16-103452 (2)a �n
0
N
MBELMOR PARK GOLF COUNTRY CLUB REMODEL DDITION
2101 S 324TH ST
FEDERAL WAY, WA 98003
PROJECT INFORMATION
PROJECT ADDRESS: 2101 South 324th Street, Federal Way, WA
NUMBER OF STORIES: One Story with Partial Basement Under
PARCEL NUMBER: 1621049037
SCOPE OF WORK
1 Remodel Existing West Wing Administrative Space
2 Add New Amenity Spaces
• New Billiards Room
• New Card Room
• New Activities Office
• New Storage Space
• New Mens & Womens Restrooms
• New Circulation Cooridor
• New Fitness Space
3 New Site Work
• New Storm Drainage Modifications
• New Fire Hydrant and Water Line
• New Catch Basin
• Replace Existing Transformer
• Consolitate 2 Existing Gas Meters Into 1 Gas Meter.
• Modify/Relocate Existing Underground Utilities in
New Construction Area
ADDITIONAL INFORMATION
1 Construction Type: V-B
2 Occpancy: A-3
3 Building Area Calculations Area (SF)
• Existing Main Floor including Swimming Pool 8,936
• Existing Partial Basement (not included) 1,470
• New Main Floor Addition 3,709
• New Main Floor Gross Area 12,645
4 Pebble Beach Land Area (including Pebble Beach Road) 105,390
TEAM CONTACT INFORMATION
COMPANY / PERSONNEL RESPONSIBILITY
PHONE EMAIL
BELMOR GOLF & COUNTRY CLUB
Tyler Flint
General Manager
253.405.2503
tflint@hynesnet.com
Ben Nelson
General Manager Emeritus
425.275.6690
bnelson@hynesnet.com
Bill Hagan
Owner's In -House Construction Representative
770.329.8956
bhagan@hynesnet.com
AKS ARCHITECTURE
Robert Koch
Project Architect
206.954.9505
robertkoch1@me.com
Colleen Erskine
Project Manager
206.299.1815
colleene@aksinc.com
SW ENSON SAY FAG ET
Blaze Bresko
Project Structural Engineer
1206.956.3735
bbresko@ssfengineers.com
ABBEY ROAD GROUP
Mike Sippo
Project Civil Engineer
1253.435.3699
michael.sippo@abbeyroadgroup.com
GEOTECH CONSULTANTS
Marc McGinnis
lGeotechnical Engineer
4725,747.5618
bg—rcm geotechnw.com
DRYCO SURVEYING
Phil Sargent
ISurveyor
1253.826.0300
dryco@drycosurveying.com
FEDERAL WAY BUILDING DEPARTMENT
Stacey Welsh
Senior Planner
253.835.2634
stacey.welsh@cityoffederalway.com
Kevin Peterson
Engineering Plans Reviewer
253.835.2734
kevin.peterson@cityoffederalway.com
Grace
Permit Center
253.835.2607
PUGET SOUND ENERGY
John Dickson
Gas Service PM
253.476.6455
iohn.dickson@pse.com
Roberta Marta
Electrical Service PM
253.395.6846
roberta.marta@pse.com
Hong Nguyen
Sr. Electrical Engineer Specialist
253.395.9604
hong.nguyen@pse.com
LAKEHAVEN UTILITY DISTRICT
Tim Osborne
Development Engineering Manager
253.945.1582
tosborne@lakehaven.org
Brian Asbury
Development Engineering Supervisor
253.946.5407
basbury@lakehaven.org
z
0
w
w
Q
� o
w
m w
�
�
O �
m Q
11-
M
BELMOR PARK GOLF A COUNTRY CLUB
VICINITY MAP
NOT TO SCALE
FROM SHEET A3
SHEET INDEX
Al Cover Sheet
A2 Expansive Site Plan
A3 Site Plan
V1 Topographic Survey
C1 Drainage, Grading, & Right of Way Plan
A4 Exterior Elevations
AS Material Board
A6 3D Images
DESIGN INTENT
New addition is to respect, compliment, and preserve the visual integrity of the G�
existing building with similar window arrangements, roof forms, materials, and o
landscaping.
Wa
JUL 18 2016
CITY OF FEDERAL WAY
CDS
C'7
C:)
O
00
Q
Q
cN Q
U W
�o
0
ILL!
tV L L-
IME
LU
Uj
X
DATE:
JULY 15, 2016
PROJ. No.: 201522
DRAWN BY: CE/JD
CHECKED BY: RCK
DRAWING NO:
A I
5 Zoning RM 3600
SHEET 1 OF 8
REFER TO SHEET A3 FOR ENLARGED
PROJECT SITE
PROPERTY LIMITS
EXISTING ON -SITE
610-FILTRATION STORM
DETENTION AREA
(APPROX. 1.6 ACRES)
EXISTING TRASH ENCLOSURE
TO REMAIN (FROM SHEET A4)
Q
O
Lu
N �>
~ M
Lu
O cl)
~
W
Y
N V
C/)
J
Y
c?
