21-104018-UP-Approved Site PlanSHEET:
STATUS:32108 39TH AVE SBID UPDATEPRELIMINARYDRAWINGS NOT FOR APPROVAL, PERMIT,OR CONSTRUCTIONA1.0
ISSUED:SITE PLANWATSON'S NURSERY RESTROOMFEDERAL WAY, WA 98001DATE:
2022.03.09
DRAWN:
JMD
JOB #:
21-009
NAME:
WATSON'S 253.686.4677john@studiodorsey.com8706 92nd StreetGig Harbor, WA 98332studiodorseya r c h i t e c t u r e1. THIS IS NOT A SURVEY. ALL DIMENSIONS, TOPOGRAPHY, CRITICAL
AREAS, AND ENVIRONMENTALLY SENSITIVE AREAS TO BE VERIFIED
ON SITE. NO LIABILITY IS ASSUMED FOR VARIATIONS ASCERTAINED
BY ACTUAL SURVEY.
CONCRETE OR ASPHALT DRIVEWAY
BUILDING OUTLINE
PROPERTY LINE
PROPERTY SETBACK LINE
EXISTING PRIMARY CONTOUR LINE
EXISTING SECONDARY CONTOUR LINE
NEW PRIMARY CONTOUR LINE
NEW SECONDARY CONTOUR LINE
SEDIMENT CONTROL FENCE
FENCE
PERIMETER STORM DRAIN
SEPTIC OR SEWER LINE
WATER LINE
GAS LINE
OVERHEAD POWER LINE
UNDERGROUND POWER LINE
K in g C o un t y, E a g le Vi ew Te c h no l o g ie s, In c .
Kin g C ou n ty iM ap
Da te : 5 /1 7 /2 0 2 1
No te s:±Th e in fo r m a ti o n in clu d e d o n th is ma p h a s b ee n c o m p iled by K i n g Co u n ty st af f fr o m a va r iet y of s ou r ce s a n d is su b jec t tochange w ith o ut n o tic e. K in g Co un t y m ak e s n o r e p r e se n ta tio n s o r wa r r a nt ie s, e xp r es s or im p lied , a s to a cc u ra c y,co mp let e n es s, tim e lin e ss, o r r ig h ts t o th e u se of s uc h in fo r m a ti o n . Th is d o cu m en t i s n ot in te n d e d fo r u s e a s a su rve yproduct. K in g Co u n ty sh a ll n o t b e lia ble fo r a n y g e n e ral, s pe c ial, in d ir ec t, in cid e nt a l, o r co n se q ue n tia l da ma g e s i nc lu din g ,bu t n o t lim it e d to , lo st r e ve n ue s o r lo st p r o fits re su ltin g f ro m t he u se o r m is u se o f th e in fo r m a t ion co n ta i n ed o n th i s m a p .An y sa le o f th is m a p o r in fo r m a t i on on th is ma p is pr o h ib ite d e xc ep t b y w ritt en pe r mis sio n o f K in g Co un t y.
Leg en d
Ad dr es s p oint s
Ad dr es s la bels
Pa rc els
in de x c on to ur s - 1 00foot
co nt ou rs - 5 fo ot(be low 100 0 f ee t) a nd10 f oo t
(EX) GRAVEL
RETAIL AREA:
21,659 sq ft
10'-0" MIN
796 sq ft
LANDSCAPE
AREAS
7,056 sq ft
454 sq ft
(EX)GRAVEL
PARKING
AREA:
4,189 sq ft
(EX) ASPHALT PAVED
AREA: 10,522 sq ft
190 sq ft OF DISTURBED
ZONE: RS9.6
ZONE: RS9.6
ZONE: BN - NEIGHBORHOOD BUSINESS
20' SETBACK BETWEEN BN
AND RESIDENTIAL PER
FWRC 19.125
S 320TH S
MILITARY ROAD S3
9
TH AVE S10 (EX) + 1 PROPOSED
11 (EX)
8 (EX)
ZONE: BN - NEIGHBORHOOD BUSINESS
UNINCORPORATED
KING COUNTY
UNINCORPORATED
KING COUNTY
ZONE: RS9.6
ZONE: RS9.6
7 (EX)
HC
1 (EX)FLOW.
