HomeMy WebLinkAboutR-36572913 1 14
LEGEND
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DESIGNED: UC1JFR
REVIEWED
PROPERTY/BOUNDARY LINE
W
BUILDING FOOTPRINT
BCMNC,
PROPOSED CONTOUR210
1," EXISTING CONTOUR
EXISTING CATCH WIN
EXISTING STORM DRAIN LINE
PROPOSED STORM DRAIN UNED-
m CATCH WIN TYPE I
0) CATCH BASIN TYPE 2
x136.75 SPOT ELEVATION
GRADE BREAK
2.00% SLOPE ARROW
EZ22= 2"-4" RIVER ROCK -j
GRADING NOTES:
15
1, 1 - 11" ------ ---
2182 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT25.3± MATCH EX ----25-- . . ..... MATIC EX. 2.rQ 201 a . .. .... ---- OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 2 23.825621.42
25.37
2. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF
24.3 1.37
91 -- PAVEMENT UNLESS OTHERWISE SPECIFIED. 14
24 &I x22
23.80 21.7'
1.23Q25IIS1 ---Z A-. F 3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL24.OQIRD24.00 1 1
T- 23.67 23.52 NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE12,3.37
24.00; 21 PONDING OF WATER.
5 3± 23.19D23.73
20.68 4. THE MATCH EXISTING SPOT ELEVATIONS PROVIDED ARE FROM THE SURVEY
23.03 PROVIDED FOR DESIGN. CONTRACTOR SHALL VERIFY EXISTING GRADES AND25.21 EX..
23.91! .. ..
I ..... -2 19.78 ADJUST AS NECESSARY TO PROVIDE SMOOTH GRADING TRANSITIONS AND23912300
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DESIGNED: UC1JFR
REVIEWED JJG
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1005.12
BCMNC, 114n
CADD FILE: 11477C000.0WG
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SHEET NOTES:
X
EX. (D SLOPEEXCEED
IN ADA STALLS
IN ANY
AND UNLOADING ZONES SHALL NOT C,
2.00% DIRECTION. P4
MATCH EXISTING GRADE AND SLOPE.
H EX. /7 PROVIDE POSITIVE DRAINAGE TO EXISTING CATCH BASIN.
rB
plp: 04 PROVIDE 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM
LONGITUDINAL SLOPE ON SIDEWALKS. qe
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GRADE ROCK PAD TO DRAIN TO BIORErENTION CELL
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Date Plotted: 4/18/2013 12:11:46 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - NA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\l 1477C300 By:
Approved by: Date:
by: - Date:
20 10 0 20
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R-365129
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DESIGNED: UC1JFR
REVIEWED JJG
W
1005.12
BCMNC, 114n
CADD FILE: 11477C000.0WG
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2q.08
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24.00 1 4 22.4420.56
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20.01 WATCH E z
9:14194:15411012 a Ill a] J14*1 9 PRI! 19 :ZIIITA 114:169
SHEET NOTES:
X
EX. (D SLOPEEXCEED
IN ADA STALLS
IN ANY
AND UNLOADING ZONES SHALL NOT C,
2.00% DIRECTION. P4
MATCH EXISTING GRADE AND SLOPE.
H EX. /7 PROVIDE POSITIVE DRAINAGE TO EXISTING CATCH BASIN.
rB
plp: 04 PROVIDE 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM
LONGITUDINAL SLOPE ON SIDEWALKS. qe
15 r td o
GRADE ROCK PAD TO DRAIN TO BIORErENTION CELL
t;
6.2C3
Ft >-
12' -k
40 10to
it p
4
47
Date Plotted: 4/18/2013 12:11:46 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - NA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\l 1477C300 By:
Approved by: Date:
by: - Date:
20 10 0 20
T!!siim2!!T!T
SCAM- 1'- 20'
R-365129
0 3 4 9 3 03
11mj uj I V I Know wharsbelow.
Call wore you
DRAWN:
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DESIGNED: UC1JFR
REVIEWED JJG
W
1005.12
BCMNC, 114n
CADD FILE: 11477C000.0WG
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DRAWN: JMUJFR
DESIGNED: UC1JFR
REVIEWED JJG
DATE, 1005.12
BCMNC, 114n
CADD FILE: 11477C000.0WG
SHEET T
GRADING PLAN
BCRA E
SHEET
C3.00
PERMIT SET
4
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