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Home My WebLink AboutC020.1 - DEVELOPMENT PLAN AREA 2HPP P P H PP PP HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP PP HP P PP HPP P P H P PP P HPP P P HPP P P HPP P P HP PP P HPP P P HPP P P HPP P P HPP P P HPP P P H PPP P H P PPP H PPP P H P PPP HPP P P H P PPP HPP P P H PP PP HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P H PP PP HPP P P H PP PP HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P H PPP P HP PPP H PPP P HP PPP HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P H PPP P HPP P P H PPP P HPP P P HPP P P HP PP P HPP P P HPP P P H PPP P HPP P P HPP P P H PPP P HPP P P HPP P P HP PP P HP PPP H PPP P HPP P P HPP P P HPP P P HP PPP HPP P P HPP P P HPP PP HPP P P H PP PP HPP P P HPP P P H P PPP HP PP P HP P PP HPP P P HPP P P HPP P P HP PPP HPP P P HPP P P HPP P P HP PP P HP PPP HPP P P HPP P P H P PPP HPP P P TOWNE MEADO W D RIVE * * * * * * BASIN 883.92 886.00 887.09 889.23 SOUTHEAST BASIN BOTTOM: 882.50 TOB: 889.00 2-YEAR: 883.33 10-YEAR: 885.18 100-YEAR: 887.40 PATH TO BE THROUGH HIGH PROPERTY IN THE Know what'sbelow. before you dig. Call R DRAWING NO. C2.1 N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C2.0 DEVELOPMENT PLAN.dwg 2/5/2019DESCRIPTIONDATENO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018JORPLDJOR---- CARMEL INDIANADEVELOPMENT PLAN - AREA 1ESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comFOR CONTINUATION SEE SHEET 2.3FOR CONTINUATION SEE SHEET 2.1KEY MAP N.T.S. AREA 2 MINIMUM FINISH FLOOR ELEVATION IS BASED OFF OF THE BELOW CRITERIA, WHICHEVER IS HIGHER: 1. ONE (1) FOOT ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST. 2. TWO (2) FEET ABOVE THE 100 YEAR FLOOD ELEVATION. 3. 6" (0.5') ABOVE THE M.L.A.G. MINIMUM FLOOD PROTECTION GRADE MINIMUM LOWEST ADJACENT GRADE 1. 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 RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY LINE. 2. DEPTHS OF ALL EXISTING ONSITE UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NO CONFLICTS WITH OTHER UTILITIES, STORM SEWERS, OR STREETS. ANY CONFLICTS FOUND AFTER THE BEGINNING OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. 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 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. 4. 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. SITE PLAN NOTES PAVING LEGEND TYPICAL SECTION - COLLECTOR STREET SHEET C8.4 TOWNE ROAD PAVEMENT SECTION LOCAL STREET PAVEMENT SECTION SEE TYPICAL SECTION ON SHEET 8.4 DRAINAGE EASEMENT 30' REGULATED DRAINAGE EASEMENT LEGEND PROPOSED SWALE SECTION 2 BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED STORM STRUCTURE PROPOSED UNDERDRAIN/SSD PROPOSED SANITARY SEWER CLEANOUT PROPOSED SANITARY SEWER MAIN/LATERAL REGULATED DRAINAGE EASEMENT PROPOSED BMP EASEMENT PROPOSED WATER MAIN PROPOSED BUILDING SETBACK LINE LIMITS OF DISTURBANCE PROPOSED EASEMENT PEDESTRIAN TRAIL SCOUR STOP TRANSITION MAT OR APPROVED EQUAL W LIMITS OF EXISTING WETLANDS LOT NUMBER PAD ELEVATION DENOTES FLOOD PROTECTION GRADES MINIMUM FINISHED FLOOD MINIMUM LOWEST ADJACENT GRADE *DENOTES ADA COMPLIANT RAMP PROPOSED TREE PROTECTION EASEMENT PROPOSED BMP EASEMENT SSD STUB FOR FUTURE CONNECTION. 08/20/20