to include watering, weeding, cultivating, mulching, mowing and all other necessary operations required for proper establishment of lawns. Seeding Topsoil shall be de-compacted to a depth of 6 inches and prepared in order to ensure a sufficient planting medium. Select a seed mixture based on the specifications for permanent seed. Apply 9 pounds of 12-0-12 fertilizer per 1000 sq. ft. in lawn filter strip area ONLY. Do not apply fertilizer in areas to receive Native Seed. Seed shall be applied with mechanical spreader or seed drill at rates specified per acre. Apply seed 1/2 one direction and 1/2 perpendicular to the first. Lightly rake and roll with 200 lb. roller. Apply hydromulch, straw mulch or erosion control blanket as specified on plans. Mulch Unless otherwise specified, erosion control blanket shall be installed as specified on the plans. Wood Fiber Hydromulcher: If approved by City Engineer, wood fiber hydromulch may be applied. Apply wood fiber at at rate of 1 ton/acre. Apply with a hydromulcher with tacking agent used according to manufacturer's recommendations. Maintenance All seeded lawns shall be maintained for 60 days following final inspection by landscape architect after written request from the contractor. Maintenance to include watering, weeding, cultivating, mulching, mowing and all other necessary operations required for proper establishment of lawns. Ô Ô SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PERENNIAL RYEGRASS - WHITE CLOVER 70 LBS. 2 LBS.5.6 TO 7.0 2. PERENNIAL RYEGRASS - TALL FESCUE 70 LBS. 50 LBS. 5.6 TO 7.0 3. TALL FESCUE - WHITE CLOVER 70 LBS. 2 LBS. 5.5 TO 7.5 OPEN LOW-MAINTENANCE AREAS (REMAINING IDLE MORE THAN SIX MONTHS) 02/11/22 10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netfhAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS06/28/20211AQC800GENERAL DETAILSCONTROL JOINT (3 8" X 1 4" OF SLAB THICKNESS) 4" COMPACTED GRAVEL BASE 95% COMPACTED SUBGRADE CONTROL JOINT DETAIL (NO SCALE) 12" EXPANSION JOINT WITH PREMOLDED FILLER RECESSED 12" FROM SURFACE. FILL RECESS WITH NON-SHRINKING ALL-WEATHER SEALANT (SONNEBORN SLI OR SIMILAR) PREMOLDED FILLER (E.G. FIBER BOARD) 4" COMPACTED GRAVEL BASE 95% COMPACTED SUBGRADE EXPANSION JOINT DETAIL (NO SCALE) 4" COMPACTED GRAVEL BASE 95% COMPACTED SUBGRADE 4" MINIMUM CONCRETE 4" CONCRETE PAVEMENT DETAIL (NO SCALE) 4 C800 3 C800 2 C800 PARK ENTRY SIGN DETAILS (NO SCALE) 1 C801 ALUMINUM SIGN CABINET WHITE VINYL LOGO, SURFACE APPLIED ALUMINUM BASE CABINET5'-6"2'-134"2'-1114"1'-0"3'-0" 4'-111 4" 4" 8'-1114" 1/4" ALUMINUM COPY, STUD MOUNTED 1/2" OFF PANEL FACE, COPY TO BE BARMENOBQ/REG PAINTED WHITE. (REFER TO MESSAGE SCHEDULE SHEET SW-1.01) REINFORCED CONCRETE FOUNDATION REINFORCED CONCRETE FOOTING FINISHED GRADE212"11"414" 7" LIMESTONE CAP 2'-7"1'-0"8 C800 BOARDWALK CONNECTION DETAIL (NO SCALE)8'-0"3'-9" 8" 1'-0" 1'-8" 8'-0"1'-8"3'-0"4"4"1'-0"3'-0"CONCRETE WALK CONCRETE OR ASPHALT WALK COMPACTED BASE DIMENSION TO BE CONFIRMED UPON DELIVERY OF BOARDWALK MATERIALS/TO BE COORDINATED WITH BOARDWALK MANUFACTURER BOARDWALK CONCRETE FOOTER/BOARDWALK ABUTMENT PROPOSED WALK SHALL SLOPE TO CONCRETE ABUTMENT @ 3% MAX & SHALL MEET ADA CODE COMPLIANCE CONCRETE