05-102202NE 1/4, SECT 30, TWP 21 N, RGE 4 E, W.M.
PUBLIC FACILITIES
' SANITARY SEWER: LAKEHAVEN UTILITY DISTRICT
/ WATER DISTRICT: LAKEHAVEN UTILITY DISTRICT
SCHOOL DISTRICT: FEDERAL WAY
FIRE DISTRICT: FEDERAL WAY
— POWER COMPANY: PUGET SOUND ENERGY
\ PHONE COMPANY: US WEST
4 , \\� GAS COMPANY: PUGET SOUND ENERGY
I � �
BUILDING SPECIFICATIONS
UBC CONSTRUCTION TYPE: TYPE V — 1 HOUR
I UBC OCCUPANCY TYPE: GROUP: R
t t MAX BUILDING HEIGHT: 30'
GRAPHIC SCALE
/ \ i 50 0 25 50 100 200
l \
> I . ( IN FEET
Horizontal: 1 inch = 50 ft.
/ Vertical: 1 inch = 10 ft.
3RD PL SW
/W
R/W
52'
�i
300
f �
�
HANDRAIL
BEHIND
300
wI
++,
SIDEWALK
TOP
WALL
' +
292f
i
BOTTOM
WALL
287f
280
i
280
+
EXISTING
GRADE
+
1
PROPOSED
2'2
i
INISHED
+
260
GRADE
+
260
SL
PE NOT TO
XCEED 2:1
'+++
CUT AR
A, TYP.
EASE
ENT
(HORIZONTAL.:
VERTICAL)
,
++
ESMNT
ESMNT
+
46' -�
+
WALL
f
f
4
V2041�
GUAR
06
RAILOM
WALL
f w
i
240
+
PRESETTLIN
240
+
++
POND
1 ++
+++i\`
FILL
3 ++ `+++
`
AR
A,
+'+ +
TYP.
POND
BOTTOM
L=430f
220
220
200
200
kn
CO
O
O
06
N
N
N
N
N
N
CO
M
N
13+00 12+00 11 +00 10+00
SETTLING POND SECTION 1
TICAL DATUM FOR SITE ESTABLISHED
GPS OBSERVATIONS
ov_v4CHMARK IS "HAFF"
DISK MARKED "HORIZONTAL
CONTROL DiSK — HAFF 1990" SET IN CONCRETE MOUND
AT THE NORTHEAST CORNER OF PARKING LOT OF THE
KING COUNTY PUBLIC WORKS FACILITY IN RENTON.
ELEV.= 337.37'
LEGAL DESCRIPTION
LOT B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT
00-104014-00, AS RECORDED UNDER KING COUNTY
RECORDING NUMBER
SITE INFORMATION
SITE ADDRESS:
TOTAL SITE AREA:
TOTAL NUMBER OF UNITS:
EXISTING ZONING:
PROPOSAL:
AVERAGE DENSITY:
NO. PARKING STALLS
3C
PZ-1
26(
24C
220
200
356XX 2ND AVE SW
9.036 AC (393,609.47t S.F.)
PER PROP BLA (FILE #00-104014-000-00—SU)
40 UNITS
RS 9.6
SENIOR HOUSING COMMUNITY
(EXTENSION OF VILLAGE GREENS)
4.648 UNITS/GROSS ACRES
43
DEVELOPMENT DATA:
DEVELOPER:
ENGINEER/SURVEYOR
OWNER:
VILLAGE GREEN LLC
ATTN: BROOKS POWELL
P.O. BOX 98309
DES MOINES, WA 98198
(206) 824-6224
DUNCANSON COMPANY, INC.
HAROLD M. DUNCANSON, P.E.
JEFFERY T. MOOG, PLS
14212 AMBAUM BLVD SW, 301
SEATTLE, WA 98166
(206) 244-4141
VILLAGE GREEN LLC
P.O. BOX 98309
DES MOINES, WA 98198
(206) 824-6224
3R
PL S
R/W
R/
,0
co
l
1 f
C) f
N �
2
wi
TOP WALL
291.5f
BOTTOM
WALL
ENGINE
RED
286.8t
RETAINING
ALL
Nrllr�,Lj
EXISTING GRADE
\<
AL
END GRADI
NG ALIGNMENT
G
1
PRO
FINIS
GRA
OSED
ED
E
EgSFM EN T
-,
ESMNT G' ESMNT
2.
5
��--- 46' --1
SL
OPE NOT TO
(HORIZONTAL:
EXCEED 2:1
VERTICAL)
RET
ENGINEERED
INING WALL
++
TOP WALL
246t
GUARDRAIL
BOTTOM WAL
i Q
(r
v
f
I w
i
I
238 f
+
2
++
1
+1. PRESETTLI
POND
G 3
1
/FILL
+�
A
E,
3
TYP.