N
=
W
J
N
(O cop
U
O
J
W
N N
w
.-- N to
1- ti
gY �
Alm�.
k xe i a s
Z_
Ls
I
O
M Li
m CD
� Q
r.
• - r
-
H
EXPANSIVE SITE PLAN
SCALE: 1:150
0' 75' 150' 225' 300'
EXPANSIVE SITE PLAN NOTES:
PARCEL NAME:
PARCEL NO:
SITE ADDR[' S
TOTAL LOT ;IZ�E
BELMOR MOBILE HOME PARK LP
1621049037
2101 S 324TH ST
FEDERAL WAY, WA 98003
2,732,954 SF (62.8 ACRES)
RECEIVED
JUL 18 2016
CITY OF FEDERAL WAY
CDS
V
V
W6
A
0
0
9
19
Q co
O
L CD
m
H
0 U)
= Q
N _!
mj M <
U
W C
O
�— W
N LL
cn
ui
z
0
cn
� aaaaa
DATE:
JULY 15, 2016
PROJ. No.: 201522
DRAWN BY: CE/JD
CHECKED BY:RCK
DRAWING NO:
A2
Aw
SHEET 2 OF 8
_MAX BLDG HEIGHT 30'
(132'f)-------
_BLDG HEIGHT 22'—l" TO MID PT OF ROOF
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
EX PARAPET WALL � EX STANDING SEAM MTL ROOFING F EX CHIMNEY
1
EX SWIMMING POOL EX POOL EQUIPMENT ROOM `— EX D.S., TYP.
AVG BLDG ELEV _
EXISTING NORTH ELEVATION
SCALE: 1/8" = l'-O"
0' 5' 10' 20'
MAX BLDG HEIGHT 30' ® —
{132'f)
BLDG HEIGHT 22'—l" TO MID PT OF
EX LOCKER ROOMS EX WD BOARD &BATTEN SIDING, TYP. EX MAIN ENTRY
— — — — — — — — — — — — — — — — — — — — — —
EXISTING ROOF R II
EX FITNESS ROOM EX POTTERY ROOM
NEW WEST ELEVATION
SCALE: 1/8" = l'--O"
MECH WELL BEYOND
12
NEW
51 \
I
T.O. FITNESS RM PLATE 116f ---
- . — . — . — . — . — . . — — — . — — . — . — . — . — . — . — . —
T.O. CARD ROOM PLATE 115 ±
x
s
LO ✓s
I
00
MAIN FLOOR
loWl
:> NEW HALLWAY
AVG BLDG ELEV NEW RETAINING WALL NEW CARD ROOM
102'f -------------------------
NEW SOUTH ELEVATION
SCALE: 1/8" = l'-0"
MAX BLDG HEIGHT 30'
(132'±)----
BLDG HEIGHT 22'—l" TO MID PT OF ROOF_
(124,11f) — — STANDING SEAM MTL I
TO MATCH EX, TYP.
T.O. PLATE — — — — —
116'f MTL K STYLE GUTTER
2 TO MATCH EX, TYP.
c>
WD BOARD & BATTEN
MAIN FLOOR TO MATCH EX, TYP.
107'f ._W__ - — - ___._ .
AVG BLDG ELEV — __ — __ _ — —
102't
NtW I'IINtJJ KUUM tX JWIMMINb IrUUL
NEW EAST ELEVATION
SCALE: 1/8" = l'—O"
NEW 42" HIGH GUARDRAIL TBD AT
TOP OF WALL AS REQUIRED BY IBC
EX PINE TREE TO REMAIN, TYP.
—EX CHIMNEY
NEW FITNESS ROOM
FXyI;TlNr,
LA bLALINU
NEW
MECH WELL BEYOND r— STANDING SEAM MTL ROOFING TO MATCH EX, TYP.
NEW RETAINING WALL NEW FITNESS ROOM
TO BE COVERED W/
CLIMBING IVY, TYP.
EXISTING
EX OUTDOOR ENTERTAINMENT COURT
to t-'UUL tWUIV KUUM to LULKLKJ
LA MAIN LN I NT
MAX BLDG HEIGHT 30'
—BLDG HEIGHT 22'-1 " TO MID PT OF ROOF
STANDING SEAM MTL ROOFING TO MATCH EX, TYP.
MTL K STYLE GUTTER TO MATCH EX, TYP.
NEW WINDOW, TYP.
WD BOARD & BATTEN SIDING TO MATCH EX, TYP.
