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Home My WebLink AboutWest Park Trail Extension Full Set2700 W. 116th Street Carmel, IN 46032 OCTOBER 12, 2022 WEST PARK - PERIMETER TRAIL EXTENSION SMITHGROUP PROJECT # 13202.000 PROJECT VICINITY MAPProject Area North NOT TO SCALE WEST PARK 1-800-382-5544 811 CALL TOLL FREE FOR CALLS INSIDE OF INDIANA"DON'T DIG BLIND" HOLEY MOLEY SAYS IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PER INDIANA STATE LAW IC 8 1 26. SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 COVER SHEET 13202 G-000 Developer: Prepared by: LANDSCAPE ARCHITECT & CIVIL ENGINEER 1427 EAST 116TH STREET CARMEL, IN 46032 317.843.3875 carmelclayparks.com Contact: Jonathan Blake jblake@carmelclayparks.com CARMEL-CLAY PARKS & RECREATION 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com Professional Engineer: David Wolmutt Dave.Wolmutt@smithgroup.com Legal Description: 35.14 Acre Parcel (West): A part of the Southwest Quarter of Section 32, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township, Hamilton County, Indiana being more particularly described as follows: Commencing at the southwest comer of the Southwest Quarter of Section 32, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township, Hamilton County, Indiana; thence North 89 degrees 34 minutes 15 seconds East (basis of bearing Instrument #94-13908) 1,325.46 feet to the southwest corner of the Southeast Quarter of the Southwest Quarter of said Section 32, said corner is the POINT OF BEGINNING of the herein described tract; thence North 00 degrees01 minute 33 seconds West 1,317.74 feet to the northwest corner of said quarter-quarter section; thence North 89 degrees 28 minutes 41 seconds East 1,326.32 feet to the northeast corner of said quarter-quarter section; thence South 00 degrees 00 minutes 39 seconds West 31.86 feet on the east line of the Southwest Quarter of said Section 32 to the northeast corner of that land described as Parcel 3B in Instrument #94-13908 and recorded in the Office of the Hamilton County Recorder; thence South 89 degrees 34 minutes 15 seconds West 169.00 feet on the north line of said parcel; thence South 00 degrees 00 minutes 39 seconds West 1,288.04 feet, parallel with the east line of the Southwest Quarter of said Section 32, to a point on the south line of said quarter section; thence South 89 degrees 34 minutes 15 second West 1,156.46 feet on the south line of said quarter section to the POINT OF BEGINNING, said tract contains 35.14 acres more or less. 5.00 Acre Parcel (Central): A part of the Southwest Quarter of Section 32, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township, Hamilton County, Indiana being more particularly described as follows: BEGINNING at the southeast comer of the Southwest Quarter of Section 32, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township, Hamilton County, Indiana; thence South 89 degrees 34 minutes 15 seconds West (basis of bearing Instrument #94-13908) 169.00 feet on the south line of said quarter section; thence North 00 degrees 00 minutes 39 seconds East 1,288.04 feet to a point on the north line of that 8.00 acre tract (Parcel #38) described in record Instrument #94-13908 and recorded in the Office of the Hamilton County Recorder; thence North 89 degrees 34 minutes 15 seconds East 169.00 feet on the north line of said 8.00 acre tract to a point on the east line of the Southwest Quarter of said Section 32; thence South 00 degrees 00 minutes 39 seconds West 1,288.04 feet on the east line of said quarter section to the POINT OF BEGINNING, said tract contains 5.00 acres more or less. 65.42 Acre Parcel (East): Part of the West Half of the Southeast Quarter of Section 32, Township 18 North, Range 3 East of the Second Principal Meridian in Hamilton County, Indiana more particularly described as follows: Commencing at the southeast corner of the Southeast Quarter of Section 32, Township 18 North, Range 3 East of the Second Principal Meridian in Hamilton County, Indiana; thence South 90 degrees 00 minutes 00 seconds West (assumed bearing) 1,329.81 feet on the south line of said Southeast Quarter to the southeast comer or the West Half of said Southeast Quarter; thence South 90 degrees 00 minutes 00 seconds West 342.44 feet on the south line of said Southeast Quarter Section to the POINT OF BEGINNING of the herein described surveyed tract; thence South 90 degrees 00 minutes 00 seconds West 987.36 feet on the south line of said Southeast Quarter to the southwest corner thereof; thence North 00 degrees 29 minutes 55 seconds East 2,307.37 feet to a 5/8 inch diameter iron rebar with a yellow plastic cap marked “WEIHE ENGR. 0012” (capped rebar); thence North 89 degrees 54 minutes 05 seconds East 1,328.34 feet, parallel with the north line of said Southeast Quarter Section to a capped rebar on the east line of the West Half of said Southeast Quarter; thence South 00 degrees 27 minutes 42 seconds West 1,672.34 feet on said east line to a capped rebar; thence South 90 degrees 00 minutes 00 seconds West 342.44 feet to a capped rebar; thence South 00 degrees, 27 minutes 42 seconds West 637.30 feet parallel with the east line of the West Half of said Southeast Quarter, to the POINT OF BEGINNING of the herein described tract, said tract contains 65.423 acres more or less. Subject to the right-of-way for 116th Street along the south side of the real estate. Subject to an easement for a gas line and incidental purposes in favor of Indiana Gas Company, Inc. recorded June 17, 1985 in Easement Record 2, page 922. Subject to all other easements, rights-of-way, covenants, and restrictions of record. Permit Information: ZONE DISTRICT P-1: Park SETBACK DISTANCES Minimum Front Yard Setback: 40 feet for a principal building Minimum Side Yard Setback: 20 feet for a principal building, 50 feet aggregate Minimum Rear Yard Setback: 15 feet for a principal building TOTAL SITE DISTURBANCE 1.45 acres SHEET LIST SHEET NUMBER SHEET TITLE G-000 COVER SHEET CS001 EXISTING CONDITIONS PLAN CS100 OVERALL TRAIL PLAN CS100A PROPOSED SITE DRAINAGE MAP CS101 EROSION CONTROL & SITE PREP PLAN CS101A STORMWATER POLLUTION PREVENTION NOTES CS102 TRAIL PLAN & PROFILE CS103 TRAIL PLAN & PROFILE CS104 TRAIL PLAN & PROFILE CS500 SITE DETAILS CS501 SITE DETAILS CS502 SITE DETAILS LP101 LANDSCAPE PLAN LP501 LANDSCAPE DETAILS 11/09/22 w EXISTING ASPH A L T P A TH EXISTING ASPHALT PATH WETLAND A, 2021 WETLAND DELINEATION WETLAND C, 2021 WETLAND DELINEATION WETLAND B, 2021 WETLAND DELINEATION 1. BACKGROUND DATA SHOWN IN PLAN SET IS FROM SCHNEIDER GEOMATICS SURVEY DATA DATED 03/31/2020 & 09/06/2017, TREE DATA SURVEY PERFORMED BY V2, DATED 12/12/2021, AND WETLAND DELINEATION PERFORMED BY V3, DATED 12/14/2021. 