POND BOTTOM
EL
=430
2.
2C
O
cal
04
N
N
O
N
O
N
L0
N
N
O
N
O
N
13+00
12+00
11 +00
10+00
SETTLING
POND
SECTION
3
300
40
N,
?0
n
NOTES:
Rockery construction is a craft and depends largely on the
skill and experience of the builder.
The long dimension of the rocks should extend back
A rocked' 1e a protective systern which helps retard the
weathering
towardg the cut or fill fence to provide maximum stabIIW
Rocks should be placed to avoid continuous joint In
and erosion process on an exposed soil face.
White by its nature (rralss, size and shape of the rocks) it '
planes
vertical or lateral directions, Each rook should bear on two
wilt provide some degree retention, ii not a concrete
or more rocks below It, with good flat-to�flat contact
h f
re engineered system to the sense a reinforced enginee
retaining wall would be considered designed or engineered.
All rockaea6s over 4 feet in heighi should be constructed on
basis of wall mass, not square footage of face.
The degree of retention achieved Is dependent on the size
Approximsts Approximate
of the rock used: that Is, the mass or weight, and the height
St m Weight' tbs. Diameter
of the was being constructed. The larger the rock, the• more
compstant the rockery should be.
1 Man tfQ 2400 128"
.7
Rookedee should be considered maintenance dterna that
wiB requir+ ppeeriodic Inspection and repair. They should be
located so thatthey can be
2 Man 20000 118"
9 Man 700-2000 2""
4 Man 2000 4000 36 481
reached by a contractor it
repairs become necessary.
g Man 400"000 "
6 Man 6000aw
Maximum Inclination be 1 the sbpes above and behind
rockeries should be 2:1 (Hodzontal:Vertical),
bq.80"
Referenom Local quarry weight study using average WSW%
Minimum thickness of rook filter layer B o 12 inches,
of no less than six rocks of each mart size conducted in "
jmuw t9O.
Minimum anbedment D=12Inches undisturbed native soH
iyGIRIp;
or compacted Bic placed In accordance with report
reccmmendattons.
Drainage materials to consist of clean
angular
Maximum rockery height H • a toot.f
• wei�graded quarry spans, with 4-Inch
Rookeries greater than a feet in height to be inmaued
under periodic or full time observation of the geoteehnioai
maximum size, or other mateft approved by
the geotechnical ongineoe
anginesc
surface seal; may consist of impervious son
Unless otherwise specified in writing by the rookery
or a One free draining granular material.
"designer;' all rocks placed In the lower two-thlyds of the
ill .l 9
Undisturbed firm Native Son.
wag should be 5 to 6 man rock, 4000 be. or larger. Rocks
tit
Drain pipe; 44neh minimum diameter,
placed above this level should gradually decrease In ,
size with increasing wart height using 3 to 6 man rock,
peAorated or glottad rigid plastic ADS pipe
0 laid with a positive gradient to discharge
700 to 6000 lbs.
under control wait away from the wall.
0 � H
T I"� 3
-►pi a 1,
Fig. A. ROCKERY SECTION
Fig. S. ROCKERY ELEVATION
ROCKERY DETAIL
NOT TO SCALE
NOTE:
DETAIL TO BE USED FOR ROCKERIES LESS THAN
4 FEET IN HEIGHT. WILL NOT BE USED AS
ENGINEERED RETAINING WALLS FOR TOE AND TOP
OF SLOPE REGRADE.
REVISIINS
p1; wAsq �Y
# DATES DESCRIPTI[]Ni BY, !�� �o�Jp DUNCANSON #�OMPX, INC.
�`
Civil Engineering • Surveying • Land Planning
f 14S SW lsat► Street, Ste.102, Seattle, Washlnatoa "166
Phone: (206) 244.4141 Fam (206) 244.44SS
VILLAGE GREEN LLC
VILLAGE GREESUgMi iE
COTTAGES WEST
POND SECTIONS MAY 2 4 2 01
DRAWN:: JED DATE: 5/10/01 SFIEETi
/�
PROJECT: 98480 C4
N,E 1 / , SEC\T 301t TWA' 21 N, RGE 4 E, W.M. _ I DEVELOPMENT DATA:
GATED ENTRANCE I I
' �, \ , CLEARING LIMITS, TYP. _ DEVELOPER: VILLAGE GREEN LLC
' EXIST
\ U SENIOR \ \' 1 SENIOR S01'55'53"E PROPOSED ADJUSTED �� EXIST ASPHALT TO I ATTN: BROOKS POWELL
I UNIT \ `; BOUNDARY LINE P.O. BOX 98309
I UNIT 76 67• 1(�� ? BE REMOVED AND MATCH EXISTING CURB, DES MOINES, WA 98198
C I NOTE: �/ EXIST � / 3� � R5� • ' CONVERTED TO PARKING
J I tij�1 SEE LANDSCAPE PLAN I �- / SENIOR / / gip'
ol) I FOR PROPOSED LOCATION / ` f'' - �� ZON AREA PER PHASE it GUTTER, AND SIDWALK (206) 824-6224
UNIT ! VILLAGE GREEN
DUNCANSON COMPANY
EXIST ' - / PROPOSED SENIOR ENGINEER/SURVEYOR:
OF STREET TREES FINISHED / HAROLD M. DUNCANSON, P.E.