AVG BLDG ELEV
EX PARAPET WALL
ua
�-- EX MTL FENCE
EX MTL & GLASS POOL ENCLOSURE
EX SWIMMING POOL
GENERAL NOTES:
1. REFER TO SHEET Al FOR DESIGN INTENT.
2. ALL NEW MATERIALS TO MATCH EXISTING.
3. REFER TO SHEET A5 FOR EXTERIOR MATERIALS & COLORS.
4. REFER TO SHEET A2 FOR EXISTING GARBAGE/RECYCLING FACILITY LOCATION.
5. EXISTING GARBAGE/RECYCLING FACILITY WILL REMAIN AS —IS.
W
>_}
ow
Cn
Yuj
N
tY
1N
ricv
z
`r(3�
t u
LL
A
0
rD
CD
Lco
0t�
_
N
—.
J
cr)
Wa)a
ca
N
LL
6. BUILDING HEIGHT CALCULATED IN ACCORDANCE WITH FEDERAL WAY REVISED
CODE 19.05.010 DEFINITION FOR AVERAGE BUILDING ELEVATION & FEDERAL
WAY REVISED CODE 19.05.080 DEFINITION FOR HEIGHT OF STRUCTURE. cli
LEGEND:
NEW WINDOW ---- DEMO
NEW ROOF NEW GRADE
NEW BOARD
& BATT SIDING
z
0
DATE.
JULY 15, 2016
PROJ. No.:201522
RCEIVED DRAWN BY. CE/JD
JUL 18 2016 CHECKED BY. RCK
CITY OF FEDERAL WA DRAWING NO.
CDS
SHEET 6 0E 8
EXISTING WOOD BOARD + BATTEN SIDING, NEW ADDITION TO MATCH
EXISTING STANDING SEAM METAL ROOFING, NEW ADDITION TO MATCH
EXISTING K STYLE GUTTER, NEW ADDITION TO MATCH
EXISTING POOL ENCLOSURE
EXISTING NORTH ELEVATION
EXISTING WEST ELEVATION
EXISTING SOUTH ELEVATION
EXISTING EAST ELEVATION
*AS REFERENCED ON SHEETA4
fLECEIVED
JUL 18 2016
,IT1( OF FEDERAL WA`�CDS
(0 a
d
�U)
01
Na
w
0
co
W
f3 CO
c i-Q
�
NO
J
d
a w
U) (n
f UL
um
J
0
r1w
r'71IIIIIIIIIIIIII
_<
�U)ry,
wa
aW
DATE:
JULY 15, 2016
■ PROJ. No.: 201522 ■
DRAWN BY: CE/JD
CHECKED BY: RCK
DRAWING NO:
A 5
SHEET 7 OF 8
1. CONCEPT WEST FACADE
2. CONCEPT SOUTH FACADE
3. CONCEPT WEST FACADE FROM ABOVE
4. CONCEPT WEST FACADE FROM BELOW
5. CONCEPT SOUTH FACADE FROM ABOVE
}
W
w
�
N �
F
/r 1 W
�:l v3
� co
rn
N V'
Le,
CC
M Cd
F
J
Y NLLi
g
M Ctl
S
c4 QD
fJ7 FF—
O
O � W
N N
J
'L
U) N
F LLY
ca
u
A
0
4�
00
a
0m a
r
C*Ni�
cr) W
W v- a
W� NLL-
0i
z
0
0
w<<44a<
DATE:
JULY 15, 2016
PROJ. No.: 201522
DRAWN BY: CE/JD
WEIVED
CHECKED BY: RCK
JUL 18 2016
DRAWING NO:
CITY OF FEDERAL WA
CDS A6
SHEET 8 OF 8
Surveying, Inc'
U27 MAIN
SUMNER,
253-826-0300
ST. SUITE A
WA 98390
Fax 253-826-9703
IL
4
SURVEYOR'S CERTIFICATE. -
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH
THE REQUIREMENTS OF THE SURVEY RECORDING ACT.
r.,
EQUIPMENT & METHODOLOGY
TOPCON TOTAL STATION & HP 48 DATA
COLLECTOR.
FIELD TRAVERSE CLOSED ON AND/OR BALANCED
AGAINST OTHER SURVEYS OF RECORD.
THE POSITIONAL UNCERTAINTY FOR ANY PHYSICAL
POINT ON THIS SURVEY RELATIVE TO ANY OTHER
PHYSICAL POINT ON THIS SURVEY, INCLUDING
LEAD-IN COURSES, IS LESS THAN 0.07 FEET + 50PPM.
11", Jill
IN
�I
GRAPHIC SCALE 1"=20'
TREE
TREE
1
2
21 CEDAR
11 " & 17 CEDAR
TREE
3
14" FIR
TREE
4
8" PINE
TREE
5
8" WILL 0 w
TREE
6
8" CHERR Y
-,-OR: BeIrnor
Fork
Mobile Horne Fork
n
Country Club
LEGEND
EO
POWER
HANDHOLE
Q
POWER
TRANSFORMER
STREET
LIGHT
®
PHONE
OR CABLE PEDESTAL
C
FIRE HYDRANT
WATER
VALVE
�(
WATER
METER
CATCH
BASIN OR INLET
5
STORM
DRAIN MANHOLE
SEWER
MANHOLE
o
CLEAN
OUT
V
GAS METER
0 GAS VALVE OR GAS LINE MARKER
® IRRIGATION CONTROL OR VALVE
PINE TREE
P OVER HEAD ELECTRIC LINES
-171 EDGE OF PAVEMENT
X CHAIN LINK OR WIRE FENCE
,- G GASLINE
W WATERLINE
—Sp STORM DRAIN
— S SANITARY SEWER
BUILDINGS
APPROXIMATE EDGE OF LANDSCAPING
j CONCRETE
BELMOR
2101 S.
FEDERAL
PARK
324th ST.
