HomeMy WebLinkAboutC020.3 - DEVELOPMENT PLAN AREA 3SEA Group,Land Su rveyo rs
SE A Gro up,La nd Su rvey ors
TOWNE MEADOW DRIVE TOWNE ROADSUTTON AVEN UE
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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.
THE PROPOSED STORM SEWER SYSTEM (WITH THE EXCEPTION OF ALL SSD)
WILL BE A PUBLIC SYSTEM.
SITE PLAN NOTES
DRAWING NO.
C2.2
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C2.0 DEVELOPMENT PLAN.dwg 6/13/2019DESCRIPTIONDATE NO. R E V I S I O N S PROJECT NO.:PROJECT MANAGER: DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018JORPLDJORCARMEL INDIANADEVELOPMENT PLANESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comFOR CONTINUATION SEE SHEET 2.1KEY MAP
N.T.S.
AREA 3
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
-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
-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.
08/20/20