N z, CONTOUR, �j � SENIOR �' i" / `` HOUSING UNIT, TYP. ' INC.
II 01 TYP. •� UNIT SEE DETAILS, SHEET C2
JJ �' O1 Z 1-' / EXIST 1•6 I JEFFERY T. MOOG, PLS
� NO2'52'59"ESENIOR I i 14212 AMBAUM BLVD SW, 301
I2.4-Z 521.56' UNIT EXISTING 30' NOTE: ; i SEATTLE, WA 98166
ACCESS EASEM16NT n SEE SHEET T1 FOR LOCATION (206) 244-4141
�j_ I �7 . 'N 5 -- L4 PROPOSED 30' OF ALL SIGNIFICANT TREES. ! I
__-- `! C�) I / 'II*Q
z E \ `- ` RIGHT-OF-WAY SEE LANDSCAPE PLAN FOR I OWNER: VILLAGE GREEN LLC
(�Sg �'�'J / / o� 6 / \�\ /�� "E I a \ r'� DEDICATION BY PROPOSED LOCATION OF P.O. BOX 98309
/ -- /
/ ZpN�D / pNEp' N •49'12"W 5' 9.13 2"2 - - __ WARRANTYSTATUT
TREES TO BE RETAINED. I I DES MOINES, WA
10.58' 7.05' �• 5 O 1 256 _ DEED I (206) 824-6 24 98198
5 8.05 s : • '� J r �•- - '�..
�._
= _ 6 6 20 p r LEGAL DESCRIPTION
15
3—•' \ ` 5 . • ,• - _ _.. LOT B CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT
3 J
2ND AVE SW Y� �,I 00-104014-00, AS RECORDED UNDER KING COUNTY
\ \ ® 246 246 - -. - - RECORDING NUMBER ---------- -
. � IiV
SITE INFORMATION
{- e . • \ -- \ ® �� EXIST 21.5
RD..j " / .o ���� 37�38 ASPHALT SITE ADDRESS: 356XX 2ND AVE SW
' L �W . ® 9 EXIST HYDRANT (�
EXIST 8 AC TOTAL SITE AREA:
0 9.036 AC (393,609.47f S.F.)
WATER I PER PROP BLA (FILE #00-104014-000-00-SU)
PROPPED __ TOTAL NUMBER OF UNITS: 40 UNITS
EMERGEitCY 24 48 W EXISTING ZONING: RS 9.6
C pVERFLOW \ _ F 246 246 C- 96, I cn
I PROPOSAL: SENIOR HOUSING COMMUNITY
16/17 \ �R\�` r - \ \ PROPOSED FOUNTAIN (EXTENSION OF VILLAGE GREENS)
. P INFILTRANON 36.. _- 2 \ \ ��,� ens 26.9 LOCATION I I = AVERAGE DENSITY: 4.648 UNITS/GROSS ACRES
� POND ''k - �`'- 2 6 --._.. • DRIVEW�', T:(P. "',� X �
o - \ 236 �. 26 PROPOSED ROCKERY NO. PARKING STALLS 43
(BOTTOM A : 7,202-S'F.) d M 2 9.8 -- _
- y - 10. 5' 5 CfiNC \ M 6� _ SEE DETAIL 1,
\ - _ _ . DEWALK. TYP. ? SHEET C4;
L
25, PROPOSED 8 , , PUBLIC FACILITIES
� ••1- : ` '~�• I c'� 25�� SANITARY SEWER,
-� \ ✓ ` \� 250 TYP. ( I SANITARY SEWER: LAKEHAVEN UTILITY DISTRICT
--._._ �` \ 6 �- -� •\,', �? `� . _ "Y PROPOSED STREET I I WATER DISTRICT: LAKEHAVEN UTILITY DISTRICT
•
LIGHTSCHOOL DISTRICT:
m ---_ \ 2 ---- _.___-__ \ •I --- --,\ ��� �.:� � . s'J . •• \ , � FEDERAL WAY
9 I FIRE DISTRICT: FEDERAL WAY
ROP'C-LEARINr \ r - / _$0.6�' >
'`NI�IIT�TYP. _ �� ��\ �_ PRESETTL�IN_GJ \ \ EXIST 12" POWER COMPANY: PUGET SOUND ENERGY
o -- `� ,\ ` -_ --'PORE -- --- x ,�?� r �. OUTFACE I US WEST
.� PHONE COMPANY:
TOTAL VOLUME: 60,024 C.F.