BOARDWALK ABUTMENT#5 REBAR, CONTINUOUS, EA. WAY 5 C800 6" FLUSH CONCRETE CURB (NO SCALE) CONCRETE 3000 PSI EXISTING SURFACE (CONCRETE/SOD) 95% COMPACTED SUBGRADE PLAYGROUND SURFACING #5 REBAR 10 C8002"2"5"5"2" BROWN FILL STONE MIXED WITH SOIL STABILIZER 2" BROWN FILL STONE MIXED WITH SOIL STABILIZER 5" COMPACTED #53 COARSE AGGREGATE 5" COMPACTED #53 CRUSHED STONE PROOF ROLLED SUBGRADE PER SPECS FINISH GRADE 1'-2"AGGREGATE PAVING DETAIL (NO SCALE) 7 C800 5" COMPACTED #53 COARSE AGGREGATE 2" STONE CRUSHER FINES 2 - 4x4 PRESSURE TREATED LUMBER WITH HOLES DRILLED JUST LARGE ENOUGH TO RECEIVE REBAR PROOF ROLLED SUBGRADE PER SPECS FINISH GRADE 36" #4 REBAR 36" O.C. CRUSHER FINES MUST COMPRISE OF 50% STONE PIECES AND 50% DUST. PATH SHOULD BE COMACTABLE TO HARD SURFACE. ADD DUST AND WATER AS REQUIRED TO ACHIEVE DESIRED SURFACE. CRUSHED STONE PATH W/ WOOD EDGING (NO SCALE) 5'-0"3'-0"12 C800 11 C800 UNDER DRAIN (NO SCALE) UNDER DRAIN (NO SCALE) 4" COMPACTED GRAVEL BASE 95% COMPACTED SUBGRADE 4" MINIMUM CONCRETE 4" CONCRETE FOOTER (SITE FURNISHING) (NO SCALE) 9 C800 13 C800 STONE PAVILION COLUMN (NO SCALE) INDIANA LIMESTONE - NATURAL STONE ROCKFORD ESTATE BLEND (STONE CENTER OF INDIANA) #4 REBAR @ 24" O.C. CAST STONE CAP 6" X 8" X 16" CMU, GROUT FILLED CAVITY 6" x 8" EXISTING PAVILION COLUMN 24" PRE DILLED HOLE IN EXISTING CONCRETE WHERE REBAR SHALL BE INSTALLED FOR ADDITION COLUMN SUPPORT UNEVEN SURFACE OF EXISTING CONCRETE SHALL BE GROUTED TO LEVEL 1 1 02/11/22 10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR: PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 E NGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSC801GENERAL DETAILS4 C801 RUBBERWAY PP3000 TRAIL (NO SCALE) BH1830T - BEACON HILL THERMORY ADA TABLE, 3 CONTOUR SWIVEL SEATS (NO SCALE) 1 C801 AL1980T - ALLURE 6' CONTOUR THEORY BENCH (NO SCALE) 3 C801 ANOVA 211 NORTH LINDBERGH, 2ND FLOOR ST. LOUIS, MO 63141 TOLL FREE: 1-888-535-5005 PHONE: (800) 231-1327 FAX: (314) 754-0835 FRONT ELEVATION PLAN VIEW Ø 1.64" UMBRELLA HOLE 2X Ø .41" FOOT MOUNT *Surface mounting is required. Meets federal ADA requirements. Colors and/or Options: Please see manufacturer website at www.anovafurnishings.com. Finish: Planks: Thermory is a lustrous chocolate brown color when new and will naturally age to uniform silver/gray over time. Regular use of a standard deck oil will maintain the original plank color. Frame/Legs: Fade-resistant, powder coated steel and aluminum components feature a state-of-the-art primer proven to prevent rusting. Treated components exceed the industry standard by 34% in testing by independent sources. Material: Composed of 1" x 3.5" (1" x 4" nominal dimensions) low-maintenance Thermory hardwood tabletop, seat and back planks. Frame is 10-gauge steel with 2.38" O.D. steel tube legs. Seats have steel and aluminum plates. Capacity: 4 person with 1 wheelchair placement. Unit Weight: 303 lbs. Assembly: Table requires some assembly. The tabletop and seats ship pre-assembled. Stainless steel assembly hardware is included. Structural Warranty: Limited 10-year warranty. Finish Warranty: Planks: 10-year warranty. Powder Coat: 3-year warranty against rusting, peeling, chipping, cracking, mold, mildew and defects in materials and/or workmanship; 7-year warranty against fading. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER C800-803 FRONT ELEVATION SIDE ELEVATION FOOT MOUNT 4X Ø .4" *Surface mounting is required. Colors and/or Options: Please see manufacturer website at www.anovafurnishings.com. Finish: Planks: Thermory is a lustrous chocolate brown color when new and will naturally age to uniform silver/gray over time. Regular use of a standard deck oil will maintain the original plank color. Legs/under supports: Fade-resistant, powder coated aluminum and steel components feature a state-of-the-art primer proven to prevent rusting. Material: Composed of 1" x 2" low-maintenance Thermory hardwood seat and back planks, aluminum accent planks, cast aluminum legs and steel under supports. Capacity: 200 lbs. per linear foot. Unit Weight: 110 lbs. Assembly: The bench ships fully assembled and ready for use. Assembly includes stainless steel hardware. Structural Warranty: Limited 10-year warranty. Finish Warranty: Planks: 10-year warranty. Powder Coat: 3-year warranty against rusting, peeling, chipping, cracking, mold, mildew and defects in materials and/or workmanship; 7-year warranty against fading. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER ANOVA 211 NORTH LINDBERGH, 2ND FLOOR ST. LOUIS, MO 63141 TOLL FREE: 1-888-535-5005 PHONE: (800) 231-1327 FAX: (314) 754-0835 BH1840T - BEACON HILL THERMORY TABLE, 4 CONTOUR SEATS (NO SCALE) 2 C801 ANOVA 211 NORTH LINDBERGH, 2ND FLOOR ST. LOUIS, MO 63141 TOLL FREE: 1-888-535-5005 PHONE: (800) 231-1327 FAX: (314) 754-0835 FRONT ELEVATION PLAN VIEW Ø 1.64" UMBRELLA HOLE 2X Ø .41" FOOT MOUNT *Surface mounting is required. Meets federal ADA requirements. Colors and/or Options: Please see manufacturer website at www.anovafurnishings.com. Finish: Planks: Thermory is a lustrous chocolate brown color when new and will naturally age to uniform silver/gray over time. Regular use of a standard deck oil will maintain the original plank color. Frame/Legs: Fade-resistant, powder coated steel and aluminum components feature a state-of-the-art primer proven to prevent rusting. Treated components exceed the industry standard by 34% in testing by independent sources. Material: Composed of 1" x 3.5" (1" x 4" nominal dimensions) low-maintenance Thermory hardwood tabletop, seat and back planks. Frame is 10-gauge steel with 2.38" O.D. steel tube legs. Seats have steel and aluminum plates. Capacity: 4 person with 1 wheelchair placement. Unit Weight: 303 lbs. Assembly: Table requires some assembly. The tabletop and seats ship pre-assembled. Stainless steel assembly hardware is included. Structural Warranty: Limited 10-year warranty. Finish Warranty: Planks: 10-year warranty. Powder Coat: 3-year warranty against rusting, peeling, chipping, cracking, mold, mildew and defects in materials and/or workmanship; 7-year warranty against fading. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBERC800-803 BIKE RACK DETAIL (NO SCALE) 5 C801 EXISTING GRADE SHALL BE 1.5" BELOW TOP OF PROPOSED PAVEMENT SURFACE 02/11/22 10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR: PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 E NGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSC802GENERAL DETAILS02/11/22 10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR: PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 E NGINE E RS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSC803GENERAL DETAILSPIER SHOWN ABOVE IS TO BE USED FOR BOTH SHELTERS DEPICTED ON THIS SHEET. SHADE STRUCTURE COLUMN CONCRETE PIER (NO SCALE) 1 C803 * 12"1'-6""VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. THE VAN ACCESSIBLE SPACE IS SHOWN AS 8FT WIDE WITH AND 8FT WIDE ACCESS AISLE THAT IS SHARED WITH ANOTHER ACCESSIBLE SPACE. SEE SHEET L1.01 FOR LOCATION OF VAN ACCESSIBLE SPACE. FEDERAL SETTLEMENT AGREEMENT REQUIRE A SEPERATE SIGN BE INSTALLED BELOW THE STANDARD DOT R7-8 HANDICAP SIGN THAT SAYS " VAN ACCESSIBLE".BELOW THIS USDOT R7-8 STANDARD SIGN, THE FINE SHOULD BE POSTED AS MINIMUM OF $200. ADA ACCESSIBLE PARKING SIGN DETAIL (NO SCALE) * GREEN - ILLUMINATING TAPE (LETTERS) BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (BORDER) GREEN - ILLUMINATING TAPE (BORDER) WHITE - ILLUMINATING TAPE (BACKGROUND)OR PER LOCAL CODESGRASS 10" 18" 2'-0" MIN. TO CURB 6'-0" MIN.3'-6" MIN.3'-0"SIGN BASE HEIGHT WHERESIGNS NOT PROTECTED BYCURBADA ACCESSIBLE TRAFFIC SIGNAGE (NO SCALE) 6" STEEL PIPE FILLED W/ CONCRETE 2" STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE PAVING BASE CONCRETE FOOTING MOWING EDGE STOP SIGN INSTALLED IN LANDSCAPE AREA HANDICAP, NO PARKING SIGN INSTALLED IN PARKING LOT. HANDICAP LOCATIONS 2-SIDED WHERE STALLS FACING. CONCRETE FOOTINGOR TO MINIMUM FRONTDEPTH IF GREATERNOTE: ALL STRIPES TO BE 4" PAINTED BLUE 18" R. 20°4" TYP.18"7"PAINTED ADA ACCESSIBLE SYMBOL (NO SCALE) 1" 3"3"11" 3' O.C. 45° 4" WIDE BLUE STRIPE 20'8' MIN 8' MIN5' HANDICAP (TYP.) HANDICAP (TYP.) 8' FOR VAN ACCESSIBLE (SEE PLANS FOR LOCATIONS) HANDICAP PARKING SIGN ADA ACCESSIBLE PARKING STALLS (NO SCALE) 4" COMPACTED GRAVEL BASE 95% COMPACTED SUBGRADE 6" MINIMUM CONCRETE 6" CONCRETE VEHICULAR PAVEMENT DETAIL (NO SCALE) 6 C803 5 C803 7 C803 8 C803 2 C803 4 C803 3 C803 6" WOVEN WIRE REINFORCEMENT 02/11/22 THE DEPARTMENT OF PUBLIC UTILITIES FOR THE CITY OF INDIANAPOLIS (LANDLORD) PER INSTR. #2011041273 (PARENT PARCEL) CARMEL-CLAY PARKS & RECREATION BOARD (TENANT)WWWW W W WWWWWW WW W WW WWW W OHUOHUOHUOHU OHU OHU OHU OHUOHU OHU OHU OHUOHU OHUOH U OH U OHU OH U OH U OH U OHU OH U OHU WWWWW W WWW WW WWW WWWW W W W W W WW G G G G G G G G G G W W W W W W W N03°17'00"E (R)N86°06 '46"W (R) N83°17 '07"W (R) N06°14'00"E (R)N29°14'00"E (R)P.L. CONT.P.L. CONT.DDDDD DDD D DDD DD D D D DD D D D D D DD DDDD D DDDD D D D DDD D D D D D DD D D DDDDDD D DD D DD DD DDD D DD D DDD100DEMOLITION PLAN10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQW S N E DEMOLITION LEGEND A B C D EXISTING CONCRETE AND BASE TO BE COMPLETELY REMOVED EXISTING PLAYGROUND SURFACING TO BE COMPLETELY REMOVED, INCLUDING TIMBER EDGING, SUBDRAINAGE, AND ANY BASE DISCOVERED. EXISTING STONE GRAVEL PATH TO BE COMPLETELY REMOVED EXISTING VEGETATION TO BE SELECTIVELY CLEARED. ON SITE APPROVAL FROM OWNER/LANDSCAPE ARCHITECT. ALL INVASIVE SPECIES SHALL BE REMOVED AND ALL NATIVE PLANTINGS SHALL BE PRESERVED UNLESS NO ALTERNATIVES ARE AVAILABLE. EXISTING TREE TO BE COMPLETELY REMOVED EXISTING TREE TO REMAIN AND BE PROTECTED FROM ALL WORK EXISTING SIDEWALK/TRAIL TO BE COMPLETELY REMOVED EXISTING BENCHES AND FOUNDATIONS TO BE REMOVED EXISTING PLAYGROUND STRUCTURES AND CONCRETE FOUNDATIONS TO BE REMOVED EXISTING PLAYGROUND SURFACING TO BE REMOVED DEMOLITION NOTES 1. REMOVAL OF EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY, AND OR LOCAL LAWS AND ORDINANCES. 