21'-6"
CONCRETE PAD: 74 sq ft
BUILDING FOOT PRINT: 149 sq ft
RESIDENTIAL AREA: 6,126 sq ft
1,336 sq ft
104 sq ft OF DISTURBED
PROPOSED STRUCTURE:
(2) SINGLE OCCUPANT
RESTROOMS W/ STORAGE
(EX) HOOP GREEN
HOUSE AND RETAIL
STRUCTURE
11,466 sq ft
(EX) SINGLE
FAMILY RESIDENCE
(EX) PARKING LOT ENTRANCE
420'430'425'
430'
425'
420'
415'
415'
410'
410'
(EX) CONC SIDEWALK, TYP
(EX) PARKING STALLS, TYP UNO
(EX) LANDSCAPE
(EX) GAS STATION
(EX) GAS STATION
(EX) GAS STATION
(EX) SEWER MAIN
(EX) WATER MAIN
PROPOSED SEWER
CONNECTION
CONNECT WATER TO
(EX) STRUCTURE
COMMERICAL AREA: 51,522 sq ft
TOTAL SITE AREA: 57,648 sq ft
ADD ONE ADDITIONAL
PARKING STALL
9'-0" x 18'-0" BEYOND
WHAT IS EXISTING
TOTAL REPLACED
IMPERVIOUS SURFACE:
149+74=
223 SF
(MAX 5,000 SF)
TOTAL DISTURBED
223+104+190=
517 SF
(MAX 7,000 SF)
C.1 SIMPLIFIED DRAINAGE REVIEW REQUIREMENTS:
THE PROJECT RESULTS IN LESS THAN 7,000 SF OR MORE OF LAND
DISTURBING ACTIVITY AND LESS THAN 5,000 SF OF NEW PLUS REPLACED
POLLUTION GENERATING IMPERVIOUS SURACE.
1. APPLY FLOW CONTROL BMPs TO DEVELOPED SURFACES
SEE SECTION C.1.3 (pg. C-16)
LARGE LOT BMP REQUIREMENTS (SITE > THAN 22,000 SF)
2. APPLY ERROSION AND SEDIMENT CONTROL (ESC) MEASURES TO
DISTURBED AREAS DURING COSNTRUCTION AND APPLICABLE
STORMWATER POLLUTION PREVENTION AND SPILL CONTROL (SWPPS)
MEASURES.
SEE SECTION C.1.5 (pg. C-30)
ROOF RAIN GUTTER TO FLOW BY LEADER
DIRECTLY INTO SMALL CATCH BASIN AND
10' DISPERSION TRENCH PER FIGURE
C.2.4.B. PROVIDE 25' MIN VEGETATED
FLOW PATH WITH 320 SF NEW NATIVE
VEGETATION.