\ _..__.. __.__ - - '_ �•_ _ _ -_NO-NOTES FACILITY ( ) A �\
, •\ ' EXISTING ST(�RMW T�R GAS COMPANY: PUGET SOUND ENERGY
\\ I
• 2 _ I
-- -- bRADIN-5- PROPOSED ,_ \ 245t A 2 • __
00E '�,- — ----
SLOPE -AREA- TOE F SLOPE _ --P _�OMMUNI TY _ BUILDING SPECIFICATIONS
260 �� \ \ PRDMSED-8' MGp - ( �) _ _ _ - - C ' - \ •� • ./ �� ---- _ _ I
3,�,.W -_ _-._._ \I6INEERED WALL I - TER - __ _
- - ✓ --� = 1 T R ______ ^-- UBC CONSTRUCTION TYPE: TYPE V - 1 HOUR
- ~ -- �-- �, (� �� UBC OCCUPANCY TYPE: GROUP: R
0 ` ! MAX BUILDING HEIGHT: 30
------ - ------- - ROCKbRY, - / 250 - -- -
\ RETAININ WA -- AI --27 ✓ - NOTES.
TAP OF -SLOPE \� \_.. -- - - .._.. \ N WA -� 28 .. \ /
EXISTING CONTROL --
\ R-AREA : ` STRUCTURE, TYPE 2 1. OFF -SITE BOUNDARY INFORMATION WAS APPROXIMATED FROM
�/ PR�OSFX� MADE \ ` 25 CATCH BASIN O
THE KING COUNTY ASSESSOR'S MAP.
__ \ 260 \e ��RR�kPER EOTECHNICA�- -PRESET'1`LI;A'� D \ \ \\ / -�- - `- � � �A�� RE � ��,�-, \ �- / �/ 2. DETAILED ROAD AND DRAINAGE PLANS WILL BE PREPARED
-`~ \1RE MEIdFit�L GRRDE=S�4N J L O L IT)o\\ �- - f =\ '�/ / � PROPOSED POND OH
RoF WITH THE FINAL SITE DEVELOPMENT PLAN SET.
\ \RKERI S BJE TO�cIA��GE z _ \\�� \\ �- / �'1�'� (SETTLING AND n ON 1 3. TOPOGRAPHIC DATA OBTAINED FROM FIELD SURVEY BY
eT� F L GRADI►K TOt '�•° - 12 �� // _ ��"�\ ��' / .j_2 B;.A ti0.� - _ `�._ \ LANDSCAPE) AD 'T \ DUNCANSON COMPANY.
�_ \ \� _�J<DD T`ji FOOT TRAIL TYP�' ° 80- 81 \:-
-- PROPOSED 1b'- -f- \ _� �`` -- - 1. L-FNA7`-LOCATI�LTO_A TIRMINED A \/OL 118,
- 290 \ \ 8' H EIIGINEERED _ ''(�4 D"NAGI< EASEMENT, \13\ - \ -- _-- ` T o
- \ \ 1WAItNWG W� TO BENEFIT PROPS \ \� \ \� _ --- _�----.---� �OF-6RADlAIG _-
\-P1AT OF TUSCANY \ / 1� \ �, �4 O�W \� ` �\ - -� u'- RS9•6
OF ,LOPE R=1 -\ -� \ _/ ` / --- —4 - — _ -
co — ' TOE OF SLOPE (>40%)
�( 407) .--- L=80 12 \ \ \ \ i / --� - -_
00
00
o
_- 310 '� �' --' LISTS ,! \ \ '� \
_-PROPOSED
/
I T/OF S OP17 E >0/%'
2904LATOF �S18 19
I 2 -
EXIST T�16PRQP 21 �E TYP.
