HomeMy WebLinkAboutConstruction Drawings C-200 V11.087
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SCALE IN FEET J-U-B ENGINEERS, INC.
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FF: 2620.50
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0.41 %
3.22%
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2�—
GRADE SLOPE AT 2.0% TO APPROXIMATE
p LONGITUDINAL LOWPOINT AT CENTER OF LANDSCAPED
N AREA TO MAINTAIN POSITIVE DRAINAGE AWAY FROM
BUILDING AND SIDEWALK EDGE.
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NOTES TO CONTRACTOR
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1. ALL GRADING SLOPES AT REAR AND SIDES OF LOTS ARE AT
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3:1, UNLESS OTHERWISE SHOWN.
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2. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH
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THE RECOMMENDATIONSOF THE GEOTECHNICAL ENGINEERING
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1:3.0
EPORECOMMENDATIONS
REPORT.
PREPARED BY ATLAS, DATED MARCH 23, 2022
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LEGEND
AGENCY REVIEW
MINOR
PROPOSED CONTOURS
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MAJOR
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FG ELEVATION
ANAL F,,
EARTHWORK
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CUT: 2570 C.Y.
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FILL: 4070 C.Y.
NOT FOR
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NET: 1500 C.Y. IMPORT
CONSTRUCTION
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NOTE:
EARTHWORK QUANTITIES ARE BASED ON NEAT LINE
CUT/FILL. EXCAVATION CALCULATED TO SUBGRADE.
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NOTES
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ADD 2600 TO ELEVATION CALL OUTS.
op z = . ° � W
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APPROXIMATE BOUNDS OF ESTIMATED MEANDER ZONE
W ° F F
FOR SYNDER DITCH. IMPROVEMENT TO REMAIN OUTSIDE
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MEANDER ZONE. SEE PLAN FOR WIDTH.
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PRIVATE DITCH OWNED BY PROPERTY OWNERS AND
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of
MAINTAINED TO AND THROUGH THE SITE. OPEN ACCESS
w
w m 3: o
TO DITCH MUST BE MAINTAINED AT ALL TIMES.
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CONTRACTOR TO PROVIDE SWPP PERMITTING BEFORE
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CONSTRUCTION BEGINS OUTLINING EROSION CONTROL
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� x z 0
w
PLAN DURING CONSTRUCTION.
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LANDSCAPE PLANS SHOW FINAL GROUND COVER ONCE
CONSTRUCTION IS COMPLETE. THE FINAL GROUND
COVER WILL PREVENT ANY EROSION AFTER
CONSTRUCTION.
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FILE: 10_22_019_0-302
�QSBO
JUB PROJ. #: 10-21-127
2� B
s
DRAWN BY:
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Knowwhafs below.
DESIGN BY
^°
Call before di
Yam+ g•
CHECKED BY:
ONE INCH
_
—
-
CALL 2 BUSINESS DAYS IN
AT FULL 11E, IE NOT ONE
INCH SCALE ACCORDINGLY
X
ADVANCE BEFORE YOU DIG,
LAST UPDATED:5/18/2022
SHEET NUMBER:
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES
�_200