2. ROW LINE SOUTH OF 116TH INTERPOLATED FROM PROPERTY RECORD DATA PROVIDED BY CCPR (08/01/2000) 3. HORIZONTAL AND VERTICAL COORDINATE INFORMATION SHOWN ON THIS EXHIBIT IS BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED UTILIZING TRIMBLE VRS NOW VIRTUAL REFERENCE NETWORK WITH BASE STATION IN_HAMC (NOBLESVILLE, IN). HORIZONTAL COORDINATE INFORMATION SHOWN HEREON IS REFERENCED TO THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) ADJUSTMENT AS DETERMINED BY NGS (NAD 83, 2011, EPOCH 2010.0000, US SURVEY FEET). VERTICAL COORDINATE INFORMATION SHOWN HEREON IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. EXISTING CONDITIONS PLAN PROJECT NORTH 0' 120'60' 30' SCALE: 1"=60' 13202 CS001 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 SHEET NOTES LEGEND N 11/09/22 w0+00 0+50 1+00 1+5 0 2+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5011+560 +0 0 0 +39 SEE SHEET CS102 SEE SHEET CS103 SEE SHEET CS104 A B C C EXISTING ASPH A L T P A TH EXISTING ASPHALT PATH WETLAND A, 2021 WETLAND DELINEATION WETLAND C, 2021 WETLAND DELINEATION WETLAND B, 2021 WETLAND DELINEATION 1. BACKGROUND DATA SHOWN IN PLAN SET IS FROM SCHNEIDER GEOMATICS SURVEY DATA DATED 03/31/2020 & 09/06/2017, TREE DATA SURVEY PERFORMED BY V2, DATED 12/12/2021, AND WETLAND DELINEATION PERFORMED BY V3, DATED 12/14/2021. 2. ROW LINE SOUTH OF 116TH INTERPOLATED FROM PROPERTY RECORD DATA PROVIDED BY CCPR (08/01/2000) 3. HORIZONTAL AND VERTICAL COORDINATE INFORMATION SHOWN ON THIS EXHIBIT IS BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED UTILIZING TRIMBLE VRS NOW VIRTUAL REFERENCE NETWORK WITH BASE STATION IN_HAMC (NOBLESVILLE, IN). HORIZONTAL COORDINATE INFORMATION SHOWN HEREON IS REFERENCED TO THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) ADJUSTMENT AS DETERMINED BY NGS (NAD 83, 2011, EPOCH 2010.0000, US SURVEY FEET). VERTICAL COORDINATE INFORMATION SHOWN HEREON IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 5. PRIVATE UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION. PROTECT ALL EXISTING UTILITIES THROUGHOUT DURATION OF CONSTRUCTION. FUTURE WEST TRAIL NODE POTENTIAL CONSTRUCTION STAGING AREA. TREE PROTECTION FENCING REQUIRED AT PERIMETER. AREA SHALL BE RESTORED TO PRAIRIE AFTER CONSTRUCTION, SEE LP101. PROTECT EXISTING GUARDRAILS DURING CONSTRUCTION. A B C EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED DRAINAGE SWALE PROJECT LIMITS 865 864 865 864 ASPHALT PAVEMENT CONCRETE PAVEMENT CONTROL JOINT ISOLATION (EXPANSION) JOINT DETECTABLE WARNING PLATES CONCRETE BOARDWALK OVERALL TRAIL PLAN PROJECT NORTH 0' 120'60' 30' SCALE: 1"=60' 13202 CS100 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 SHEET NOTES LEGEND N KEYED NOTES 1 CS500 2 CS500 3 CS500 4 CS500 11/09/22 w EXISTING ASPH A L T P A TH EXISTING ASPHALT PATH WETLAND C, 2021 WETLAND DELINEATION WETLAND B, 2021 WETLAND DELINEATION WETLAND A, 2021 WETLAND DELINEATION PR-A PR-B PR-A PR-A PR-A PROPOSED VEGETATE SWALE PR-A EXISTING STORMWATER MANAGEMENT POND 1. BACKGROUND DATA SHOWN IN PLAN SET IS FROM SCHNEIDER GEOMATICS SURVEY DATA DATED 03/31/2020 & 09/06/2017, TREE DATA SURVEY PERFORMED BY V2, DATED 12/12/2021, AND WETLAND DELINEATION PERFORMED BY V3, DATED 12/14/2021. PROPOSED SITE DRAINAGE MAP PROJECT NORTH 0' 120'60' 30' SCALE: 1"=60' 13202 CS100A SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 SHEET NOTESN LEGEND PR-A EXISTING DRAINAGE AREA TREATED BY FILTER STRIP IN PROPOSED CONDITION. 1.17 AC EXISTING DRAINAGE AREA TREATED BY FILTER STRIP AND VEGETATED SWALE IN PROPOSED CONDITION. 0.28 AC DRAINAGE OUTFALL PR-B STORMWATER DRAINAGE SUMMARY DRAINAGE AREA (AC) 2-YEAR (CFS) 10-YEAR (CFS) 100-YEAR (CFS) EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED PR-A 1.17 1.17 1.32 1.87 2.49 3.46 5.30 7.25 PR-B 0.28 0.28 0.58 0.48 1.09 0.85 2.32 1.77 DRAINAGE SUMMARY PROJECT AREA 1.45 AC SITE DISTURBANCE AREA 1.45 AC OFF-SITE AREA 0 AC ADDED IMPERVIOUS AREA 0.24 AC TOTAL ONSITE + OFFSITE 1.45 AC WATERSHED DISCHARGE AT 0.10 CFS/AC 0.145 CFS WATERSHED DISCHARGE AT 0.3 CFS/AC 0.435 CFS MODELED 2-YEAR DISCHARGE RATE 2.14 CFS MODELED 100-YEAR DISCHARGE RATE 8.57 CFS 11/09/22 A B D E F A MATCHLINE - SEE THIS SHEETG GG F 1. TREE SURVEY SHOWN ON THIS SHEET PERFORMED 12/10/2021 BY V3 2. TRAFFIC CONTROL TO BE COORDINATED AND IMPLEMENTED BY CONTRACTOR AT STREET AND DRIVEWAY CROSSINGS. EXISTING WETLAND DELINEATED 12/08/2021 EXISTING 10' ELECTRICAL EASEMENT PROTECT EXISTING SIGNAGE FUTURE WEST TRAIL NODE POTENTIAL CONSTRUCTION STAGING AREA. TREE PROTECTION FENCING REQUIRED AT PERIMETER. AREA SHALL BE RESTORED TO PRAIRIE AFTER CONSTRUCTION. RIGHT OF WAY SEDIMENT CONTROL TUBE IN FLOW LINE OF PROPOSED SWALE A B C D E F G SILT FENCE SEDIMENT CONTROL TUBE TREE PROTECTION REMOVE EXISTING PAVEMENT SAWCUT REMOVE EXISTING GRAVEL TREE REMOVAL EXISTING TREE (12/10/21 V3 TREE SURVEY) EROSION CONTROL BLANKET PROJECT LIMITS CONSTRUCTION ENTRANCE A C F A MATCHLINE - SEE THIS SHEETEROSION CONTROL & SITE PREP PLAN PROJECT NORTH 0' 120'60' 30' SCALE: 1"=60' 13202 CS101 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 SHEET NOTES LEGEND N KEYED NOTES 8 CS500 7 CS500 11 CS500 9 CS502 11/09/22 STORMWATER POLLUTION PREVENTION NOTES 13202 CS101A STORMWATER POLLUTION PREVENTION CHECKLIST A A1: PLAN INDEX: SEE COVER SHEET A2: 11"X17" EXHIBIT DENOTING BOUNDARIES AND STREETS AS APPLICABLE IS PROVIDED