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C020.2 - DEVELOPMENT PLAN AREA 2.pdf C2.1
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HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP
HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP
HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPP TOWNE MEADOW DRIVE * * * * 10' ASPHALT PATH TO BE EXTENDED THROUGH HIGH SCHOOL PROPERTY IN THE SOUTHWEST BASIN
BMP BOTTOM: 883.92 TOB: 890.50 2-YEAR: 886.55 10-YEAR: 887.52 100-YEAR: 889.34 SPILLWAY: 889.61 SOUTHEAST BASIN BMP BOTTOM: 882.50 TOB: 889.00 2-YEAR: 885.62 10-YEAR: 886.20 100-YEAR:
886.64 SPILLWAY: 888.00 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 6/13/2019 DESCRIPTIONDATENO.
R E V I S I O N S PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: ORIGINAL ISSUE DATE:18414 DECEMBER 14, 2018 JOR PLD JOR ----CARMEL INDIANA ESTATES AT TOWNE MEADOW
DESCRIPTIONDATENO. 619 N Pennsylvania St Indianapolis, IN 46204 317.423.0690 phone www.v3co.com FOR CONTINUATION SEE SHEET 2.2 FOR CONTINUATION SEE SHEET 2.1 KEY MAP
N.T.S. AREA 2 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 SILT FENCE PROPOSED BMP EASEMENT SSD STUB FOR FUTURE CONNECTION. 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 1. NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YR LOCAL OR REGIONAL FLOOD ELEVATIONS WHICH EVER IS GREATER FOR
ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. MINIMUM LOWEST ADJACENT GRADE 1. 2 FEET OF FREEBOARD ABOVE
THE FLOODING SOURCE'S 100-YEAR FLOOD ELEVATION UNDER PROPOSED CONDITIONS. LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE
FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. DEVELOPMENT
PLAN