WAY, WA 111D
JUL 18 2016
DRAWN: SCALE: 1" =CD�0,
DATE SURVEYED: May 2016 APPROVED:
DATE PRINTED: 5/19/2016 JOB No:2016025
DRAWING NO:
V1
G. PHIL SARGENT
5-19-2016
P.L.S. 34145
SHEET 4 OF 8
ENCL (2): SHEET A3 - ARCHITECTURAL SITE PLAN
ti
SITE PLAN NOTES
EX GRASS TO REMAIN, TYP.
2� EX PARKING TO REMAIN, TYP.
3� EX CONC. WALK TO REMAIN, TYP.
4/ EX LANDSCAPING TO REMAIN, TYP.
D EX MOVABLE STORAGE SHEDS TO BE RELOCATED
EX RIVER ROCK TO REMAIN, TYP.
> EX LANDSCAPE TO BE REMOVED FOR NEW ADDITION.
8� EX CABLE TV PEDESTAL & PORTION OF EX CABLE TV
LINE TO BE REMOVED/RELOCATED.
EX GAS METER TO BE REMOVED.
EX GAS LINE TO BE REMOVED.
11 EX PSE TRANSFORMER TO BE REMOVED.
1� EX PSE PRIMARY ELEC SERVICE TO BE REMOVED.
13 NEW PSE TRANSFORMER, EXACT LOCATION TBD.
NEW PSE PRIMARY ELEC SERVICE, EXACT LOCATION
TBD.
15 NEW SECONDARY ELEC SERVICE TO BLDG, EXACT
LOCATION TBD.
EX IRRIGATION SHED TO REMAIN, TYP.
17 NEW PSE GAS LINE FROM EX METER TO EX FIREPLACE,
EXACT LOCATION TBD.
1� EX ELEC HAND HOLE &SERVICE TO BLDG TO BE
REMOVED.
19 NEW RETAINING WALL, REFER TO GRADING & DRAINAGE
PLAN. 42" HIGH GUARDRAIL TO BE PROVIDED ON TOP
OF WALL AS REQUIRED PER IBC. LANDSCAPING TO BE
PROVIDED IN FRONT OF WALL.
PROJECT INFO
REFER TO SHEET Al FOR ADDITIONAL PROJECT INFO
PARCEL NO: 1621049037
LOT AREA: 105,390 SF± (WITHIN PEBBLE BEACH CIRCLE ONLY)
20 NEW PSE PRIMARY ELEC SERVICE TO REUSE EX
UNDERGROUND CONDUIT. EX PRIMARY LINE TO BE
REMOVED FROM CONDUIT.
21 EX ROCKERY TO REMAIN.
22 NEW CABLE LINE RELOCATED, LOCATION TBD.
23 EX GAS METER TO REMAIN.
EX ELECTRIC GATE & FENCE TO REMAIN.
ImWATAN, ME
.y.. , .m 2 ..
NEW ELECTRICAL METER PER PSE, BELOW AT
BASEMENT EXTERIOR WALL.
28 NEW POST INDICATOR VALVE, EXACT LOCATION TBD.
REFER TO GRADING & DRAINAGE PLAN.
29 NEW FIRE DEPT CONNECTION, EXACT LOCATION TBD.
REFER TO GRADING & DRAINAGE PLAN.
30 NEW ROOF DRAINS TO CONNECT TO NEW CATCH BASIN,
REFER TO GRADING & DRAINAGE PLAN.
31 STORM DRAINAGE CONNECTION TO EXISTING. REFER TO
GRADING & DRAINAGE PLAN.
32 STORMWATER L.I.D. BMP AS REQUIRED. REFER TO
GRADING & DRAINAGE PLAN.
33 EX GATE & FENCE TO REMAIN.
34 EX C-12" DBH TREE TO BE REMOVED.
TOTAL EXISTING PARKING STALL COUNT: 24 EXISTING STALLS. NO NEW
PARKING PROVIDING & NO EXISTING PARKING REMOVED.
