HomeMy WebLinkAboutBLD2020-00615 - 08 SITE PLAN5 3 0 '
5 3 5 '
5 4 0 '
5 4 5 '
5 5 0 '
PROPERTY LINE 1330.59'
EXISTING CLEARING
PROPERTY LINE 1325.80'
A1.1
2
SITE ACCESS
20 FRONT SETBACK
5 REAR SETBACK
434' - 3"
41
8
'
-
9
"
WELL
WELL 100' RADIUS
PUMP HOUSE
(E) ELECTRICAL VAULT
UNDERGROUND
ELECTRICAL TO HOUSE,
+/-200' RUN
100% SEPTIC
RESERVE AREA
100% PRIMARY SEPTIC AREA
(2) 50' LATERALS; 9' O.C.,
ALIGNED TO CONTOURS
SEPTIC TANK
SEP19-00261
PROPOSED
RESIDENCE
1,228 SF FOOTPRINT
9'x19' PARKING
12
'
-
0
"
10' - 0"
DRYWELL 1
DRYWELL 2
IMPERVIOUS INFILTRATION PIPE
CONNECTING ALL
DOWNSPOUTS TO CATCH BASIN
CATCH BASIN
COVERED DECK
600 SF
LINE OF 2,313 SF
ROOF ABOVE
DSDS
DS DS
COVERED DECK
122 SF
x x
x
x
xx
PROVIDE HIGH VISIBILITY FENCE PER
BMP C103 TO MARK EXTENTS OF
CLEARNING AND PROVIDE SILT
FENCE PER BMP C2333 PRIOR TO
CLEARING OPERATION.
SS
PROPANE < 125 GAL
28
'
-
0
"
34' - 0"
6 1 ' - 9 "
[No Slope]
[No Slope]
TOP OF 35° SLOPE TOP OF 35° SLOPE
B
U
F
F
E
R
3
0
' -
0
"
UNDERGROUND
ELECTRICAL FROM
EXISTING ELECTRICAL
VAULT +/-200', SEE1/A1.1
ELECTRIC METER
LOCATION
UNDERGROUND WATER
FROM PUMP HOUSE
SEE1/A1.1
e
e
12' - 0"
1
DATE:
PERMIT ISSUE:
Revision 1 12/18/2020 A1.1
SITE PLAN
12/18/2020
BIERBAUM RESIDENCE
PARCEL 702151001
QUILCENE, WA 98376
11/23/2020
1" = 160'-0"1 SITE
NORTH
1" = 30'-0"2 SITE PLAN PARTIAL
NORTH
PEGGY AND BRENT BIERBAUM
787 WILDWOOD RD EXT
QUILCENE 98376
SITE ADDRESS NOT ASSIGNED
702151001PARCEL NUMBER
RF-40 -RURAL FORESTZONING
IMPERVIOUS AREAS
SITE AREA:38.46 ACRES / 1,675,317 SQ FT
HOUSE FOOTPRINT 1,228 SF
COVERED DECKS 722 SF
LOT COVERAGE 1,950 SF (0.001%)
HOUSE ROOF AREA 2,313 SF
(E) GRAVEL DRIVEWAY 51,600 SF +/-
TOTAL IMPERVIOUS AREA 53,913 SF (0.03%)
*AREAS OUTSIDE OF THE FOUNDATION BUT INSIDE THE
ROOF LINE WERE NOT COUNTED IN ADDITION TO THE ROOF
AREA AS TO NOT DOUBLE AREAS.
PROJECT DATA
OWNER
GE NERAL NOTE S
A. PROPERTY LINES WERE DETERMINED FROM
A RECORDED SURVEY DATED 7/6/1984 BY
M.A. KINNAMAN PROFESSIONAL LAND
SURVEYOR.
INFILTRATION DRYWELLS -BMP T5.10A
MEDIUM SANDS -DRYWELL MUST CONTAIN 90 CUBIC FEET OF
GRAVEL PER 1,000 SF ROOF
ROOF AREA FEEDING TO DRYWELLS = 2,313 SF
90 CUBIC FEET x 2.313 = 208.1 CUBIC FEET REQUIRED
DRYWELL 1: 6' DIA. x 4' DEEP = 113.0 CUBIC FEET PROVIDED
DRYWELL 2: 6' DIA. x 4' DEEP = 113.0 CUBIC FEET PROVIDED
TOTAL =226.0 CUBIC FEET PROVIDED
Dec 18 2020
Jan 11 2021