HomeMy WebLinkAboutC301 - GRADING PLAN (NORTH)866870867 867868869871872870868869866867
865866867 NO PARKINGPLAYGROUND AREAREFER TO L212M.E.866867870
86786
6
8668648658658678
6
6 M.E.FFE = 868.50PROPOSED ROWC.O.C.O.C.O.C.O.C.O.C.O.C.O.727BRIM=868.60726CRIM=866.75732A732BRIM=866.50728RIM=866.35726BRIM=866.10727ARIM=866.00727DRIM=865.85727RIM=865.15733RIM=865.00726ARIM=864.65729RIM=865.00726RIM=864.25734RIM=863.5037' OF 12" RCP@2.47%123' OF 12" RCP@0.69%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@2.43%739RIM=867.5849' OF 12" RCP@1.13%741RIM=867.30737DRIM=868.2086' OF 12" HDPE@0.58%737RIM=867.7156' OF 12" HDPE
@0.54%735RIM=867.4039' OF 12" HDPE@2.56%48' OF 12" HDPE
@0.63%736RIM=866.90726DRIM=866.5161' OF 12" RCP@0.47%739ARIM=868.2084' OF 12" HDPE@0.42%67' OF 12" HDPE@1.49%732CRIM=867.36733ARIM=865.50128' OF 15" RCP@0.94%20'W SAN SWR ESMT 870869871870869868867869870871872871870869868867871870867868869870870869868867868868867866868869868867869870
8678658668
6
5
865 865
867MFPG: 867.42MLAG: 867.83MFPG: 866.00MLAG: 867.83MFPG: 866.00MLAG: 867.83MFPG: 867.42MLAG: 867.83FRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFR866866PROPOSEDGRADING LIMITS(TYP)PROPOSEDGRADING LIMITS(TYP)PROPOSEDGRADING LIMITS(TYP)TREE PROTECTIONFENCE (TYP)TREE PROTECTIONFENCE (TYP)PROPOSEDGRADING LIMITS(TYP)TREE PROTECTIONFENCE (TYP)1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITSOF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWNIN 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 SODDEDPER THE SPECIFICATIONS.3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS ASAVAILABLE.4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISESHOWN.5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESSOTHERWISE SHOWN.6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCINGCONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSEDFINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THEENGINEER.NO PARKIN
G
NO PARKI
N
G
NO PARKING NO PARKINGFFE =
8
66
.
60
FFE
=
866.
0
WETLA
ND
S
(PRO
TE
CT
)
FR
FR FRFRFRFRFRFRFR
FR
FR
FRFRFRFRFRFR
FR
FR FRFR
FRFR FR FR
FR
FRFRFRFRFR
FRFR
FR
FR
FR
FR FRFR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FRFR FRFRFR
FRFR
FR FR FRFR FR FRFRFRFRFR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FRFRFRFRFRFR
FR
FR
FR
FR
FR FRFRFRFRFRFRFR
FR
FR
FRFRFRFRFRFR
FR
FR FRFR
FRFR FR FR
FR
FRFRFRFRFR
FRFR
FR
FR
FR
FR FRFR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FRFR FRFRFR
FRFR
FR FR FRFR FR FRFRFRFRFR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FRFRFRFRFRFR
FR
FR
FR
WETLANDS(PROTECT)WETLANDS(PROTECT)DEFINITIONS OF (PER CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL):MINIMUM FLOOD PROTECTION GRADE (MFPG) OF ALL STRUCTURES FRONTING A POND OROPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL ORREGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS,PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHEREFLOODWATERS CAN ENTER A BUILDING.FOR ALL STRUCTURES LOCATED IN THE SPECIAL FLOOD HAZARDS AREA (SFHA) AS SHOWNON FEMA MAPS, THE LOWEST FLOOR ELEVATIONS OF ALL RESIDENTIAL, COMMERCIAL, ORINDUSTRIAL BUILDINGS SHALL HAVE LOWEST FLOOR ELEVATION, INCLUDING BASEMENT,AT THE FLOOD PROTECTION GRADE AND THEREFORE HAVE AT LEAST 2 FEET OF FREEBOARDABOVE THE 100-YEAR FLOOD ELEVATION.MINIMUM LOWEST ADJACENT GRADE (MLAG) FOR ALL RESIDENTIAL, COMMERCIAL, ORINDUSTRIAL BUILDINGS OUTSIDE A FEMA OR IDNR DESIGNATED FLOODPLAIN SHALL HAVE2 FEET OF FREEBOARD ABOVE THE FLOODING SOURCE'S 100-YEAR FLOOD ELEVATIONUNDER PROPOSED CONDITIONS. LOWEST ADJACENT GRADE IS THE ELEVATION OF THELOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATIONAROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH ASBASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OFWINDOW WELL).FOR AREAS OUTSIDE A FEMA OR IDNR DESIGNATED FLOODPLAIN, THE LOWEST ADJACENTGRADE (INCLUDING WALKOUT BASEMENT FLOOR ELEVATION) FOR ALL RESIDENTIAL,COMMERCIAL, OR INDUSTRIAL BUILDINGS ADJACENT TO PONDS SHALL BE A MINIMUM OF2 FEET ABOVE THE 100-YEAR POND ELEVATION OR 2 FEET ABOVE THE EMERGENCYOVERFLOW WEIR ELEVATION, WHICHEVER IS HIGHER. IN ADDITION TO THE LOWESTADJACENT GRADE REQUIREMENTS, ANY BASEMENT FLOOR SHALL BE AT LEAST 1 FOOTABOVE THE PERMANENT WATER LEVEL (NORMAL POOL ELEVATION). GROUND SPOT GRADE:13800801F.F.E.L.Pt.H.Pt.%1.00FRINV.=800.50T.C.B.C.771.20770.70772.4772.40M.E.772.4FL 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/GRADEGRADING NOTESGRADING PLAN LEGENDLINE TYPE / SYMBOLDESCRIPTIONLINE TYPE / SYMBOLDESCRIPTIONSCALE: 1" = 30'18095Project Number:Drawing Number:Certified By:Checked ByDrawn ByIssue DateRevisions:PROJECT:Scope Drawings:CARMEL, INDIANA
NEW
FOR
CARMEL CLAY SCHOOLS
CARMEL ELEMENTARY SCHOOLSDrawing Title:06-21-19SOMKRev. #RevisionDescriptionIssueDateKEYMAPC301C301GRADING PLAN(NORTH) SWALE2TAC COMMENTS8/12/20194ASI #29/20/20193ASI #18/28/20191ADDENDUM7/9/2019ASI #812/18/20198888