TOTAL GROSS FLOOR AREA:
EXISTING MAIN FLOOR 8,936 SF
EXISTING BASEMENT 1,352 SF
NEW ADDITION MAIN FLOOR 3,709 SF
TOTAL 13,997 SF
EXISTING ON -SITE PEDESTRIAN SQUARE FOOTAGE: 5,094 SF±
CRITICAL AREAS: NO EXISTING STREAMS, PONDS, WETLANDS, OR OTHER
CRITICAL AREAS ARE ON OR WITHIN 200 FEET OF THE AREA OF WORK
PER FWRC TITLE 14 CHAPTER 30 "CRITICAL AREAS."
TREES:
EXISTING TREES TO BE REMOVED:
(2) C-12" DBH x 1.5 TREE UNITS = 3 TOTAL TREE UNITS
REFER TO SHEET Vl FOR EXISTING TREE TYPES AND SIZES.
NEW REPLACEMENT TREES TO BE PROVIDED:
(3) SMALL CANOPY EVERGREEN X .5 TREE UNITS + (3) SMALL CANOPY
DECIDUOUS X .5 TREE UNITS = 3 TOTAL TREE UNITS
EXACT LOCATIONS OF NEW TREES TBD. BUILDING PERMIT DRAWINGS WILL
SHOW LOCATIONS.
LEGEND:
E EX ELECTRICAL LINE
G EX GAS LINE
V— EX WATERLINE
SD-- EX STORM DRAIN
Ss EX SANITARY SEWER
\
vlv U.-r.Iv IIIL IVL.rr rwUlIIvly YIILL IvvI I\LWUII\L
I IMI rr NLVV
T
EX
CABLE TV LINE
\ 0�
(ADDITIONAL) FIRE HYDRANT BE INSTALLED. PER
THE 2015
EX
FENCE
X
�00
INTERNATIONAL FIRE CODE APPENDIX B TABLE
CONSTRUCTION 11,301-13,400 SQUARE FEET
B105.1(2), TYPE 5B
WILL REQUIRE 3,000
0
EX
CLEAN OUT
GALLONS OF WATER PER MINUTE, MINUS 50%
FOR SPRINKLERS
EO
EX
POWER HANDHOLE
N
SITE PLAN
EQUALS 1,500 GALLONS PER MINUTE. ALSO
C TABLE 102.1 SHOWS
IN THE CODE, APPENDIX
EX
TREE
A FLOW OF 1750 OR
LESS REQUIRES ONE
SCALE: 1:20
FIRE HYDRANT. THE HYDRANT AT THE NORTH
END OF THE BUILDING
EX
STREET LIGHT
WOULD QUALIFY BASED ON THE WATER AVAILABILITY YOU PREVIOUSLY
G
EX
GAS METER
SUBMITTED."
0' 5' 10' 20' 40'
0
EX GAS VALVE
0
EX WATER VALVE
EX WATER METER
EX FIRE HYDRANT
OEX
SEWER MANHOLE
CB
EX CATCH BASIN
EX IRRIGATION CONTROL
EX CONC. PEDESTRIAN WALK
EX LANDSCAPE
vv DEMO PHONE/CABLE PEDESTAL
DEMO POWER TRANSFORMER
L--- J
- E DEMO ELECTRICAL LINE
VICINITY MAP
REFER TO SHEET Al FOR VICINITY MAP &
SHEET A2 FOR MORE EXPANSIVE SITE PLAN
TREES ADDITIONAL INFO:
PER EMAIL FROM STACEY WELSH DATED JULY
23, 2016:
"FOR THE TREE REMOVAL, DETERMINE THE DBH
AND THE NUMBER OF TREE UNITS THE THREE
TREES TO BE REMOVED EQUATES TO AND
INDICATE THAT AN EQUIVALENT NUMBER OF
TREE UNITS WILL BE PROVIDED WITHIN THE
DEVELOPMENT AREA (CIRCLE). SINCE THE TREE
REMOVAL IS MINOR, IF YOU KNOW THE
LOCATION OF REPLACEMENT PLANTINGS SHOWN
THEM ON THE USE PROCESS SITE PLAN OR
MAKE A NOTE. THE PLANTING LOCATIONS MUST
BE SHOWN ON THE PLANS AT THE BUILDING
PERMIT STAGE. YOU ARE CORRECT, SCREENING
OF SITE UTILITIES APPLIES IN THE FRONT
YARD."
G— DEMO GAS LINE
T DEMO CABLE TV LINE
DEMO LANDSCAPE
--------
DEMO CONTOUR
S^ '
DEMO TREE
aNEW
POWER TRANSFORMER
E
NEW ELECTRICAL LINE
T
NEW CABLE TV LINE
,p_.
NEW STORM DRAIN
%__ NEW WATER LINE
G--- NEW GAS LINE
CB
NEW CATCH BASIN
®
NEW ELEC METER
NEW POST INDICATOR VALVE
NEW FIRE DEPT CONNECTION
NEW BUILDING ADDITION
NEW CONTOUR
N �
M
Oco
Q
Y
W
to M
co
Cj J
cli
=
?j �O J
tND
DWG
(0<
W
N N
Q
co co
�LI:
V
V
u.