2. CONTRACTOR MUST TAKE PROPER CARE TO ADDRESS UNEXPECTED CONDITIONS AND UTILITIES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONSULT A SOILS ENGINEER FOR RECOMMENDATIONS AND CONSULT WITH THE PROJECT MANAGER IMMEDIATELY IF UNFORESEEN CONDITIONS ARE ENCOUNTERED ON SITE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS, BUT NOT LIMITED TO THE EXCAVATING AND DEMOLITION CONTRACTOR OR CONTRACTORS, MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE LOCAL UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS, OR AGENCIES, WHICHEVER UTILITY COMPANY OR AGENCIES, THAT HAS JURISDICTION, SO NOT TO CAUSE DAMAGE. 5. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENT 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON THE SITE. ALL VERIFICATIONS, LOCATIONS, SIZE, AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. HEAVY CONSTRUCTION EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 7. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 8. IT IS THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL, AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, PUBLIC PARKING AREAS, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS, OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE DEMOLITION SCHEDULE. WATER MAY BE USED AS A REDUCER. 9. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE ENGINEER AND MAY NOT BE ACTUAL. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS. 10. ANY PAVEMENT, CONCRETE, OR ASPHALT DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR. A GENERAL DEMOLITION NOTES: THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) (HTTP://INCORS.IN.GOV). THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88. A A A B B B B B C C D E EXISTING WOOD RETAINING WALLS TO BE REMOVED EEEE E E E E E E F EXISTING VEGETATION TO BE SELECTIVELY CLEARED. ON SITE APPROVAL FROM OWNER/LANDSCAPE ARCHITECT. ALL INVASIVE SPECIES SHALL BE REMOVED AND ALL NATIVE PLANTINGS SHALL BE PRESERVED UNLESS NO ALTERNATIVES ARE AVAILABLE. F F A G REMOVE EXISTING SIGN AND SUPPORTS G 1 NOTE: ***ALL STORM WATER CONTROL MEASURES ARE LISTED ON C300-C301*** 02/11/22 DDD DD D D DDDDDDD DDDDDD DDDDDD D D D D D D D D D D D D D D D D D D D D DDDDD D D DDDDDDDDDDD DDDDDDDD DD DD DD DDDD D DDDDD D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D DDDDDDD D DDD DD DDDDDDD DDD DDD DDDDDDDD D DDDDDDD101DEMOLITION PLAN10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQW S N E F F F F F 02/11/22 W W D D D D D D D D D D D D D D D D D D D D D D DDDDDDDD DD DDD DDDDDD D D DDD D D D D D D D D D D D D D D D D D D D D D D D D DDDDD DDDDDDD DD DDDDDDDDDDDDDD DDD DDDD D DDDD102DEMOLITION PLAN10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS 06/28/20211 AQW S N E F F F F 02/11/22