I 1
00
32
LA 310
\\\\ / �-
\ \ ,_ / 1 �/ J I I i I I t �/ V III S 348thST
�\ = , - - -
`� _I^I - / �� - x / / ' > SITE
^~ ! / /
SW
52nd ST
----340 / ✓ \ )) J / �y' / - -� ----1, _ �� \ / \ _ --- - ----. - --- _.. - - - -60� -- -- - - H IebParkos toto
- = _ _ /4T I s�S3rd Q
- '- HAVE SW
32p �9�30 _ t s s_ I _ 4 N01'2515 E i
I J �5 2 / �.. �.300 - -- - -- -- - -- -� / /� / SW 35 th L
ijj ! I ---'���\, � ! cn 356th ST
TIRACI\ (EX POND) j g0 �O 9, > >
/ //ONFD: RS9.6 I �OC�' 1 U� 9 r 1(�C�` Q Q Q
F-4 I '. 3�Zo\ EVo 1 j)�L1 Rig•6 - \NOD' R59 5
I / � ZpN�D ` 00
7 � 1
\ BELLACAMNO WO DS 50'
Oro-
' DIVISION 2 Z+2 1
VOL 174, PG 6 2 -- 6 8 4-4 I As O 1
I / I
( I o
300n��" ' � VICINITY M A P
_ KCAS rO�'�° �� ti i NOT TO SCALE
45 14 '
ExMSTi Row ( 4 i
ExPIaFs 12108103 2
50
GRAPHIC SCALE
( IN FEET )
1 inch = 50 it.
1CAL DATUM FOR SITE ESTABLISHED
3PS OBSERVATIONS
BENCHMARK IS "HAFF"
DISK MARKED "HORIZONTAL
CONTROL DISK - HAFF 1990" SET IN CONCRETE MOUND
AT THE NORTHEAST CORNER OF PARKING LOT OF THE
KING COUNTY PUBLIC WORKS FACILITY IN RENTON.
ELEV.= 337.37'
REVISI INS
jERl1
3 0
64
I
#
DATE,
DESCRIPTIONi
BY;
5
3/4/02
PER FEDERAL WAY COMMENTS
JED
5
5/10/01
PER PUBLIC WORKS COMMENTS
JED
4
3/22/01
STEEP SLOPE AREAS ADDED
JED
3
3/16/01
REVSION PER LANDAU REQUEST
JED
2
12/21/00
REVSION PER CITY REQUEST
JED
1
11 /1 /00
REVSION PER CITY REQUEST
JED
EXPIRES /! $ v3
DUNCA ON #0"M3P3'YNV, INC
JLAIF t,i &
Civil Engineering • Surveying • Land Planning
143 SW 133th Street, Ste.102, Seattle, Washington M66
Phone: (206) 244.4141 Fax (206) 244.4433
)RAWN: JED DATE: 7/31 /00 SHEET,c
'ROJECT: 98480 I
VILLA G_E_ GREEN LL C
VILLAGE kipG,F
COTTAGESTh�.�
SITE PLAN M11 /, r
NE 1 4, SECT 30, TWP 21 N, RGE 4 E, W.M.
STREET LIGHT
DEVELOPMENT DATA:
DEVELOPER: ATTNGBROOKS POWELL VILLAGE GREEN - COTTAGES WEST
P.O. BOX 98309
DES MOINES, WA 98198 UNIT MATRIX
(206) 824-6224
ENGINEER/SURVEYOR: DUNCANSON COMPANY, INC.
HAROLD M. DUNCANSON, P.E.
JEFFERY T. MOOG, PLS BUILDING TYPE UNIT PLAN 1 ST FLOOR 2ND FLOOR GARAGE TOTAL GROSS AREA
14212 AMBAUM BLVD SW, 301
SEATTLE, WA 98166 A 2 1 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F. 4648 S.F.
(206) 244-4141
2 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F.
OWNER: VILLAGE GREEN LLC
P.O. BOX 98309 B 2 3 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F. 4648 S.F.
DES MOINES, WA 98198 4 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F.
(206) 824-6224
C 2 5 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F. 4648 S.F.
6 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F.
LEGAL DESCRIPTION D 2 7 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F. 4648 S.F.
8 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F.
LOT B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT
00-104014-00, AS RECORDED UNDER KING COUNTY E 2 9 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F. 2324 S.F.
RECORDING NUMBER----------------
SI TE INFORMATION F 1 10 PLAN 2 1552 S.F. 312 S.F. 1552 S.F. 8396 S.F.
11 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
SITE ADDRESS: 356XX 2ND AVE SW 12 PLAN 2 1552 S.F. 312 S.F. 1552 S.F.
TOTAL SITE AREA: 9.036 AC (393,609.47t S.F.) 13 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
PER PROP BLA (FILE #00-104014-000-00—SU)
TOTAL NUMBER OF UNITS: 40 UNITS G 1 14 PLAN 2 1552 S.F. 312 S.F. 1552 S.F. 8396 S.F.