J
0
0co =Q
N J
mj CO Q
W �' W
mo Lu
N LL
Z
a
J
a.
W
I
cc
J
a
V
Lu
DATE:
JULY 15, 2016
PROJ. No.: 201522
DRAWN BY: CE/JD
CHECKED BY: RCK
DRAWING NO:
A3
SHEET 3 OF 8
COMMENT Cl: #5*
These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land
Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.
These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental
agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.
These plans, drawings, specifications and other documents are conceptual only and are preliminary. They should be considered
informational only and incomplete. Do not rely upon them until they are finalized.
SEWER:
LAKEHAVEN UTILITY
DISTRICT
31627 1 ST AVE S
FEDERAL WAY, WA 98003
(253)941-1516
WATER:
LAKEHAVEN UTILITY
DISTRICT
31627 1 ST AVE S
FEDERAL WAY, WA 98003
(253) 941-1516
VICINITY MAP
UTILITIES
CABLE:
COMCAST
31423 PACIFIC HWY S
FEDERAL WAY, WA 98003
(253)200-4191
PUGET SOUND ENERGY
MILWAUKEE AVE. E
PUYALLUP, WA 98372
(360) 475-2045
TELEPHONE:
CENTURY LINK
3500 S MERIDIAN T5
PUYALLUP, WA 98373
1-800-566-3009
REFUSE:
WASTE MANAGEMENT INC
701 2ND ST NW
AUBURN, WA 98001
(253)833-3333
FIRE: SCHOOL: GAS:
SOUTH KING FIRE & RESCUE FEDERAL WAY #210 PUGET SOUND ENERGY
31617 1 ST AVE S 33330 8TH AVE S MILWAUKEE AVE. E
FEDERAL WAY, WA 98003 FEDERAL WAY, WA 98003 PUYALLUP, WA 98372
(253)839-6234 (253)945-2000 (360)475-2045
PHASING
NO PHASING HAS BEEN PROPOSED. THE PROJECT IS ANTICIPATED TO BE COMPLETED
UPON PERMIT APPROVALS AND ALSO AS SPECIFIC TENANTS ARE DETERMINED.
EXISTING CONDITIONS LEGEND
O
POWER HANDHOLE
POWER TRANSFORMER
STREET LIGHT
®
PHONE OR CABLE PEDESTAL
FIRE HYDRANT
a
WATER VALVE
WATER METER
®
CATCH BASIN OR INLET
sV
STORM DRAIN MANHOLE
0
SEWER MANHOLE
o
CLEAN OUT
GAS METER
GAS VALVE OR GAS LINE MARKER
IRRIGATION CONTROL OR VALVE
PINE TREE
-
UNDERGROUND POWER LINES
-
BURIED TV CABLE
--- - - --
EDGE OF PAVEMENT
X
CHAIN LINK OR WIRE FENCE
- --
GASLINE
WATERLINE
- -
STORM DRAIN
SANITARY SEWER
�r _f
BUILDINGS
APPROXIMATE EDGE OF LANDSCAPING
CONCRETE
ASPHALT
-
GRASS LANDSCAPE
IMPERVIOUS SURFACES
EXISTING IMPERVIOUS SURFACES:
EX. CLUBHOUSE ROOF
10,812 SF
EX, CONCRETE WALK
2,291 SF
EX, COURTYARD
964 SF
EX. ASPHALT WALK
214 SF
EX. OUT BUILDING
74 SF
EX. TOTAL
14,355 SF
PROPOSED IMPERVIOUS SURFACES:
NEW ROOF ADDITION
4,009 SF
PROPOSED TOTAL
4,009 SF
EX. + PROPOSED TOTAL 18,364 SF
BELMOR PARK GOLF & COUNTRY CLUB
SEC 16 / TWN 21 N / RGE 04E
PRELIMINARY DRAINAGE, GRADING &UTILITY PLAN
USE PROCESS II SUBMITTAL
,_______-_-__`;
\f \l / �J
4
*REVISIONS NOTE: 4" CUT—INW y W ~`W
REVISION REFERENCES PERTAIN TO THE CITY CONNECTION TO�,�,��..�� W W W v
OF FEDERAL WAY USE PROCESS II REVIEW EX. WATER MAIN E W W_ ,,✓ f
TESC/SWPPP NOTE:
TEMPORARY EROSIONS AND SEDIMENT CONTROL (TESC) AND STORMWATER POLLUTION
PREVENTION PLAN MEASURES (SWPPP) WILL BE PROVIDED IN FINAL ENGINEERING DESIGN AND
WILL INCLUDE MEASURES INCLUDING (BUT NOT LIMITED TO): DUST CONTROL, SEDIMENT
CONTROL, CONSTRUCTION ACCESS, CONCRETE SLURRY COLLECTION AND DISPOSAL,
STORMWATER TREATMENT, CONSTRUCTION HOURS AND NOISE REDUCTION, PERIMETER
FENCING, TREE PROTECTION AND THE USE OF A CERTIFIED EROSION CONTROL LEAD (CESCL).
