PW Approved Revised Plans_1BENCHMARK: SET MAG NAIL k DISK,
L83672 IN EDGE OF PAVEMENT
ELEVATION = 11.90' (NAW. 1968
DATUM)
12.19
I 4' OVERFLOW
WEIR EL 12.9
I LOT COVERAGE
LOT AREA = 7,500 SQ. FT.
EXISTING HOUSE = 1,088 SQ. FT.
CONCRETE = 481 SQ. FT.
PORCH = 176 SQ. FT.
NEW CONCRETE DRIVEWAY = 591 SQ. FT
NEW SCREENED PORCH = 234 SQ. FT.
I
a PROPOSED LOT COVERAGE = 38.4%
e
6" PVC PIPE
(TYP. )
CLEAN—OUT
1\2" IRON
1 CAP
P, JBLIC WORKS
{ V,) APPROVED
{ DENIED
{ } NOT APPLICABLE TO DEPT
GARAGE
13.5
1 1
Reyn01 Digitally
signed
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Peterso
Peters Date: :
2021.06.30
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-13.4 13171
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on -O4'00
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DRAINAGE NOTE:
P NO 84559
M,
1. THE COVERED PORCH AND STOOP SHALL BE
`
SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE
11 1J5 I,
I
U'
CONNECTION POINT OF THE PORCH AND STOOP,THE
177
TYPICAL ELEVATION DROP SHALL BE 4 INCHES.
13.5
135
2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N
BELOW F.F. ELEV.
- z
g
4 V D.r
D.3
-�
FOUND 1\2 IRON 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN
z
= 3
fn K
w
x
8' WOOD FENCE 13.8
PIPE NO CAP
+/— 0.1 FT OF DESIGN ELEVATIONS.
g
=
<
z
z
4. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND
;
w
GUTTER
DRAINAGE 6" SOCK DRAIN PIPE WITH POP—UP EMITTERS
0°
I—
PLACED AT PROPERTY LINE.
CLEAN—OUT
DRAINAGE LEGEND
4-v— PRE—FLOW ARROW PROPOSED SPOT EL.
4ti- POST—FLOW ARROW X TO BE REMOVED
REVISIONS
(00.0) EXIST. SPOT EL . • . PROPOSED SHALLOW
SWALE
O TREE PROTECTION _ SOCK DRAIN PIPE WITH POP—UP
p0? EMITTER
GRAPHIC SCALE
a E:
M9In
;
20 0 10 20 40 !30 Ofs00m
SGLLe A p
( IN FEET ) SHEET N0.
1 inch = 20 et.. RECEIVED ��
By r.V Gkdhep.%0 W2:11p ,M 07, 20:1J