SEPARATELY IN STORMWATER MANAGEMENT REPORT. A3: PROJECT NARRATIVE DESCRIBING NATURE AND PURPOSE OF THE PROJECT: TRAIL EXTENSION CONNECTING SOUTH OF W 116TH STREET. A4: VICINITY MAP: DENOTED ON COVER SHEET OF DRAWING SET A5: LEGAL DESCRIPTION OF PROPERTY: SEE EXISTING CONDITIONS SHEETS A6: LOCATION OF ALL PROPOSED SITE ELEMENTS: SEE SHEET CS102 - CS104. A7: 14 DIGIT HYDROLOGIC UNIT CODE: 05120201090060 A8: STATE OR FEDERAL WATER QUALITY PERMITS: -401 WQC FROM IDEM A9: SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: SEE EXHIBITS INCLUDED IN SWMP A10: LOCATION OF ALL WETLANDS, LAKES & WATER COURSES ON AND ADJACENT TO SITE: SEE SHEETS CS100. A11: RECEIVING WATERS: WILLIAMS CREEK A12: IDENTIFICATION OF POTENTIAL DISCHARGES TO GROUNDWATER: NONE. A13: 100-YEAR FLOODPLAINS, FLOODWAYS AND FLOOD FRINGES: THE PROJECT SITE IS LOCATED OUTSIDE ANY MAPPED FLOODPLAINS, FLOODWAYS AND FLOOD FRINGES. A14: PRE-CONSTRUCTION & POST-CONSTRUCTION PEAK DISCHARGE: REFER TO STORMWATER MANAGEMENT REPORT. A15: ADJACENT LAND USE NORTH: RESIDENTIAL SOUTH: SCHOOL EAST: PARKS AND RECREATION WEST: RESIDENTIAL A16: LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE SITE PREPARATION SHEETS CS100. A17: IDENTIFICATION OF EXISTING VEGETATIVE COVER: SEE SHEETS CS101. A18: SOILS MAP INCLUDING DESCRIPTION AND LIMITATIONS: THIS SHEET. A19: LOCATIONS, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS: SEE SHEETS CS102-CS104. A20: LOCATIONS, SIZE AND DIMENSIONS OF ANY PROPOSED OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT: NONE A21: LOCATIONS OF SOIL STOCKPILES: SEE SHEETS CS100. A22: EXISTING TOPOGRAPHY: SEE SHEETS CS100. A23: PROPOSED FINAL TOPOGRAPHY: SEE SHEETS CS102 - CS104. STORMWATER POLLUTION PREVENTION CHECKLIST B B1: DESCRIPTION OF POTENTIAL POLLUTANTS SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: SILT AND SEDIMENT FROM EXPOSED SOILS, LEAVES, MULCH, VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID, BRAKE DUST, TRASH, DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH, FERTILIZERS, HERBICIDES, PESTICIDES, ACID RAIN, LIME DUST AND CONCRETE WASHOUT. B2: SEQUENCING OF STORMWATER QUALITY IMPLEMENTATION RELATIVE TO LAND DISTURBANCE ACTIVITIES: THIS PLAN HAS BEEN CREATED IN AN EFFORT TO ELIMINATE SEDIMENT FROM LEAVING THE PROJECT SITE DURING CONSTRUCTION PROTECTING THE ADJOINING PROPERTIES AND THE WILLIAMS CREEK WATERSHED. THE SITE DRAINS TO THE SOUTH TO AN EXISTING CULVERT ON 116TH, THEN ONTO A REGULATED DRAIN. WILLIAMS CREEK IS THE RECEIVING WATER BODY FOR THE SITE. B3: STABLE CONSTRUCTION ENTRANCE LOCATION(S) AND SPECIFICATIONS. SEE PLAN SHEETS CS101 FOR EROSION CONTROL AND CONSTRUCTION ENTRANCE LOCATIONS AND CS500-CS502 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS. ADDITIONAL TEXT AND INSTRUCTIONS CAN BE FOUND ON THIS SHEET. B4: SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: SILT FENCING. SEE PLAN SHEETS CS101 FOR LOCATIONS OF SEDIMENT CONTROL MEASURES AND SHEETS CS500-CS502 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS. ADDITIONAL INFORMATION CAN BE FOUND ON THIS SHEET. B5: SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: NONE ANTICIPATED. B6: CS500-CS502 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS. B7: RUNOFF CONTROL MEASURES: NOT APPLICABLE B8: STORMWATER OUTLET PROTECTION MEASURES: NOT APPLICABLE B9: GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: NOT APPLICABLE. B10: LOCATION, DIMENSION, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR EACH STORMWATER QUALITY MEASURE: SEE PLAN SHEETS CS102-CS104 AND SHEET CS500-CS502 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS. B11: TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: SEE SHEET CS101. B12: PERMANENT SURFACE STABILIZATION SPECIFICATIONS: SEE PLAN SHEETS LP101 FOR LOCATIONS OF PERMANENT SURFACE STABILIZATION MEASURES AND SHEET LP501 FOR CONSTRUCTION DETAILS AND SPECIFICATIONS. B13: MATERIAL HANDLING AND SPILL PREVENTION PLAN: PURPOSE: THE INTENTION OF THIS SPILL PREVENTION, CONTROL AN COUNTERMEASURES (SPCC) IS TO ESTABLISH THE PROCEDURES AND EQUIPMENT REQUIRED TO PREVENT THE DISCHARGE OF OIL AND HAZARDOUS SUBSTANCES IN QUANTITIES THAT VIOLATE APPLICABLE WATER QUALITY STANDARDS, CAUSE A SHEEN UPON OR DISCOLORATION OF THE SURFACE OF NAVIGABLE WATERS ADJOINING SHORELINE, OR CAUSE SLUDGE OR EMULSION TO BE DEPOSITED BENEATH THE SURFACE OF THE WATER OR ADJACENT SHORELINES. THE PLAN ALSO ESTABLISHES THE ACTIVITIES REQUIRED TO MITIGATE SUCH DISCHARGES (I.E., COUNTERMEASURES) SHOULD THEY OCCUR. DEFINITIONS: POLLUTANT: MEANS POLLUTANT OF ANY KIND OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO SEDIMENT, PAINT, CLEANING AGENTS, CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH, HYDRAULIC FLUIDS, FUEL, OIL, PETROLEUM, FUEL OIL, SLUDGE, OIL REFUSE, AND OIL MIXED WITH WASTES OTHER THAN DREDGED SOIL. DISCHARGE: INCLUDES BUT IS NOT LIMITED TO, ANY SPILLING, LEAKING, PUMPING, POURING, EMITTING, EMPTYING, OR DUMPING. NAVIGABLE WATERS: MEANS ALL WATERS OF THE UNITED STATES THAT ARE CONNECTED WITH A NAVIGABLE STREAM, LAKE OR SEA. [NOTE: THIS DEFINITION IS USUALLY INTERPRETED TO MEAN ANY STORMWATER (EVEN NORMAL DRY WASH OR STORM SEWER) THAT EVENTUALLY DRAINS INTO A NAVIGABLE STREAM]. PLAN REVIEW AMENDMENTS: THIS PLAN SHALL BE REVIEWED AND/OR AMENDED, IF NECESSARY, WHENEVER THERE IS A CHANGE IN THE DESIGN OF THE SITE, CONSTRUCTION, OPERATION OR MAINTENANCE WHICH MATERIALLY AFFECTS THE SITE'S POTENTIAL FOR THE DISCHARGE OF REGULATED MATERIALS. PREDICTION OF POTENTIAL SPILLS: 1. NEAREST NAVIGABLE WATER: WILLIAMS CREEK 2. DRAINAGE SYSTEM: THE SITE WILL DRAIN SOUTH TO THE EXISTING CULVERT ON 116TH STREET, WHICH FLOWS TO A REGULATED DRAIN. THE REGULATED DRAIN FLOWS TO WILLIAMS CREEK. 3. POSSIBLE SPILL SOURCES: VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID, GREASE, ANTIFREEZE, CONSTRUCTION TRASH, DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH AND DEBRIS, AND FERTILIZERS. 