SILT CONSTRUCTION FENCE
PER C.3.6
430'
PROVIDE STABALIZE CONSTRUCTION
ENTRANCE AS REQUIRED PER C.3.1
(EX) ELECTRICAL
METER AND BREAKER
$+
")")
"
")
")
")
")")
")
")")
")"
")
")
")
")
"
")")
")")
")")
")
"
"
"
5515600047
3810
5515600048
3820
5515600046
3910
1021049065
31980
1521049166
2368000040
32108
2368000070
3802
2368000065
3812
2368000060
3820 2368000051
3828
1521049177
32002
1521049078
32200
2368000105
32105
2368000110
3817
2368000115
3811 2368000100
32111
2368000035
32116
2368000095
32117
2368000030
32122
2368000075
3810
2368000080
3818
2368000090
32125
2368000025
3914
2368000020
3906
2368000085
32131 39TH AVE SMILITARY RD SS PEASLEY
CANYON RD
S 321ST ST
S 322ND ST
S 320TH ST
M08
M09
8 " D I
CHEVRON AT
MILITARY RD SME
6313011
King County
ARCO AM/PM
6317013
8"
DI8" DI
12"
AC
8"
DI
12" AC
8" AC
8"
DI
8"
DI
12" AC
8"
DI
6" AC6"
AC
4" AC
8"
DI8" DI
12" DI
12" DI8"
DI
8" AC
8"
DI
8 " D I
8" DI
8 " D I
8" DI12" DI8
"
A
C
8"DI8 "
D I
12" AC8" DI 12" DI8"
DI 12" DI8 " D I
12" AC4" AC
8" AC
8" DI
1 2 " A C
12" AC
8" DI 8" AC12" AC8 "
P V C
24" DI
24" DI
6" P
V
C
8" PVC
8" PVC
8" DI
24" DI
0 200100
Feet
NOTE: Lakehaven Water and Sewer
District neither warrants nor guarantees
the accuracy of any facility information
provided. Facility locations and conditions
are subject to field verification.p5/7/2018 BIA
Ex.
Hydrant
Ex. WtrSvc 25607
5/8"x3/4" Meter
Ex.
Hydrant
Ex. 6" Sewer
Svc Stub
9+/- ft deep
1
2
1
1
1
1
2
SCALE: 1" = 40'
SITE PLAN & SIMPLIFIED DRAINAGE PLAN
0 20'40'80'NOT TO SCALE
UTILITY PLAN
PROJECT SITE
2022.02.16
2022.04.05
NORTH
FLOOR PLAN NOTES
FLOOR PLAN LEGEND
IMPERVIOUS SURFACES CALCULATION
VICINITY MAP
SITE AREA: 57,648 SF
RESIDENTIAL AREA: 51,522 SF
COMMERCIAL AREA: 6,126 SF
(EX) RESIDENCE FOOTPRINT: 1,386 SF
(EX) CONC. DRIVEWAY AND CARPORT : 696 SF
(EX) CONC. PATIO: 454 SF
(EX) LANDSCAPE AREAS: 7,056
(EX) ASPHALT PARKING AREA: 10,522 SF
(EX) GRAVEL PARKING AREA : 4,189 SF
(EX) CONCRETE WALKWAY: 145 SF
(EX) COMMERCIAL BUILDING: 11,466 SF
(EX) GRAVEL RETAIL AREA : 21,659 SF
PROPOSED CONC. SLAB: 76 SF
PROPOSED RESTROOM BUILDING: 144 SF
5,368 SF / 51,522SF
= 87.8% IMPERVIOUS LOT COVERAGE
WATSON NURSERY RESTROOM
PARCEL #: 2368000040
PROJECT TEAM
ARCHITECT:
JOHN DORSEY AIA, LEED AP
STUDIO DORSEY ARCHITECTURE
8706 92ND ST NW
GIG HARBOR, WA 98332
(253) 686-4677
john@studiodorsey.com
LEGAL DESCRIPTION :
EQUITYS UPLANDS ADD DIV #1 LOTS 5 & 6 TGW POR LOTS 7 & 8 LY ELY OF A LN
DAF - BAAP N 87-17-23 E 104.25 FT FR NW COR SD LOT 8 & TPOB OF SD LN TH S
0-06-41 E TO SWLY LN OF SD LOT 7 & TERMINUS OF SD LN - LESS POR FOR RD
PARCEL NUMBER : 236800-0040
NAME: HCM FEDERAL WAY LLC
SITE ADDRESS: 32108 39TH AVE S 98001
PROJECT INFORMATION
PROJECT DESCRIPTION:
157 SF RESTROOM. (2) SINGLE OCCUPANT ACCESSIBLE RESTROOMS .
INCLUDES (2) HIGH LOW DRINKING FOUNDATIONS AND STORAGE ROOM.
BUILDING IS BUILT OVER PREVIOUSLY GRADED GRAVEL AREA WITHIN RETAIL
AREA.