HomeMy WebLinkAboutC301 - GRADING PLAN (NORTH)W W W W W W W W W W W W W W W W W W W W W866870
867867
868
869
871
872
8708688698
6
6
8
6
7 865866867NO PARKINGPLAYGROUND AREA
REFER TO L212866
867
8708678668
6
6864865865
867
866M.E.
FFE = 868.50PROPOSED ROWC.O.
C.O.
C.O.
C.O.
C.O.C.O.
C.O.
727B
RIM=868.60
726C
RIM=866.75
732A
732B
RIM=866.50
728
RIM=866.35
726B
RIM=866.10
727A
RIM=866.00
727D
RIM=865.85
727
RIM=865.15
733
RIM=865.00
726A
RIM=864.65
729
RIM=865.00
726
RIM=864.25
734
RIM=863.50
37' OF 12" RCP
@2.47%
123' OF 12" RCP@0.6
9
%
49' OF 15" RCP
@1.12%
166' OF 18" RCP
@0.72%
38' OF 12" HDPE
@0.66%
37' OF 12" RCP
@2.47%
119' OF 12" RCP
@1.26%
27' OF 12" RCP
@3.72%
78' OF 12" RCP
@0.58%86' OF 12" RCP@0.93%162' OF 24" RCP
@0.46%
25' OF 12" RCP
@3.00%
107' OF 12" RCP@2.4
3
%
739
RIM=867.58
49' OF 12" RCP
@1.13%
741
RIM=867.30
737D
RIM=868.20
86' OF 12" HDPE
@0.58%
737
RIM=867.71 56' OF 12" HDPE@0.54%735
RIM=867.4039' OF 12" HDPE
@2.56%48' OF 12" HDPE@0.63%736
RIM=866.90
726D
RIM=866.51
61' OF 12" RCP
@0.47%
739A
RIM=868.20 84' OF 12" HDPE
@0.42%
67' OF 12" HDPE
@1.49%
732C
RIM=867.36
733A
RIM=865.50
128' OF 15" RCP@0.94%20'W SAN SWR ESMT 870
869
871
870 869
868
867
869
870
871872
8718708698688678718708678688698708
7
0
8698688678688688678668688698688678698708
6
7
8
6
5
8
6
6865865865
867
MFPG: 867.42
MLAG: 867.83 MFPG: 866.00
MLAG: 867.83
MFPG: 866.00
MLAG: 867.83
MFPG: 867.42
MLAG: 867.83
FR FRFRFRFRFR FRFR FR FR FRFRFR866866
PROPOSED
GRADING LIMITS
(TYP)
PROPOSED
GRADING LIMITS
(TYP)
PROPOSED
GRADING LIMITS
(TYP)
TREE PROTECTION
FENCE (TYP)
TREE PROTECTION
FENCE (TYP)
PROPOSED
GRADING
LIMITS
(TYP)
TREE PROTECTION
FENCE (TYP)
1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
2. TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
PER THE SPECIFICATIONS.
3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
AVAILABLE.
4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
OTHERWISE SHOWN.
6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING
CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED
FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE
ENGINEER.W WNO PARKING NO PARKINGNO PARKINGDEFINITIONS OF (PER CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL):
MINIMUM FLOOD PROTECTION GRADE (MFPG) OF ALL STRUCTURES FRONTING A POND OR
OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR
REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS,
PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE
FLOODWATERS CAN ENTER A BUILDING.
FOR ALL STRUCTURES LOCATED IN THE SPECIAL FLOOD HAZARDS AREA (SFHA) AS SHOWN
ON FEMA MAPS, THE LOWEST FLOOR ELEVATIONS OF ALL RESIDENTIAL, COMMERCIAL, OR
INDUSTRIAL BUILDINGS SHALL HAVE LOWEST FLOOR ELEVATION, INCLUDING BASEMENT,
AT THE FLOOD PROTECTION GRADE AND THEREFORE HAVE AT LEAST 2 FEET OF FREEBOARD
ABOVE THE 100-YEAR FLOOD ELEVATION.
MINIMUM LOWEST ADJACENT GRADE (MLAG) FOR ALL RESIDENTIAL, COMMERCIAL, OR
INDUSTRIAL BUILDINGS OUTSIDE A FEMA OR IDNR DESIGNATED FLOODPLAIN SHALL HAVE
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
WINDOW WELL).
FOR AREAS OUTSIDE A FEMA OR IDNR DESIGNATED FLOODPLAIN, THE LOWEST ADJACENT
GRADE (INCLUDING WALKOUT BASEMENT FLOOR ELEVATION) FOR ALL RESIDENTIAL,
COMMERCIAL, OR INDUSTRIAL BUILDINGS ADJACENT TO PONDS SHALL BE A MINIMUM OF
2 FEET ABOVE THE 100-YEAR POND ELEVATION OR 2 FEET ABOVE THE EMERGENCY
OVERFLOW WEIR ELEVATION, WHICHEVER IS HIGHER. IN ADDITION TO THE LOWEST
ADJACENT GRADE REQUIREMENTS, ANY BASEMENT FLOOR SHALL BE AT LEAST 1 FOOT
ABOVE THE PERMANENT WATER LEVEL (NORMAL POOL ELEVATION).
GROUND SPOT GRADE
:1 3
800
801
F.F.E.
L.Pt.
H.Pt.% 1.00
FR
INV.=800.50
T.C.
B.C.
771.20
770.70
772.4
772.40
M.E.
772.4 FL
MATCH EXISTING
PAVEMENT SPOT GRADE
TOP OF CURB AND
BOTTOM OF CURB
H:V RATIO GRADE
PIPE INVERT ELEVATION
FLOOD ROUTE
FLOW LINE SPOT
GRADE
POND CONTOUR
SWALE WITH SSD
POND BOTTOM
POND NORMAL POOL
LOW POINT
INTERMEDIATE CONTOUR
INDEX CONTOUR
GRADE BREAK
FINISHED FLOOR
ELEVATION
HIGH POINT
EXISTING INTERMEDIATE
CONTOUR
EXISTING INDEX
CONTOUR
FLOW DIRECTION
w/GRADE
GRADING NOTES
GRADING PLAN LEGEND
LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION
SCALE: 1" = 30'
18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
Rev. #Revision
Description
Issue
Date
KEYMAP
C301
C301
GRADING PLAN
(NORTH)
SWALE
2 TAC COMMENTS 8/12/2019
4 ASI #2 9/20/2019
3 ASI #1 8/28/2019
1 ADDENDUM 7/9/2019
ASI #8 12/18/20198
TREE PROTECTION
FENCE
CONSTRUCTION LIMITS
ASI #9 9
9
01/09/2020
02/27/20