4. GROUNDWATER CONTAMINATION: THERE WILL BE NO ABOVE GROUND OR UNDER GROUND STORAGE TANK OR FACILITIES AT THE SITE. THE FACILITY WILL UTILIZE DOMESTIC WATER AND SANITARY SEWER. ALERT PROCEDURES FOR SPILLS: 1. ANY PERSONNEL OBSERVING A SPILL WILL IMMEDIATELY NOTIFY THE APPROPRIATE EMERGENCY PERSONNEL. 2. THE EMERGENCY COORDINATOR WILL THEN TAKE THE FOLLOWING ACTIONS: 2.1. BARRICADE THE AREA ALLOWING NO VEHICLES TO ENTER OR LEAVE THE SPILL ZONE. 2.2. NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM), OFFICE OF EMERGENCY RESPONSE BY CALLING THE TELEPHONE NUMBER: OFFICE: 317-233-7745 TOLL-FREE: 800-233-7745 ALSO CALL THE NATIONAL RESPONSE CENTER AT 800-424-8802 AND PROVIDE THE FOLLOWING INFORMATION: ·TIME OF OBSERVATION OF THE SPILL ·LOCATION OF THE SPILL ·IDENTITY OF THE MATERIAL SPILLED ·PROBABLE TIME OF THE SPILL ·VOLUME OF THE SPILL AND DURATION ·PRESENT AND ANTICIPATED MOVEMENT OF THE SPILL ·WEATHER CONDITIONS ·PERSONNEL AT THE SCENE ·ACTION INITIATED BY PERSONNEL 2.3 NOTIFY THE FIRE DEPARTMENT: 911 2.4 NOTIFY THE POLICE DEPARTMENT: 911 2.5 NOTIFY WASTER RECOVERY CONTRACTOR, MAINTENANCE PERSONNEL OR OTHER CONTRACTUAL PERSONNEL AS NECESSARY FOR CLEANUP. 2.6 COORDINATE AND MONITOR CLEANUP UNTIL THE SITUATION HAS BEEN STABILIZED AND ALL SPILLS HAVE BEEN ELIMINATED. 2.7 COOPERATE WITH THE IDEM-OER ON PROCEDURES AND REPORTS INVOLVED WITH THE EVENT. CLEANUP PARAMETERS: 1. THE DEVELOPER/CONTACTOR SHALL BE CONTINUALLY KEPT INFORMED AND MAINTAIN LISTS OF QUALIFIED CONTRACTORS AND AVAILABLE VAC-TRCUKS, TANK PUMPERS AND OTHER EQUIPMENT READILY ACCESSIBLE FOR CLEANUP OPERATIONS. IN ADDITION, A CONTINUALLY UPDATED LIST OF AVAILABLE ABSORBENT MATERIALS AND CLEANUP SUPPLIES SHOULD BE KEPT ON SITE. 2. ALL MAINTENANCE PERSONNEL WILL BE MADE AWARE OF TECHNIQUES FOR PREVENTIONS OF SPILLS. THEY WILL BE INFORMED OF THE REQUIREMENTS AND PROCEDURES OUTLINED IN THIS PLAN. THEY WILL BE KEPT ABREAST OF CURRENT DEVELOPMENTS OR NEW INFORMATION ON THE PREVENTION OF SPILLS AND/OR NECESSARY ALTERATIONS TO THIS PLAN. 3. WHEN SPILLS OCCUR WHICH COULD ENDANGER HUMAN LIFE AND THIS BECOMES PRIMARY CONCERN, THE DISCHARGE OF THE LIFE SAVING PROTECTION FUNCTION WILL BE CARRIED OUT BY THE LOCAL POLICE AND FIRE DEPARTMENTS. 4. ABSORBENT MATERIALS, WHICH ARE USED IN CLEANING UP SPILLED MATERIALS, WILL BE DISPOSED OF IN A MANNER SUBJECT TO THE APPROVAL OF INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 5. FLUSHING OF SPILLING MATERIALS WITH WATER WILL NOT BE PERMITTED UNLESS SO AUTHORIZED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. B14: MONITORING AND MAINTENANCE GUIDELINES FOR POLLUTION PREVENTION MEASURES. SILT FENCE (SEDIMENT FENCE) 1. REQUIREMENTS: LIMIT WATERSHED AREA TO 1/4 ACRE PER 100 FT. OF FENCE, FURTHER RESTRICTED BY SLOPE STEEPNESS. 2. LOCATION: FENCE NEARLY LEVEL, APPROXIMATELY FOLLOWING THE LAND CONTOUR, AND AT LEAST 10 FT. FROM TOE OF SLOPE TO PROVIDE A BROAD, SHALLOW SEDIMENT POOL. INSTALLATION REQUIREMENTS: 1. TRENCH: 8 INCH MINIMUM DEPTH, FLAT-BOTTOM OR V-SHAPED, FILLED WITH COMPACTED SOIL OR GRAVEL TO BURY LOWER PORTION OF SUPPORT WIRE AND/OR FENCE FABRIC. 2. SUPPORT POSTS: 1-1/4" X 1-1/4" HARDWOOD POSTS SET AT LEAST 1 FOOT DEEP. 3. SPACING OF POSTS: 8 FOOT MAXIMUM IF FENCE SUPPORTED BY WIRE, 6 FOOT FOR EXTRA-STRENGTH FABRIC WITHOUT WIRE BACKING. 4. FENCE HEIGHT: HIGH ENOUGH SO DEPTH OF IMPOUNDED WATER FOES NOT EXCEED 1-1/2 FOOT AT ANY POINT ALONG THE FENCE. 5. SUPPORT WIRE (OPTIONAL): 14 GAUGE, 6 INCH MESH WIRE FENCE (NEEDED IF USING STANDARD-STRENGTH FABRIC). 6. FENCE FABRIC: WOVEN OR NON-WOVEN GEOTEXTILE FABRIC WITH SPECIFIED FILTERING EFFICIENCY AND TENSILE STRENGTH AND CONTAINING UV INHIBITORS AND STABILZERS TO ENSURE 6-MONTH. MINIMUM LIFE AT TEMPERATURES 0-120 DEGREES FAHRENHEIT. MAINTENANCE: 1. INSPECT THE SILT FENCE WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. 2. IF THE FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND STABILIZE. EROSION CONTROL BLANKET 1. MATERIAL: AS SPECIFIED ON PLANS OR APPROVED EQUAL. 2. ANCHORING: PER MANUFACTURER'S RECOMMENDATIONS FOR INTENDED USE OR PER PLAN SPECIFICATIONS. INSTALLATION REQUIREMENTS: 1. SELECT THE TYPE AND WEIGHT OF EROSION CONTROL BLANKET AS DIRECTED ON PLANS. 2. GRADE THE SITE AS SPECIFIED IN CONSTRUCTION PLANS. 3. ADD TOPSOIL WHERE APPROPRIATE. 4. PREPARE THE SEEDBED, FERTILIZE (AND LIME, IF NEEDED), AND SEED THE AREA IMMEDIATELY AFTER GRADING. 5. FOLLOWING MANUFACTURER'S INSTRUCTIONS, LAY THE BLANKETS ON THE SEEDED AREA SUCH THAT THE ARE IN CONTINUOUS CONTACT WITH THE SOIL AND THAT THE UPSLOPE OR UPSTREAM ONES OVERLAP THE LOWER ONES BY AT LEAST 8 INCHES. 6. TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SILT TRENCH), BACKFILL WITH SOIL, AND TAMP DOWN. 7. ANCHOR THE BLANKETS AS SPECIFIED BY THE MANUFACTURER OR AS SPECIFIED IN THE PLANS. MAINTENANCE: 1. INSPECT EROSION CONTROL BLANKET WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. IF ANY AREAS SHOW EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, RE-SEED THE AREA AND RELAY AND STAPLE THE BLANKET. 2. AFTER VEGETATIVE ESTABLISHMENT CHECK THE TREATED AREA PERIODICALLY. INLET PROTECTION: NOT APPLICABLE 1. INSTALL INLET PROTECTION AT ALL EXISTING AND PROPOSED STORM SEWER INLETS INSTALLATION REQUIREMENTS: 1. INSTALL PER CONSTRUCTION AND MANUFACTURER DETAILS. ENSURE INLET PROTECTION IS PROPERLY AND SECURELY INSTALLED TO CAPTURE SEDIMENT SO THAT SEDIMENT DOES NOT BYPASS THE INLET PROTECTION MEASURE. MAINTENANCE: 1. INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE DAILY. 2. IF FABRIC TEARS OR DEVICE BECOMES DAMAGED, REPAIR OR REPLACE IT IMMEDIATELY. 3. REMOVE SEDIMENT ACCUMULATIONS WHEN INLET PROTECTION IS MORE THAN HALF FULL OR SOONER AS NECESSARY TO MAINTAIN PROPER DRAINAGE FUNCTION. TEMPORARY CONSTRUCTION ENTRANCE/EXIT PAD REQUIREMENTS: 1. THE CONSTRUCTION ENTRANCE SHALL BE LOCATED OFF OF 116TH STREET. IF MUDDY CONDITIONS RESULT IN TRACKING ON ROAD, CLEAN UP IMMEDIATELY. 2. MATERIAL FOR GRAVEL CONSTRUCTION ENTRANCE: 2-3 INCHES OF WASHED STONE (INDOT CA #2) OVER A STABLE FOUNDATION. THICKNESS: 8-INCH MINIMUM. 3. WIDTH: 24 FEET MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT ROADWAY, WHICHEVER IS GREATER. 4. LENGTH: 150 FEET MINIMUM. 