EXISTING ZONING: RS 9.6 15 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
PROPOSAL: SENIOR HOUSING COMMUNITY 16 PLAN 2 1552 S.F. 312 S.F. 1552 S.F.
(EXTENSION OF VILLAGE GREENS) 17 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
AVERAGE DENSITY: 4.648 UNITS/GROSS ACRES
NO. PARKING STALLS 43 H 1 18 PLAN 2 1552 S.F. 312 S.F. 1552 S.F. 8396 S.F.
19 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
20 PLAN 2 1552 S.F. 312 S.F. 1552 S.F.
21 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
PUBLIC FACILITIES
I 1 22 PLAN 2 1552 S.F. 312 S.F. 1552 S.F. 8396 S.F.
SANITARY SEWER: LAKEHAVEN UTILITY DISTRICT
23 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
WATER DISTRICT: LAKEHAVEN UTILITY DISTRICT
SCHOOL DISTRICT: FEDERAL WAY 24 PLAN 2 1552 S.F. 312 S.F. 1552 S.F.
25 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
FIRE DISTRICT: FEDERAL WAY
POWER COMPANY: PUGET SOUND ENERGY
J 2 22 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 1552 S.F. 2324 S.F.
PHONE COMPANY: US WEST
GAS COMPANY: PUGET SOUND ENERGY
K 2 27 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F. 4648 S.F.
BUILDING SPECIFICATIONS 28 PLAN 3 1542 S.F. 470 S.F. 312 S.F. 2012 S.F.
UBC CONSTRUCTION TYPE: TYPE V — 1 HOUR L 1 29 PLAN 2 1552 S.F. 312 S.F. 1864 S.F. 4198 S.F.
30 PLAN 1 1272 S.F. 375 S.F. 1647 S.F.
UBC OCCUPANCY TYPE: GROUP: R
MAX BUILDING HEIGHT: 30'
M 1 31 PLAN 2 1552 S.F. 312 S.F. 1864 S.F. 4198 S.F.
32 PLAN 1 1272 S.F. 375 S.F. 1647 S.F.
NOTES: N 1 33 PLAN 2 1552 S.F. 312 S.F. 1552 S.F. 8396 S.F.
1. OFF —SITE BOUNDARY INFORMATION WAS APPROXIMATED FROM 34 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
THE KING COUNTY ASSESSOR'S MAP. 35 PLAN 2 1552 S.F. 312 S.F. 1552 S.F.
2. DETAILED ROAD AND DRAINAGE PLANS WILL BE PREPARED 36 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
WITH THE FINAL SITE DEVELOPMENT PLAN SET.
3. TOPOGRAPHIC DATA OBTAINED FROM FIELD SURVEY BY 0 1 37 PLAN 2 1552 S.F. 312 S.F. 1552 S.F. 8396 S.F.
DUNCANSON COMPANY.
38 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
39 PLAN 2 1552 S.F. 312 S.F. 1552 S.F.
40 PLAN 1 1272 S.F. 375 S.F. 1552 S.F.
TOTAL NUMBER OF UNITS: 40 — ALL BUILDING TO BE LESS THAN 30' HEIGHT.
COMMUNITY CENTER SQUARE FOOTAGE: 4,280 S.F.
110' 111'
PORCH PORCH
0 0 0 0
49.5'
1 OR 2 UNITS 26' GAR GAR 26' 1 OR 2 UNITS
12' 12'
`-PORCH/DECK
L-PORCH/DECK
TYPE 1 BUILDING
2 OR 4 UNITS
SCALE: 1" = 20'
TICAL DATUM FOR SITE ESTABLISHED
GPS OBSERVATIONS
CHMARK IS "HAFF"
DISK MARKED "HORIZONTAL
CONTROL DISK — HAFF 1990" SET IN CONCRETE MOUND
AT THE NORTHEAST CORNER OF PARKING LOT OF THE
KING COUNTY PUBLIC WORKS FACILITY IN RENTON.
ELEV.= 337.37'
54.5'
10'--—16.5'
0 0 6.5'
PORCH
26' 2 UNIT -3 49.75'
GAR
PORCH/DECK
0 1 16.25'
12' 12.5
TYPE 1 BUILDING
1 OR 2 UNITS
SCALE: 1 " = 20'
49.5'
PORCH/DECK
TYPE 2 BUILDING
2 OR 4 UNITS
SCALE: 1" = 20'
55.5'
�--12' 12'---�—�-18' 12'
6'
7'
PORCH 7
2 26'
UNIT
49.5' 14' GAR
PORCH/DECK
17.5"
9.5'
TYPE 2 BUILDING
1 OR 2 UNITS
SCALE: 1" = 20'
nnnnu
PORCH/DECK
CEMENT CONCRETE CURB
PER KCRS DWG. NO. 3-002
STREET TREE
5' 14' 14' 5'
3' SIDEWALK VEHICLE VEHICLE SIDEWALK 3'
UTIL ESMNT I UTIL ESMNT
EXIST GRADE
2.00%
.. ,..