/ \ UGP ------
/ UGP
°
/ --
LETTER DATED JULY 27, 2016.
W WW
k APPROXIMATE LIMITS OF } W W W y W
! WORK/CLEARING LIMITS �/ W Iw wl t� W v W w W W y 1
(TO BE DETERMINED ON
FINAL ENGINEERING
DESIGN.
JCOMMENT Cl: #1* W��}WW WWWWW IWWW WWW W W WW W WW�WWVWvy�yi!v
WW °a °
W W NEW FIRE DISTRICT
CONNECTION (FDC) w
_ — CONCEPTUAL LOCATION
-- AS REQUIRED BY FIRE j a W W W W wGO
W /
r MARSHAL & LAKEHAVEN r\
W p /
UTILITY DISTRICT W W y W WWW W W W W
W
°
4" FIRE -/ °
d ( LINE \ ° w W W W W y W 1' y y W W F' y W W -1,`
U
W
�• vW �vJ /i� �C � / •��I �I�i I � ° W W W W W W W � %�WWyW W % W .YW WW,.W W W\WW �,/
WjV
4°
NEW POST INDICATOR VALVE, - , A, W
W W y (PIV) CONCEPTUAL LOCATION
w AS REQUIRED BY FIRE v v\
MARSHAL & LAKEHAVEN. W GE W W W �\W ��
<�� SF y A\
yc� UTILITY DISTRICT W y W 4 /• �}T '0'� ` W
'
d NEW DOUBLE CHECK P�R�P0 O?� �-�
O \ VALVE ASSEMBLY ` �v & 1 y w W W\ W w
EX. CB #1
RIM=97.7
2" CONC. (SW)=94.5
6" CONC. (E)=94,6
S 7 CONCEPTUAL LOCATION16 �t0�. _ NEW PRIMARY TO
AS REQUIRED BY FIRE w
v1 W W \W W RUN THROUGH
CONCEPTUAL FIRE LINE W
MARSHAL & LAKEHAVEN- - CONNECTION &FDC OUT � ° 2 SrS
W " \ W W \ W 1 $6 \ 0- EXISTING CONDUIT
r UTILITY DISTRICT , ` J
FROM SPRINKLER ° GAS METER \ HERE
\�\ ` CONTROL ROOM A
UPGRADED AS
�51�_._��� a I * NE° CESSAWRY
WALL W °
DAYLIGHTS EX. ELECTRIC METER,
INTO NEW GAS METER & W W WW uWW y WW �w W
HANDHOLE TO BEC0MME�T� FOUNDATION O REMOVED/RELOCATED
W WW SD W WW v (I W� /r\r\ d w W W W
WWTW=106.0
W .Y W �W BWB=W1-009.80.0
W W =t8 0' aSHOULD THE EXISTING CB BE H
AFFECTED BY THE NEW RETAINING °TW=06.0 °WALL AND NEW ADDITION, \om
ADDITIONAL INFORMATION ABOUT �► W W W W y y✓ y �WW/v IW W
y Wy',W v 1II /
"
CUTTING AND CAPPING WILL BE
THE RELOCATION OF THE MAIN OR T H=t6.0' ELECTRIC CONNECTIONS
L ""'"" I _ UNDER BUILDING TO ° -- W a
IMMEDIATELY SUBMITTED TO AND W W W W W EQUIPMENT & ELECTRIC Xy y W y Tw W W y W W W W UG�W W W v REROUTE EX.
COORDINATED WITH THE PROJECT'S
I vW WW
CONTROLROOM
WCwyW y W fy UNDERGROUND Q
ASSIGNED BUILDING INSPECTOR. POWER
NEW
TRANSFORMER ADDITION
i
EX.