5. GEOTEXTILE FABRIC UNDERLINER: MAY BE USED UNDER WET CONDITIONS OR WITH SOILS WITH A HIGH SEASONAL WATER TABLE TO PROVIDE GREATER BEARING STRENGTH. INSTALLATION REQUIREMENTS: 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. GRADE AND CROWN FOR POSITIVE DRAINAGE. 3. IF SLOPE TOWARDS THE ROAD EXCEEDS 2%, CONSTRUCT A 6-8 INCH HIGH WATER BAR (RIDGE) WITH 3:1 SIDE SLOPES ACROSS THE DRIVE AREA ABOUT 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD INTO PROTECTED SEDIMENT BASINS. 4. INSTALL PIPE UNDER THE DRIVE IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 5. PLACE GEOTEXTILE FABRIC ON THE GROUND FOUNDATION PRIOR TO STONE PLACEMENT TO IMPROVE STABILITY. 6. PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION CONTROL PLAN, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE DRIVE TO A SEDIMENT TRAP OR BASIN. MAINTENANCE: 1. INSPECT ENTRANCE DRIVE AND SEDIMENT DISPOSAL AREA DAILY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE DRIVE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR AND BROKEN ROAD PAVEMENT IMMEDIATELY. RIPRAP REQUIREMENTS: 1. ROCK: PER SECTION 334100. 2. GRADATION: WELL-GRADED STONE, 50% (BY WEIGHT) SHOULD BE LESS THAN 3 INCHES. 3. FILTER: USE GEOTEXTILE FABRIC FOR STABILIZATION AND FILTRATION OR SAND/GRAVEL LAYER PLACED UNDER ALL PERMANENT RIPRAP INSTALLATIONS. 4. SLOPE: 2:1 OR FLATTER, UNLESS APPROVED IN THE EROSION AND SEDIMENT CONTROL PLAN. 5. MINIMUM THICKNESS: THREE TIMES THE SPECIFIED D50 STONE DIAMETER. INSTALLATION REQUIREMENTS: SUBGRADE PREPARATION: 1. REMOVE BRUSH, TREES, STUMPS, AND OTHER DEBRIS. 2. EXCAVATE ONLY DEEP ENOUGH FOR BOTH FILTER AND RIPRAP; OVER-EXCAVATION INCREASES THE AMOUNT OF SPOIL CONSIDERABLY. 3. COMPACT ANY FILL MATERIAL TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. 4. CUT A KEYWAY IN STABLE MATERIAL AT THE BASE OF THE SLOPE TO REINFORCE THE TOE; KEYWAY DEPTH SHOPULD BE 1.5 TIMES THE DESIGN THICKNESS OF THE RIPRAP AND SHOULD EXTEND A HORIZONTAL DISTANCE EQUAL TO THE DESIGN THICKNESS. 5. SMOOTH THE GRADED FOUNDATION. FILTER PLACEMENT: 1. IF USING GEOTEXTILE FABRIC, PLACE IT ON THE SMOOTHED FOUNDATION, OVERLAP THE EDGES AT LEAST 12 INCHES, AND SECURE WITH ANCHOR PINS SPACED EVERY 3 FOOT ALONG THE OVERLAP. 2. IF USING A SAND/GRAVEL FILTER, SPREAD THE WELL-GRADED AGGREGATE IN A UNIFORM LAYER TO THE REQUIRED THICKNESS (6 INCH MAXIMUM); IF TWO OR ORE LAYERS ARE SPECIFIED, PLACE THE LAYER OF SMALLER GRADATION FIRST, AND AVOID MIXING THE LAYERS. RIPRAP PLACEMENT: 1. IMMEDIATELY AFTER INSTALLING THE FILTER, ADD THE RIPRAP TO THE FULL THICKNESS IN ONE OPERATION. (DO NOT DUMP THROUGH CHUTES OR USE ANY METHOD THAT CAUSES SEGREGATION OF ROCK SIZES OR THAT WILL DISLODGE OR DAMAGE THE UNDERLYING FILTER MATERIAL). 2. IF FABRIC IS DAMAGED, REMOVE THE RIPRAP AND REPAIR BY ADDING ANOTHER LAYER OF FABRIC, OVERLAPPING THE DAMAGED AREA BY 12 INCHES. 3. PLACE SMALLER ROCK IN VOIDS TO FORM A DENSE, UNIFORM, WELL-GRADED MASS. (SELECTIVE LOADING AT THE QUARRY AND SOME HAND PLACEMENT MAY BE NEEDED TO ENSURE AN EVEN DISTRIBUTION OF ROCK MATERIAL). 4. BLEND THE ROCK SURFACE SMOOTHLY WITH THE SURROUNDING AREA TO ELIMINATE PROTRUSIONS OR OVERFALLS. MAINTENANCE: 1. INSPECT PERIODICALLY FOR DISPLACED ROCK MATERIALS, SLUMPING, AND EROSION AT EDGES, ESPECIALLY DOWNSTREAM OR DOWNSLOPE. (PROPERLY DESIGNED AND INSTALLED RIPRAP USUALLY REQUIRES VERY LITTLE MAINTENANCE IF PROMPTLY REPAIRED). B15: EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS: NOT APPLICABLE. STORMWATER POLLUTION PREVENTION CHECKLIST C C1: DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: SILT AND SEDIMENT FROM EXPOSED SOILS, LEAVES, MULCH, VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID, BRAKE DUST, GREASE, ANTIFREEZE, METALS, RUBBER FRAGMENTS, ROAD GRIT, SALTS AND SANDS, CONSTRUCTION TRASH AND DEBRIS, FERTILIZERS, HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO CLEANING AGENTS, CHEMICALS, PAINT, MISCELLANEOUS HOME IMPROVEMENT MATERIALS, TOYS, CLOTHING AND ANIMAL WASTE, ELEVATED STORM RUNOFF TEMPERATURES, ACID RAIN, PESTICIDES AND PATHOGENS. C2: SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION. 1. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE STORMWATER POLLUTION PREVENTION MEASURES MAINTENANCE REQUIREMENTS BEGINNING IMMEDIATELY AFTER INSTALLATION AND CONTINUING UNTIL VEGETATION HAS BEEN SUFFICIENTLY ESTABLISHED AND ALL CONSTRUCTION ACTIVITY IS COMPLETE. 2. REMOVE ALL INDIVIDUAL INLET PROTECTION AND COIR LOG CHECK DAMS, SILT FENCES, ETC. ONLY AFTER SEEDING AND SUFFICIENT VEGETATIVE GROWTH HAS BEEN ESTABLISHED IN EACH AREA TO A POINT WHERE SEDIMENT/POLLUTANTS WILL NOT ENTER THE DOWNSTREAM DITCH AND CREEK SYSTEM. 3. IT IS RECOMMENDED THAT ANY PROPOSED WETLAND AREA AND PLANTINGS (IF ANY) BE CONSTRUCTED/PLACED AFTER FINAL GRADING AND SUFFICIENT VEGETATIVE GROWTH HAS BEEN ESTABLISHED TO A POINT WHERE SEDIMENT/POLLUTANTS WILL NOT ENTER THE WETLANDS. C3: DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER QUALITY MEASURES: SITE AND FACILITY DESIGN FOR STORMWATER QUALITY PROTECTING ON THIS EMPLOYS A MULTI-LEVEL STRATEGY CONSISTING OF: 1. CONTROLLING SOURCES OF POLLUTANTS 2. TREATING CONTAMINATED STORMWATER RUNOFF BEFORE DISCHARGING IT INTO THE ADJACENT REGULATED DRAIN. STORMWATER QUALITY MEASURES FOR REDUCING, ELIMINATING OR CONTROLLING POLLUTANTS (SOURCE CONTROLS) INCLUDE: 1. VEGETATE FILTER STRIP 2. VEGETATED SWALES IT IS THE INTENT OF THIS PLAN THAT THE IMPLEMENTATION OF THE ABOVE DESCRIED STORMWATER QUALITY MEASURES BE EXECUTED IN ACCORDANCE OF RULE 5 STORMWATER QUALITY. C4: LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF STORMWATER QUALITY MEASURES: SEE PLAN SHEETS CS102 THROUGH CS104. C5: DESCRIPTION OF MAINTENANCE GUIDELINES AND PROPOSED WATER QUALITY MEASURES: SEE ATTACHED BMP OPERATIONS AND MAINTENANCE MANUAL. SOILS MAP WEST PARK: PROJECT SOILS MAP FLOOD MAP MAP ABOVE PER FEMA FIRMETTE #18057C0205G, EFFECTIVE ON 11/19/2014 · PROJECT OUTSIDE OF FLOOD HAZARDS BR: BROOKSTON SILTY CLAY LOAM, 0 TO 2 PERCENT SLOPES CrA: CROSBY SILT LOAM, FINE-LOAMY SUBSOIL, 0 TO 2 PERCENT SLOPES PROJECT LOCATION SEDIMENT CONTROL TUBE INSTALLATION REQUIREMENTS: 1. SECURE SEDIMENT CONTROL TUBE FIRMLY IN PLACE WITH STAKES. WHEN SEDIMENT CONTROL TUBE IS USED ON A PAVED SURFACE CONCRETE BLOCKS SHALL BE USED TO SECURE SEDIMENT CONTROL TUBE IN PLACE OF STAKING. MAINTENANCE: 1. INSPECT SEDIMENT CONTROL TUBE WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. 2. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT CONTROL TUBE WHEN IT HAS REACHED A HEIGHT EQUAL TO HALF OF THE TUBE HEIGHT. 3. MAINTAIN AND REPLACE DAMAGED OR DEGRADED SEDIMENT CONTROL TUBE THROUGHOUT CONSTRUCTION. SMALL HOLES OR NARROW RIPS LESS THAN 12" LONG MAY BE STITCHED CLOSED USING PLASTIC ZIP TIES. LARGER RIPS SHALL BE FIXED PER THE REPAIR DETAIL. HEAVILY DAMAGED SECTIONS SHALL BE REPLACED ENTIRELY. MAINTAIN 2' MINIMUM OVERLAP AT EACH END. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE TUBE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND STABILIZE. CONCRETE WASHOUT INSTALLATION REQUIREMENTS: 1. INSTALL PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. PLACE SIGNAGE AT WASHOUT AREA AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE LOCATION OF CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. IF CONCRETE WASHING FACILITY NEEDS TO BE RELOCATED TO ACCOMMODATE CONSTRUCTION OPERATIONS, OBTAIN APPROVAL FROM CITY OF CARMEL PRIOR TO RELOCATING. IN NO CASE SHALL IT BE LOCATED CLOSER THAN 50 FEET TO ANY STORM DRAIN, OPEN DITCH, WATER BODY OR WETLAND. MAINTENANCE: 1. INSPECT CONCRETE WASHOUT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. 2. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 3. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE RESTORED AND FULLY STABILIZED. SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 11/09/22 905 905 902903903 903903 903 904 904 904 904 904 9049039 04 9 0 4 904 904903 904904.48 M.E.± 904.45 M.E.± 904.47 M.E.±904.41 M.E.± 904.47 M.E.± 904.57 M.E.± 905 MATCHLINE: SEE SHEET CS103RCP FLARED END SECTION 12" S INV: 902.75 21 LF - 12" RCP @ 0.56%RCP FLARED END SECTION 12" N INV: 902.87 B D E E F C 2 CS502 0+00 0+50 1+00 1+ 5 0 2+002+50 3+00 3+50 4+00 PI: 0+83.03 PI: 1+11.24 PC: 0+21.52 PC: 1+18.92 PC: 2+48.23PC: 3+25.97PT: 0+52.95 PT: 1+93.83PT: 3+17.57PT: 3+96.24F H START TRAIL STA: 0+10.13 OFF: 0.00' N: 1714924.08 E: 174093.46 G ELEVATION885 890 895 900 905 910 915 920 925 930 EGFGEX ROADWAY EXISITNG TRAIL CONNECTION -0+15 0+00 904.50904.500+50 903.26902.881+00 904.74904.741+50 904.44903.482+00 905.32902.962+50 904.89903.133+00 904.20903.943+50903.99903.87-0.91% 3.55%2.80%-3.58%-1.26% -1.34%1.64%2. -2.48% -4.50%1.77% -1.38% GRADE BREAK STA = 0+00.00ELEV = 904.503GRADE BREAK STA = 0+10.13ELEV = 904.411GRADE BREAK STA = 0+20.72ELEV = 904.149GRADE BREAK STA = 0+86.10ELEV = 904.547GRADE BREAK STA = 0+96.93ELEV = 904.850GRADE BREAK STA = 1+09.00ELEV = 904.418GRADE BREAK STA = 1+32.26ELEV = 904.125GRADE BREAK STA = 2+08.37ELEV = 905.470GRADE BREAK STA = 3+06.73ELEV = 904.111GRADE BREAK STA = 3+34.70ELEV = 903.737GRADE BREAK STA = 3+77.56ELEV = 904.440LOW PT STA: 0+45.09 LOW PT ELEV: 903.15' PVI STA: 0+44.62 PVI ELEV: 903.07' K: 1.00 LVC: 8.05'BVCS: 0+40.59BVCE: 903.25'EVCS: 0+48.65EVCE: 903.22'BVCS: 0+40.59BVCE: 903.25'EVCS: 0+48.65EVCE: 903.22'12" RCP CULVERT PROPOSED GRADE AT CENTERLINE OF TRAIL EXISTING GRADE AT CENTERLINE OF TRAIL 1. TREE SURVEY SHOWN ON THIS SHEET PERFORMED 12/10/2021 BY V3. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED 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 WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 3. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 4. 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 WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 5. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE DONE BY THE DEVELOPER. ASPHALT PAVEMENT CONCRETE PAVEMENT CONTROL JOINT ISOLATION (EXPANSION) JOINT DETECTABLE WARNING PLATES CONCRETE BOARDWALK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED DRAINAGE SWALE PROJECT LIMITS 865 864 865 864ELEVATIONSTATION 895 900 905 910 895 900 905 910 EGFG0+05902.750+35903.10902.8721 LF - 12" @ 0.56% FLARED END SECTION 12" N INV: 902.87 FLARED END SECTION 12" S INV: 902.75 PRECAST CONCRETE BOARDWALK EXISTING WETLAND DELINEATED 12/08/2021 PROPOSED DRAINAGE SWALE A B 1 CS501 C TRAIL PLAN & PROFILE PROJECT NORTH 0' 40'20' 10' SCALE: 1"=20' 13202 CS102 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 SHEET NOTES LEGEND N KEYED NOTES HORIZ SCALE: 1" = 20'2 TRAIL PROFILE: STA. 0+00 TO 4+25 VERT SCALE: 1" = 10' SCALE: 1" = 20' TRAIL PLAN: STA. 0+00 TO 4+251 1 CS500 2 CS500 3 CS500 4 CS500 1 CS502 FUTURE WEST TRAIL NODE TRAIL ROADWAY CROSSING SIGNAGE TO BE COORDINATED AND FURNISHED BY OWNER PLACE COMPACTED AGGREGATE ON BOTH SIDES OF ASPHALT TRAIL TO REPLACE REMOVED SECTION OF EXISTING DRIVEWAY STORM SEWER CULVERT DESIGNED TO ALLOW DRAINAGE TO FLOW TO EITHER SIDE OF PROPOSED TRAIL. THIS AREA IS INHERENTLY LOW AND ADDRESSING THE DRAINAGE IS NOT PART OF THIS PROJECT. SEE PROFILE THIS SHEET. SLOPE DITCH TO DRAIN TO EXISTING CULVERT D E F G H HORIZ SCALE: 1" = 20'3 CULVERT PROFILE VERT SCALE: 1" = 10' 11/09/22 STATION EX DRIVEWAY EXISTING WETLAND 4+00 904.65904.514+50 903.47903.125+00 903.43902.915+50 903.39903.006+00 902.99902.786+50 902.26902.077+00 901.89900.937+50 901.62899.988+00901.62899.562.41% -1.51%-0.73% -4.76%-0.08% -4.28% 0.00%GRADE BREAK STA = 3+77.56ELEV = 904.440GRADE BREAK STA = 3+95.43ELEV = 904.871GRADE BREAK STA = 4+07.98ELEV = 904.274GRADE BREAK STA = 4+26.42ELEV = 903.484GRADE BREAK STA = 5+74.79ELEV = 903.370GRADE BREAK STA = 6+47.40ELEV = 902.277GRADE BREAK STA = 7+37.00ELEV = 901.625START OF PRECAST BOARDWALK FACE OF ABUTMENT STA: 7+37.00 ELEV: 901.62 PROPOSED GRADE AT CENTERLINE OF TRAIL EXISTING GRADE AT CENTERLINE OF TRAIL BOTTOM ELEVATION OF PRECAST CONCRETE BEAM TO SUPPORT BOARDWALK 900 900 900 900 901 901 901902 902 902 9 03 903 903 903 9 03 9031.7%1.5%1.5%903903 902 9 0 1 9 00 901.59 901.67 MATCHLINE: SEE SHEET CS102MATCHLINE: SEE SHEET CS104A R455'10'R405'R505'B C 4+505+00 5+50 6+006+507+007+508+00 8+50 PC: 4+39.10 PC: 5+87.96 PC: 7+63.88 PT: 5+58.39 PT: 7+36.93 PT: 8+83.371. TREE SURVEY SHOWN ON THIS SHEET PERFORMED 12/10/2021 BY V3. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED 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 WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 3. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 4. 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 WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 5. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE DONE BY THE DEVELOPER. PRECAST CONCRETE BOARDWALK EXISTING WETLAND DELINEATED 12/08/2021 PROPOSED DRAINAGE SWALE A B 1 CS501 C ASPHALT PAVEMENT CONCRETE PAVEMENT CONTROL JOINT ISOLATION (EXPANSION) JOINT DETECTABLE WARNING PLATES CONCRETE BOARDWALK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED DRAINAGE SWALE PROJECT LIMITS 865 864 865 864 SHEET NOTES LEGEND KEYED NOTES TRAIL PLAN & PROFILE PROJECT NORTH 0' 40'20' 10' SCALE: 1" = 20' 13202 CS103 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 N HORIZ SCALE: 1" = 20'2 TRAIL PROFILE: STA. 4+25 TO 8+75 VERT SCALE: 1" = 10' SCALE: 1" = 20' TRAIL PLAN: STA. 4+25 TO 8+751 1 CS500 2 CS500 3 CS500 4 CS500 6 CS500 1 CS502 11/09/22 900 900 9 0 0 900897 897 898 898 898 898 899 8 99899 8999019 0 1 897.95 M.E.± 898.24 M.E.± 898.20 M.E.± 897.90 M.E.±9019009 02 901 899 901 900 9 00 9 01 900 900 901898.41 M.E.± 898.44 M.E.± 898.69898.66 899.28 899.43 900.47 900.37900.65 900.50 900.82 900.72 900.54 900.38 900.50 902.33 M.E.±902.23 M.E.± 899.34 M.E.± 899.36 M.E.± 901.17 M.E.± 901.50 M.E.± 899.94 899.87 901.17 M.E.± 901.32 M.E.±901.61 901.64 MATCHLINE: SEE SHEET CS104A B R305'D R 7 0'R100'R40'10'10'1 0 ' F E G H DR45' 2 CS50211+569+009+5010+0010+5011+0011+50PI: 11+46.14 PC: 9+45.59PC: 10+77.98PT: 8+83.37PT: 10+29.01PT: 11+44.552 CS50210'E 885 890 895 900 905 910 915 920 925 930 8+50 901.62899.369+00901.62899.509+50 901.41899.8710+00 900.71900.3810+50 900.16900.0011+00 900.26899.6611+50 901.33901.3411+75 0.10%2.08% 2.74%1.48%-1.40%GRADE BREAK STA = 9+35.00ELEV = 901.625GRADE BREAK STA = 10+40.06ELEV = 900.154GRADE BREAK STA = 10+97.62ELEV = 900.212GRADE BREAK STA = 11+36.50ELEV = 901.020GRADE BREAK STA = 11+45.53ELEV = 901.267GRADE BREAK STA = 11+56.14ELEV = 901.424END OF PRECAST BOARDWALK FACE OF ABUTMENT STA: 9+31.00 ELEV: 901.62 EXISTING PARK ENTRANCE DRIVE EXISTING WETLAND PROPOSED GRADE AT CENTERLINE OF TRAIL EXISTING GRADE AT CENTERLINE OF TRAIL BOTTOM ELEVATION OF PRECAST CONCRETE BEAM TO SUPPORT BOARDWALK 1. TREE SURVEY SHOWN ON THIS SHEET PERFORMED 12/10/2021 BY V3. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED 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 WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 3. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 4. 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 WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 5. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE DONE BY THE DEVELOPER. PRECAST CONCRETE BOARDWALK EXISTING WETLAND DELINEATED 12/08/2021 PROPOSED DRAINAGE SWALE A B 1 CS501 C ASPHALT PAVEMENT CONCRETE PAVEMENT CONTROL JOINT ISOLATION (EXPANSION) JOINT DETECTABLE WARNING PLATES CONCRETE BOARDWALK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED DRAINAGE SWALE PROJECT LIMITS 865 864 865 864 TRAIL PLAN & PROFILE PROJECT NORTH 0' 40'20' 10' SCALE: 1" = 20' 13202 CS104 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 SHEET NOTES LEGEND N KEYED NOTES HORIZ SCALE: 1" = 20'2 TRAIL PROFILE: STA. 8+75 TO 11+50 VERT SCALE: 1" = 10' SCALE: 1" = 20' TRAIL PLAN: STA. 8+75 TO 11+501 1 CS500 2 CS500 3 CS500 4 CS500 6 CS500 D TRAIL ROADWAY CROSSING SIGNAGE LIMESTONE BENCH PROPOSED CENTERLINE OF TRAIL EXISTING SIGN TO REMAIN TRAIL SIGNAGE, BY OWNER E 9 CS500 R 100'R312'F G H 10 CS500 1 CS502 11/09/22 6"2.5"112"1 WEARING COURSE LEVELING COURSE INDOT DENSE GRADE SUBBASE NO. 53 GEOGRID, TYPE IB COMPACTED SUBGRADE 2 3 4 5 3 2 1 4 5 5"4"3" MEDIUM BROOM FINISH 6"X6"WWF W2.9 AT MIDPOINT OF PAVEMENT ADJACENT GRADE INDOT DENSE GRADE SUBBASE NO. 53 COMPACTED SUBGRADE 1 3 4 5 1 2 3 4 5 2 6" 1/4" TOOLED CONTROL JOINT TO 1/3 DEPTH OF PAVEMENT CONCRETE PAVEMENT 1 2 1 2 1 CONCRETE PAVEMENT TOOLED CONCRETE EDGE, 18" RADIUS EXPANSION JOINT MATERIAL TO FULL DEPTH 2 2 1 2 CS500 3 3 1 2" NOTE: EXPANSION JOINTS SHALL BE LOCATED WHERE CONCRETE PAVEMENT ADJOINS BUILDING FACE AND WALLS WITH FROST FOOTINGS AND ALL FIXED OBJECTS. FINISH GRADE 2'-0" TURF SHOULDER, 5% MAX SLOPE 2'-0" TURF SHOULDER, 5% MAX SLOPE 10' TRAIL, MATERIAL VARIES 1.5% CROSS SLOPE CONCRETE PAVEMENT REPLACEABLE CAST-IN-PLACE TACTILE WARNING SURFACE, 2X2 PANEL. INSTALL PER MANUFACTURER INSTRUCTIONS. PLATES SHALL BE LOCATED 2" MAXIMUM FROM BACK OF CURB OR EDGE OF ROADWAY. SEE PLANS FOR ADJACENT PAVEMENT TYPES 1 2 3 32 1 2" MIN.2'-0" 3 2" MIN. DRIP LINE TREE PROTECTION FENCE EXISTING GRADE DIRECT BURIED POST DRIPLINE DIMENSION VARIES 2" x 2" x 36" WOOD STAKES AT 10'-0" O.C. (MIN.) FLOW FLOW FLOW 12" DIA. TUBE 2'-0" OVERLAP MIN. PLAN VIEW - FLOW 45 TO 90° TO TUBE PLAN VIEW - FLOW LESS THAN 45° TO TUBE SECTION VIEW REPAIR DETAIL - TEAR GREATER THAN 12 INCHES 12" DIA. TUBE 2'-0" OVERLAP MIN. 2" x 2" x 36" WOOD STAKES AT 10'-0" O.C. (MIN.)4'-0" (MIN.) HOOK4'-0" (MIN.) HOOK FLOW BACK-GROUT W/ TUBE FILLER MATERIAL 2" x 2" x 36" WOOD STAKES AT 10'-0" O.C. (MIN.) 12" DIA. TUBE DRIVE STAKE 12" MIN. EXISTING SEDIMENT CONTROL TUBE NARROW TEAR LONGER THAN 12"NEW FABRIC WRAPPED AROUND TUBE AND TIED AT DOWNSTREAM SIDE. EXTEND NEW FABRIC A MINIMUM OF 12" PAST EACH END OF TEAR PLASTIC TIES OR STITCHING NOTES: 1. WHEN SEDIMENT CONTROL TUBE IS USED ON A PAVED SURFACE CONCRETE BLOCKS SHALL BE USED TO SECURE SEDIMENT CONTROL TUBE IN PLACE OF STAKING. 2. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT CONTROL TUBE WHEN IT HAS REACHED A HEIGHT EQUAL TO HALF OF THE TUBE HEIGHT. 