:III �I- I, -_
CEMENT CONCRETE 'III III-1I-1 11=
SIDEWALK PLANTER 3" CLASS B ASPHALT
2" CSTC 4'
PLANTER
5" CSBC
ADDITIONAL TREATMENT
MAY BE REQUIRED ROADWAY KEY:
NOTE: REFER TO CITY OF COMPACTED SUBGRADE TYPE W ROADWAY IMPROVEMENTS PLANNED FOR:
FEDERAL WAY STANDARD 2ND PLACE SW
DRAWING NO 3-2W SW 352ND PL
SW 353RD PL
2ND PLACE SW STREET ROADWAY IMPROVEMENTS
TYPE W
Not To Scale ---
CEMENT CONCRETE ROLLED CURB STREET LIGHT -
PER KCRS DWG. NO. 3-002
STREET TREE
5' 12' 12' 5'
2' SIDEWALK VEHICLE VEHICLE SIDEWALK 2'
UTIL ESMNT I UTIL ESMNT
EXIST GRADE
2 _ 2.00�1------ _-- —
i-1 I I � .III-�----- ----= =1
CEMENT CONCRETE J 4' H 6 L
_1Z.
SIDEWALK PLANTER 3" CLASS B ASPHALT 4'
2" CSTC PLANTER
5" CSBC
ADDITIONAL TREATMENT ROADWAY KEY:
MAY BE REQUIRED
NOTE: REFER TO CITY OF COMPACTED SUBGRADE TYPE Y ROADWAY IMPROVEMENTS PLANNED FOR:
FEDERAL WAY STANDARD 3RD PLACE SW
4TH PLACE SW
DRAWING NO 3-2Y
PRIVATE STREETS TYPE "Y")
W
R/W
30'
EXIST R/W
6.5'f
i
I
Not To Scale
PROPOSED E
R/W
30,
�~ PROPOSED DEDICATION
STREET LIGHT
37.5' I 1
TOTAL SURFACE 1
17.5'f STREET
PROPOSED ASPHALT TREE
PR
�I
1 EXIST GRADE
x
w
0
MAX 1
2
I
MATCH
EXIST
GRADE
3" CLASS B ASPH
EXISTJ 2" CSTC
ASPHALT
5" CSBC 4' 5'
ADDITIONAL TREATMENT PLANTER SIDEWALK
MAY BE REQUIRED
COMPACTED SUBGRADE NOTE:
CEMENT CONCRETE REFER TO CITY OF
CURB, TYP. FEDERAL WAY STANDARD
2ND AVE SW ROADWAY IMPROVEMENTS DRAWING NO 3-2W
REVISIONS
# DATES I DESCRIPTIONS I BYi
31
64
3 4 02 ADD EMERGENCY OVERFLOW JED!j!
i"
/ / Ai.
5/10/01 PER PUBLIC WORKS COMMENTS JED
11 /1 /00 REVSION PER CITY REQUEST JED b
Not To Scale
DUNCANSON #0"AM41P:pKY, INC.
ALAP
Civil Engineering • Surveying • Land Planning
145 SW 155tb sheet, St& 102, Seatde, Washington 98166
Phones (206) 244-4141 Fans (206) 244. W
DRAWN: JED DATE: 7/31 /00 SHEET,
PROJECT: 98480 C2
VILLA(313GREENLLC
VILLAGE GREEN
COTTAGES WEST
SITE PLAN DETAILS
NE 1 4, SECT 30, TWP 21 N, RGE 4 E, W.M.
NOTES:
1. OFF -SITE BOUNDARY INFORMATION WAS APPROXIMATED FROM - - -'-� _ _- - - -
ST AVE SOUTH
THE KING COUNTY ASSESSOR'S MAP. - -
/
2. DETAILED ROAD AND DRAINAGE PLANS WILL BE PREPARED -%�� ---- -
WITH THE FINAL SITE DEVELOPMENT PLAN SET.
3. TOPOGRAPHIC DATA OBTAINED FROM FIELD SURVEY BY
DUNCANSON COMPANY FOR PROPOSED PROJECT SITE.
