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NOTE: SEED ALL AREAS
BtSTtiRBED BY CONSTRUCTION
NOTE: SEED ALL AREAS 1
DISTURBED BY CONSTRUCTION
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GRADING NOTES
LINE TYPE / SYMBOL
DESCRIPTION
M.E.
MATCH EXISTING
1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
PAVEMENT SPOT GRADE
845.2
OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
00.50
TOP OF WALL
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
BOTTOM OF WALL
1,00%-
2. TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
IE: 805.5
PIPE INVERT ELEVATION
PER THE SPECIFICATIONS.
INTERMEDIATE CONTOUR
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3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
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AVAILABLE.
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OF RANGELINE ROAD AND SMOKEY ROW ROAD IN CARMEL, HAMILTON COUNTY, INDIANA
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4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
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SHOWN.
5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
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OTHERWISE SHOWN.
THE POST DEVELOPED 10 -YEAR PEAK DISCHARGE FROM THIS SITE IS 38 -CFS.
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6. ALL FILL WITHIN PAVED AREAS SHALL BE FREE OF TOPSOIL AND SHALL BE COMPACTED IN 8 INCH
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LIFTS TO 98% OF MAXIMUM DRY DENSITY PER STANDARD PROCTOR METHOD.
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I I 11TH STREET NW ------
GRADING PLAN LEGEND
LINE TYPE / SYMBOL
DESCRIPTION
M.E.
MATCH EXISTING
5.5
PAVEMENT SPOT GRADE
845.2
GROUND SPOT GRADE
00.50
TOP OF WALL
1131800.00
BOTTOM OF WALL
1,00%-
FLOW DIRECTION w/ GRADE
IE: 805.5
PIPE INVERT ELEVATION
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INTERMEDIATE CONTOUR
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INDEX CONTOUR
THIS DEVELOPMENT WAS DESIGNED AND APPROVED BY THE CITY OF CARMEL IN 2005. AN
OFF -SITE DRY STORMWATER BASIN LOCATED TO THE WEST OF THE SITE ON THE NORTH SIDE
OF LITTLE COOL CREEK PROVIDES COMPENSATORY STORMWATER DETENTION FOR THE ENTIRE
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SITE. THE PROPOSED PARKING LOT ADDITION WILL NOT ADVERSELY AFFECT DOWNSTREAM
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AREAS AND WILL NOT SUBSTANTIALLY INCREASE THE RUNOFF FROM THE SITE BEYOND
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CURRENT RATES.
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THIS IS A 0.23 -ACRE PROJECT BEING A PARKING ADDITION FOR AN EXISTING 135 -UNIT
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TOWNHOME COMMUNITY ON A 12.2 -ACRE SITE LOCATED NORTHWEST OF THE INTERSECTION
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OF RANGELINE ROAD AND SMOKEY ROW ROAD IN CARMEL, HAMILTON COUNTY, INDIANA
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THE POST DEVELOPED 10 -YEAR PEAK DISCHARGE FROM THIS SITE IS 38 -CFS.
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THE POST DEVELOPED 100 -YEAR PEAK DISCHARGE FROM THIS SITE IS 54 -CFS.
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MFPG: Minimum Flood Protection Grade of all structures fronting a pond
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or open ditch shall be no less than 2 feet above any adjacent 100 -year
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local or regional flood elevations, whichever is greater, for all windows,
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doors, pipe entrances, window wells, and any other structure member
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where floodwaters can enter a building.
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MLAG: Minimum Lowest Adjacent Grade is the elevation of the lowest
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grade adjacent to a structure, where the soil meets the foundation
Job No. 2011 -0131
around the outside of the structure (including structural members such
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as basement walkout, patios, decks, porches, support posts or piers,
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and rim of the window well.
NOTE:
ALL PROPOSED STORM SEWERS ARE PRIVATE.
NOTES:
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN
ONE FOOT OF THE PROPOSED RIGHT -OF -WAY.
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED
BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE
APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED
REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE
DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS -BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR
LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION
AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS
INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
NOTES:
SUBSURFACE DRAINS /UNDERDRAINS SHALL BE DOUBLE WALL Hi-Q PIPE PER CARMEL
REQUIREMENTS.
ALL STORM CASTINGS SHALL HAVE A "NO DUMPING, DRAINS TO WATERWAY" MESSAGE ON THEM
Date: February 1, W11
Scale:
1" =10
Title:
GRADING PLAN
Sheet:
C2.1
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Job No. 2011 -0131
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PE19500055 1
STATE OF i
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Date: February 1, W11
Scale:
1" =10
Title:
GRADING PLAN
Sheet:
C2.1