HomeMy WebLinkAboutBLD2021-00360-08- APPROVED Site Plan5'
S I D E S E T B A C K
5'
S I D E S E T B A C K
10' FRONT SETBACK
PROPOSED
BUILDING FOOTPRINT
[UNASSIGNED ADDRESS]
622 SF
FFE 10'-2"
(+1'-2" ABOVE FEMA FLOOD PLAIN)
P R O P E R T Y L I N E 5 8 .5 8 '
EXISTING BULKHEAD [OHWM]
W
W
(E) SEWER TO
COMMUNITY
SEPTIC
P
(E) OVERHEAD
COMM. LINE
(E) OVERHEAD
POWER LINE
HISTORIC BUILD LINE
AS PER WEST SOUND
ENGINEERING,
FISHERMAN'S CLUB
ASSESSOR'S PLAT
TOE OF SLOPE
P
P
W
LOT 2
(E) VAULT
(E) GRAVITY SIDE
SEWER LINE
P R O P E R T Y L I N E 6 1 .5 0 '
PROPERTY LINE: 30.32'
PROPERTY LINE: 30.16'(1) 9'x18'
PARKING
SPACE
5' - 1"5' - 5"
1
1
/
2
"
10
"
14
'
-
0
"
33
'
-
2
"
11
'
-
5
"
GRAVEL DRIVE
HILLSIDE (+/-45% SLOPE)
SECOND LEVEL
OVERHANG
(1) 9'X18'
PARKING
SPACE
CONCRETE
PAD (253 SF)
AIR TO WATER
HEAT PUMP
(E) SEWAGE PUMP
BASIN, TO REMAIN
PROPOSED GRINDER
PUMP / BASIN WITH
TRAFFIC BEARING LID
W
W
W
PROPOSED WATER
LINE, TIE INTO
EXISTING WATER MAIN
(E) WATER LINE
SS
SS
SSSSSS
SS
10' - 0" MIN 10' - 0" MIN5' - 0" MIN
5'
-
0
"
M
I
N
PROPOSED GRINDER PUMP
/ BASIN FOR PARCEL
932200701 WITH TRAFFIC
BEARING LID
5'
-
0
"
M
I
N
SS
PROPOSED
CONNECTION TO
COMMUNITY SEPTIC
DS
DS DS
DS
DS
SS
125 GAL.
PROPANE TANK
SEPTIC WAIVER
2' - 6" PER
BEACH
11' - 11"
X X
X
X
X
X
SILT FENCE PER
BMP C233
DATE:
Simon T. Little / 360.344.8385
simon@studio−stl.com
www.studio−stl.com
Office: 1044 Lawrence Street
Mailing: PO Box 1786
Port Townsend WA 98368
PERMIT SET:
REV 1 07/29/2021 A1.1
SITE PLAN (11x17)
07/29/2021
Zagula Cabin
PARCEL: 932200702
Unassigned Address
06/17/2021
BECKETT POINT FISHERMEN'S CLUB
JOHN AND TERRI ZAGULA
SITE ADDRESS UNASSIGNED
932200702PARCEL NUMBER
RR-20ZONING
IMPERVIOUS AREAS
SITE AREA:APPROX. 0.04 ACRES / 1,742.4 SF
HOUSE FOOTPRINT 622 SF
HOUSE ROOF AREA 664 SF
PARKING PAD*200 SF
TOTAL IMPERVIOUS AREA 864 SF (49.6%)
*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
GENERAL NOTES
A. EXISTING PROPERTY LINES, BUILDINGS, AND
TOPOGRAPHY ESTABLISHED FROM A SURVEY BY
NTI SURVEYING DATED 9/21/2020 AND BECKETT
POINT FISHERMAN'S CLUB ASSESSOR PLAT BY
WEST SOUND ENGINEERING, INC. DATED 2008.
B. REFERENCE VICINITY MAP ON A0.1 FOR
CONTEXTUAL SITE INFORMATION
C. STORMWATER STRATEGY TO FOLLOW EVERGREEN
ENGINEERING SERVICES' RECOMMENDATIONS,
OUTLINED IN A LETTER DATED 07/23/21:
DOWNSPOUTS ARE TO DISCHARGE ONTO COARSE
GRAVEL DISPERSION PADS AT THE GROUND
SURFACE PAIRED WITH A SPLASH BLOCK.
DISPERSION PAD TO CONSIST OF DRAIN ROCK,
CRUSHED ROCK, WASHED OF FINE MATERIAL,
SEVERAL INCHES DEEP COVERING 3-6 SF
EXTENDING FROM DISCHARGE POINT IN THE
DIRECTION OF DOWNHILL FLOW, TYPICALLY TO THE
SOUTHWEST.
1" = 10'-0"1 SITE PLAN
N O R T H
PARCEL 932200702 NEIGHBORING
PARCEL 932200701
LEASEE
NEIGHBORING
PARCEL 932200703
1
Aug 04 2021
Sep 27 2021