4. LOCATIONS OF BUILDINGS AND TRAFFIC AREAS FOR ADJOINING I "t
VILLAGE GREEN SITE APPROXIMATED FROM ARCHITECTURAL PLANS.
A JF
}
vo
J _.__� --._.., � 1-ONE / / I t > � / � � /�,% � J .;' / �• ,- �
- /
( ;• r
I l .
OS
II
l /II
r f
t _� ( ' i_ • 4i �� i `�a .--CIF ,_. «,7 -
! /:
CL
OA
_ 242
DOST RS9.6 �CGSP 9 / I g E
i BUILDING / ZONED. ` ZONEOi0 2 j
9F
3 _
. 2--2,A 248
37/38
44
' PR PP�EED c I
DUTF&L EL-238t EMERCENSY� _ 2 .. '% i —\ \ W
O ' -
90Al
9 RMA
(NOT OPEN)
� \ I
1 ( �
5 W �
Ll_
O 54
Io
Q U) 55
4 n
In
56
3 I
TICAL DATUM FOR SITE ESTABLISHED
GPS OBSERVATIONS
LjL-�JCHMARK IS "NAPE"
DISK MARKED "HORIZONTAL
CONTROL DISK — HAFF 1990" SET IN CONCRETE MOUND
AT THE NORTHEAST CORNER OF PARKING LOT OF THE
KING COUNTY PUBLIC WORKS FACILITY IN RENTON.
ELEV.= 337.37'
if LIZ
rim
a 0 ramp_�. ;.� _ 4 Yam..
000000
tea► -`r!i
wft z- IT ow
qRN
WIN
WWI
MAI
I �� �\ � �/ ��,�� \ + ham•'
1 BELLACARINO WO DS50,
DIVISION 2 1 42
1 VOL 174, PG 62- 68 4.4 I
\ 45 F: 'S ROW
41
50 47
40
Ln
9
I I
10ROE
I
,IODDMON I
rVol_ 118, 80-81 ,
ZONED: RS9.6
2 I 3 I 4
-...-. --- _.. — ----- 60'
EXIST ROIk — - "-
4TH AVE SW
02144_9�103 I 021Oq,9�02
3�71 E � Rs9 6 I �J RS9' �J RSo 6
00023
��'• ZON -T�. �oN�o• I ��•• ZONEO�
I 1
I
GRAPHIC SCALE
(INn')
1 inch - 80 &
DEVELOPMENT DATA. -
DEVELOPER: VILLAGE GREEN LLC
ATTN: BROOKS POWELL
P.O. BOX 98309
DES MOINES, WA 98198
(206) 824-6224
ENGINEER/SURVEYOR: DUNCANSON COMPANY, INC.
HAROLD M. DUNCANSON, P.E.
JEFFERY T. MOOG, PLS
14212 AMBAUM BLVD SW, 301
SEATTLE, WA 98166
(206) 244-4141
OWNER: VILLAGE GREEN LLC
P.O. BOX 98309
DES MOINES, WA 98198
(206) 824-6224
LEGAL DESCRIPTION
LOT B, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT
00-104014-00, AS RECORDED UNDER KING COUNTY
RECORDING NUMBER
SITE INFORMATION
SITE ADDRESS:
TOTAL SITE AREA:
TOTAL NUMBER OF UNITS:
EXISTING ZONING:
PROPOSAL:
AVERAGE DENSITY:
NO. PARKING STALLS
356XX 2ND AVE SW
9.036 AC (393,609.47f S.F.)
PER PROP BLA (FILE #00-104014-000-00—SU)
40 UNITS
RS 9.6
SENIOR HOUSING COMMUNITY
(EXTENSION OF VILLAGE GREENS)
4.648 UNITS/GROSS ACRES
43
PUBLIC FACILITIES
SANITARY SEWER:
WATER DISTRICT:
SCHOOL DISTRICT:
FIRE DISTRICT:
POWER COMPANY:
PHONE COMPANY:
GAS COMPANY:
LAKEHAVEN UTILITY DISTRICT
LAKEHAVEN UTILITY DISTRICT
FEDERAL WAY
FEDERAL WAY
PUGET SOUND ENERGY
US WEST
PUGET SOUND ENERGY
BUILDING SPECIFICATIONS
UBC CONSTRUCTION TYPE: TYPE V - 1 HOUR
UBC OCCUPANCY TYPE: GROUP: R
MAX BUILDING HEIGHT: 30'
sw
�O
DR
S 348th ST
SITE
SW
52nd ST
cn�
Hylebos State
s� 53rd
Park
a
C
N
SW
35 th PL
cn S 356th ST
V
N
LO 99
Q
Q
a 5
00
d
VICINITY MAP
NOT TO SCALE