RIMC 96 s / ... FFE 107.01
IE 6" CONC. (W)=95.3'✓�C3P
W W
IE 6" CONC. (E)=95.6 / W �`W. W W W - E EELECTRIC
LE YTPiW
" CONC. (N)=95.5 0CPIE 4WW W W WW Wy y
yW W► WW W WW Wy . W Wv W
I —\C✓OMMENT Cl: #1*MER B 5E
TW=106Aw
BW=104.0 ' -
_
WW',vWV v v W W W v
WW Ky y\ °
COMMENTC1:#1* tG
W/W W W W V � APPR
OXIMATE OXIMATE LIMITS OF
WORK/CLEARING LIMITS
1 (0 BE DETERMINED ON
W WWW FINAL ENGINEERING
DESIGN.APPROXIMATE LIMITS OF iEX. TRANSFORMER
WORK/CLEARING LIMITS A TO BE REMOVED y yWWW
I\W Y
(TO BE DETERMINED ON
FINAL ENGINEERING 4-
t9J \
W�y W
y W %Wy �Wy DESIGN, D CATCH BASIN W y
y w
W W W W W W W W W W
ROOF DRAINS w y y y I W W .Y
CONNECT NEW
y �
�. y W ` WALL W
8 MAX. HEIGHTDAYLIGHTS �, .,., W �.
/ \
s Wv �. w\ vIWW w�G v WWWW yWW, . W NEW RETAININ\W W �W* , , W
WALL y WWWW WWWWwW�WW
W vwvWW�w y W W \ W �WW WW W W W WyW WWW
" V W TW=106, 0 I W W
W w v W y v W y W W W W W W W NEW POWER
BW=W W W W y
\
W` W . W W WW�wW y y W y
104.0 - CONNECTION FROM 1 -
v •�vTRANSFORMER _W W W W w W W W W vy W �WVWVW W \
�\ DRAWING NO:
ELECTRICMETER
J f STORMWATER L.I.D. BMP W W W y W W
/ (RAINGARDEN, DRYWELL OR W`� W W W W u. W W y y W W W. W W W W W w W.�;\
W W W W W APPROVED EQUIVALENT AS
GQ W iW DETERMINED BY FINAL W W GV W W WWW y W W W O
W�
ENGINEERING DESIGN) W w y WW WWWW�`W W W
y vltW W Wy` � .`��Q
` SHEET 5 OF 8
V W
% COMNENT#6 ,t
dJ WWV W WWEX. W�GWAW.SyLINE,
PAST .
PAST TEE TO BE
REMOVEDCOMMENT Cl: #7* �NWW
WWvy ', WWWSy WW WW yy
W WWSWv W W WWWW�WWW Wy
WWWWW�W�
�
O
GRAPHIC SCALE
EW-0 5 10 20 40
W \ %
FIRE REVISION NOTE: W 63 o -
1' W W W w W `� W v NEW TRANSFORMER. /
co
REMOVED NEW FIRE HYDRANT & ASSOCIATED WATER LINE. \ EXACT LOCATION (IN FEET)
n TO BE DETERMINED
j STORM DRAINAGE Q /� 1 inch = 20 ft.
NOT REQUIRED PER FEDERAL WAY FIRE MARSHAL VINCE sr/ CONNECTION TO BY PSE ��'
FARANDA EMAIL ON 8.4.16 "THE NEW ADDITION WILL NOT; ,�'�— EX. CONVEYANCE
REQUIRE THAT A NEW (ADDITIONAL) FIRE HYDRANT BE ' %n/ SYSTEM \ /
INSTALLED. PER THE 2015 INTERNATIONAL FIRE CODE
APPENDIX B TABLE B105.1(2), TYPE 5B CONSTRUCTION
11,301-13,400 SQUARE FEET WILL REQUIRE 3,000 GALLONS OF
WATER PER MINUTE, MINUS 50% FOR SPRINKLERS EQUALS
1,500 GALLONS PER MINUTE. ALSO IN THE CODE, APPENDIX C
TABLE 102.1 SHOWS A FLOW OF 1750 OR LESS REQUIRES ONE
FIRE HYDRANT. THE HYDRANT AT THE NORTH END OF THE
BUILDING WOULD QUALIFY BASED ON THE WATER
AVAILABILITY YOU PREVIOUSLY SUBMITTED."
EX. CS #3
RIM=100.6
IE 12" CONC. (W)=97,8
IE 12" CONC. (NE)=97.9
PRELIMINARY EARTHWORKS
EARTHWORK CALCULATIONS:
PROPOSED EXCAVATION (CUT) 40 CU-YDS
PROPOSED IMPORT (FILL) 140 CU-YDS
NET EARTHWORKS (IMPORT) 100 CU-YDS (FILL)
N
m
O
�o
1
o"
a.
tY �
Yip
r�
U 1Z
=3 J
Co
C: V
0 m � C: Q
U 0)co
4-
O 76
o
W
L_ 06 ti
Aco O cu
i W c
�. CL ._
O W .E
lii Q�
m
U
z
W
DD
ULL
Q
0,5
c
F-
Q
M
rO
V
J
.o
Z
U
o
Q
W
rZ
e—
'
N
LU
LL
O
iE
OCD
M
W
ZS
Q
U
M
L0
QC:
_J
rn�
000
�,
co
�
Cf)
-O
O
0-
o
`G
y,
O
N
E
Q
_
x
CU
L
�=
0
U
�.
J
C3-)
�+
(/)
0)=
Q
�C
�-
N
�--
two
�1
�
(a
.V
f!)
NO'mdCOCi
Lo
Ln
N-
°�.
-'
a
�
�
w
W
-�
5
cc
U
0
m
o
�
o
Uj
WIL
IY
W
w
IL
o
Q
RE
MjITT
n.
Q
C0
�'2+�
2016
F FEDE
CODS�W,
o
N
4-
O
mLO
0
M
U
Q
IW—
W
�
o
1:
N U
ia