3. SMALL HOLES OR NARROW RIPS LESS THAN 12" LONG MAY BE STITCHED CLOSED USING PLASTIC ZIP TIES. LARGER RIPS SHALL BE FIXED PER THE REPAIR DETAIL. HEAVILY DAMAGED SECTIONS SHALL BE REPLACED ENTIRELY. MAINTAIN 2' MINIMUM OVERLAP AT EACH END. 2'-0"± LIMESTONE BLOCK SEAT LEVEL LIMESTONE BASE TO PREVENT MOVEMENT 1'-6"±NOTE: 1. LIMESTONE BLOCK SIZES INDICATED ON PLANS ARE APPROXIMATE. TOLERANCES WILL BE 1"±, BASED ON AVAILABILITY OF BLOCKS FROM SUPPLIER. 2. BLOCKS SHALL BE 3'-6" LENGTH MIN.; 6'-0" LENGTH MAX. 3. LIMESTONE BLOCKS SHALL BE STANDARD GRADE, FULL COLOR BLEND, AS PROVIDED BY INDIANA LIMESTONE COMPANY, OR APPROVED EQUAL. 4. CONTRACTOR TO SUBMIT BLOCK SAMPLES SHOWING FULL COLOR RANGE OF MATERIALS.COMPACTED SUBGRADE4"INDOT DENSE GRADED SUBBASE NO. 53 2"STABILIZED CRUSHED LIMESTONE SITE DETAILS PROJECT NORTH SCALE AS INDICATED 13202 CS500 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 SCALE: 1" = 1' ASPHALT PAVEMENT 1 SCALE: 1" = 1' CONCRETE PAVEMENT 2 SCALE: 1" = 1' CONTROL JOINT 3 SCALE: 1" = 1' EXPANSION JOINT4 SCALE: 1" = 1' TYPICAL TRAIL 5 SCALE: 1" = 1' DETECTABLE WARNING PLATES6 NTS TREE PROTECTION7 NTS SEDIMENT CONTROL TUBE 8 NTS LIMESTONE BENCH 9 NTS PEDESTAL MOUNTED FLASHING BEACON (CITY OF CARMEL STANDARD DETAIL)10 NOT TO SCALE SILT FENCE11 NOTE: DETAIL PROVIDED BY CITY OF CARMEL. INSTALL CROSSING IN COMPLIANCE WITH CITY STANDARD DETAILS AND MANUFACTURER SPECIFICATIONS. PROVIDE TRAFFIC CONTROL FOR CROSSWALK AND SIGNAGE INSTALLATION/ 11/09/22 GENERAL NOTES: 1. PROVIDE SHOP DRAWINGS SIGNED AND STAMPED BY INDIANA PROFESSIONAL ENGINEER FOR ALL BOARDWALK ELEMENTS, INCLUDING ABUTMENTS AND FOUNDATIONS. 2. TREADS AND BEAMS SHALL BE PRECAST BOARDWALK SYSTEM BY PERMATRAK, OR APPROVED EQUAL. SUBMIT DETAILED SHOP DRAWINGS. 3. PRECAST ELEMENTS SHALL BE FREE OF CHIPS, CRACKS, AND SEAMS. 4. PRECAST ELEMENTS SHALL BE INTEGRAL COLOR WITH SANDBLAST FINISH. SUBMIT COLOR AND FINISH SAMPLES FOR REVIEW. 5. PLACE 18" THICK RUBBER PAD BETWEEN BEAM & TREADS FOR UNEVEN BEARING 6. PROVIDE 14" CHAMFER ON ALL EXPOSED EDGES OF TREADS. 7. SCORING PATTERN FOR CONCRETE "BOARDS" SHALL BE PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. DESIGN DATA: 1. BOARDWALK SHALL BE DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND THE LRFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN BRIDGES. 1.1. DESIGN LIVE LOAD: PEDESTRIAN LOADING - 90 PSF UNIFORM. VEHICULAR LOADING - 5,000 LBS, 2,500 LBS PER AXLE WITH MIN 96" WHEELBASE CASE 1 - H-5 TRUCK - 10,000 LBS TOTAL LOAD 2. ABUTMENTS SHALL BE DESIGNED FOR LATERAL EARTH PRESSURE, LIVE LOAD SURCHARGE AND STRUCTURAL LOADS. ASSUMED ALLOWABLE BEARING PRESSURE: 2,500 PSF (CONTRACTOR TO VERIFY) PRECAST CONCRETE TREAD PRECAST CONCRETE BEAM (BELOW) CONCRETE ABUTMENT 1'-0"VARIES, SEE PLANS 1'-0" SPACING FOR CONCRETE PIERS, PER MFCT. CONCRETE PIERS OR PADS WITH PRECAST CONCRETE CAPS FINISH GRADE, LIMIT DISTURBANCE TO WETLAND. RESEED PER LANDSCAPE PLAN CONCRETE CURB (TYP.) 3 CS501 10' CLEAR WIDTH BETWEEN CURBS 1'-3"FINISHED GRADE, VARIES. POLYURETHANE PINS IN BEAM TO SECURE TO PIER PRECAST CONCRETE PEDESTAL CAP TO RECEIVE PINS FROM BEAMS. PREPARED SUBGRADE CONTINUOUS 18" THICK RUBBER PAD BETWEEN TREAD & BEAM FOR UNEVEN BEARING EXISTING WETLAND BELOW CONCRETE BOARDWALK, LIMIT DISTURBANCE. RESEED PER LANDSCAPE PLAN PRECAST CONCRETE BEAM PRECAST CONCRETE TREAD CAST-IN-PLACE CONCRETE PIER. SIZE PER MANUFACTURER. IF MANUFACTURER ALLOWS, CONCRETE PADS OR HELICAL PILES IN PLACE OF PIERS ARE ACCEPTABLE HEIGHT VARIES <18"41 2" CONCRETE CURB (TYP.) 1'-0"APPROX 1'-3"3'-6" MIN.2'-0" MIN. ADJACENT PAVING (SEE LAYOUT & MATERIALS PLAN) FORM OR FIELD CUT GROOVE IN ABUTMENT AS NEEDED TO RECEIVE BOARDWALK TREADS POLYURETHANE PINS IN BEAM TO SECURE FORM OR FIELD CUT CHAMFERED GROOVE IN ABUTMENT AS NEED TO RECEIVE BOARDWALK BEAM PINS. FINISHED GRADE REINFORCED CONCRETE ABUTMENT COMPACTED BACKFILL AS DIRECTED BY MANUFACTURER 1 1 *CONFIRM & VERIFY EXACT DEPTH OF BOARDWALK SYSTEM PER MANUFACTURER PRIOR TO ABUTMENT CONSTRUCTION. ABUTMENTS TO BE DESIGNED AND SEALED BY MANUFACTURER. STATIONING LABEL 1 4"± GAP 3"6"5 12"3/4" DIA. X 10" COILED ROD W/ NUT AND OVERSIZED WASHER (GALVANIZED) SIKAFLEX -11 FC EXPANSIVE FILLER MATERIAL (TYP.) CONCRETE CURB SITE DETAILS PROJECT NORTH SCALE AS INDICATED 13202 CS501 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 1/2" = 1' PRECAST CONCRETE BOARDWALK - ELEVATION1 1/2" = 1' PRECAST CONCRETE BOARDWALK - SECTION2 1" = 1' CONCRETE ABUTMENT 3 NTS BOARDWALK CONCRETE CURB SECTION4 11/09/22 2'-0" TYP 10'1'-6" TYP WHITE PAINTED CROSSWALK MARKING, TYP DIRECTION OF PEDESTRIAN TRAFFIC VARIES4"MIN.MAX = O.D. + 24" BEDDING AND INITIAL BACKFILL:VARIES4"MIN.MAX = O.D. + 24" O.D.1'12' O.D.12' O.D.O.D. SATISFACTORY SOILS BEDDING NON-RIGID PIPE (INCLUDING PVC, HDPE) RIGID PIPE (INCLUDING RCP) FINAL BACKFILL INITIAL BACKFILL HAUNCHING BEDDING COMPACTED BACKFILL OR PAVEMENT STRUCTURE COMPACTED BACKFILL OR PAVEMENT STRUCTURE FLARED END SECTION FLARED END SECTION PLAN 1' 5'-0" LENGTH 4' PLUS CULVERTDIAMETERSECTION 24" MIN.STONES TO BE ROUNDED COBBLE, NATURAL FIELDSTONE, GRADATION SAME AS INDOT REVETMENT RIPRAP, CLASS 1. PLACE LARGER STONES NEAR OUTLET TO DISSIPATE OUTLET WATER ENERGY. CONSTRUCT 6" DEEP SWALE IN SUBGRADE ALONG RIP-RAP CENTERLINE PLACE STONES ON SIDE SLOPE OF OUTLET STONE ON SIDE SLOPES GEOTEXTILE FILTER FABRIC UNDER ALL STONE SLOPE AS PER PLANS PIPE INV. SEE PLANS PIPE INV. SEE PLANS TIE ENDWALL TO NET PIPE CUTOFF WALL AND STRUCTURE AS SHOWN IN DETAIL 2 ON SHEET CU500 SITE DETAILS PROJECT NORTH SCALE AS INDICATED 13202 CS502 SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER WEST PARK: PERIMETER TRAIL EXTENSION DATEREV ISSUED FOR 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 2700 W. 116TH STREET CARMEL, IN 46032 Owner: CITY PERMIT REVIEW 08/23/2022 CITY PERMIT RESUBMITTAL 10/12/2022 NTS CROSSWALK 2NTS DRAINAGE SWALE 1 NTS PIPE BEDDING3 NTS STORM SEWER FLARED END SECTION AND RIPRAP4 NTS CONCRETE FLARED END SECTION5 NTS NPDES SWP3 POSTING BOX6 NTS CONSTRUCTION ENTRANCE 7 NTS CONCRETE WASHOUT 8 NTS EROSION CONTROL BLANKET 9 NOTE: PERFORATED PIPE AND TRENCH ASSOCIATED WITH SWALE DETAIL NOT TO BE INSTALLED. 11/09/22