17-105604 PLANS1 1 2
3 4 15 6 7
Q� PARCEL NO.
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G181500050
A �� � PARCEL NO. � PARCEL NO. \ /
\ � i G151500030 \ G1,51500040
\ PARCEL NO. S89. 27' 17"W
_ \ \ G 18 1 500020 \ 210.68'
PARCE
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PARCEL NO.
1521049012
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PARCEL N0.
G181400060
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PREPARED BY:
DEVELOPMENT
ENGINEERING, PLLC
821 DOCK STREET, SUITE 207 PHONE: (253) 228-0513
TACOMA, WA 98402 WWW.DE—CIML.COM
CIVIL — GEOTECHNICAL
10
_ N 89' 50' 01 "E_
68.57'
\
\
\
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PARCEL NO.
G1815000120
85.11'
CONCEPTUAL PLAT
MILITARY ROAD S
FEDERAL WAY, WA
PN: 1521049081
F
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co
LO
I
0
PARCEL NO.
1521049050
PARCEL NO.
G181500130
PARCEL N0.
G181500140
PARCEL N0.
G181500150
PARCEL NO.
G1615001GO
PARCEL NO.
G181500170
PARCEL NO.
G181500180
PARCEL NO.
G181500190
'Q,�N_
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
APPROVALS:
Job No.:
17-276
Proj. Manager:
Drawn:
CTD
Reviewed:
WGC
Dwg. Chk.
WGC
Date:
11 /17/17
Scale:
1" = 30'
REVISIONS:
V1C1NITY MAP
OWNER
MALKIT SINGH
37332 - 19TH PLACE S
FEDERAL WAY, WA 98003
CIVIL ENGINEER
DEVELOPMENT ENGINEERING, PLLC
PO BOX 446
TACOMA, WA 98401
(253) 228-0513
WWW.DE-CIVIL.COM
LEGAL DESCRIPTION
BEG SE COR OF NW 1 /4 OF SE 1 /4 TH N ALG E LN SD
SUB 328.25 FT TH W 218.88 FT TH S 58-42-10 W 166
FT TO E BDRY OF OLD MILITARY RD TH SELY ALG SD RD
295.87 FT TH E 188.76 FT M/L TO BEG
NOTES:
1. PERMEABLE PAVEMENT IS PROPOSED FOR
ALL HARD SURFACES
2. LOT DRAINAGE TO BE INFILTRATED ON SITE
ON EACH LOT
3. FEE IN -LIEU OF OPEN SPACE IS PROPOSED
SIGNATURE:
GL�
WASy�
N� z0
33718 a
/STERN
��3I4NAL
W-91—impm-ro),
SHEET TITLE:
CIVIL
CONCEPTUAL PLAT
PLAN
SHEET NO.
C — I
SHEET 1 OF 1
17-276 -
NEW SIDEWALK W/
CURB AND GUTTER
(TYP)
r
STA. 1 +55.65, 55.35' LT.
16" WHITE THERMOPLASTIC
STOP BAR
STA. 15+81.14, 51.35' LT.
END 4" WHITE EDGE LINE
STOP SIGN
(BY OTHERS)
LO
+
10 O
� U
W W
Z =
_ 0
Lu
� W
H cn
2;'\
u 1 Pl. t f
END OF
EXISTING CURB
4" WIDE --J
WHITE EDGE LINE
A PORTION OF THE NW 1/4 AND NE 1/4 OF THE SE 1/4 OF SECTION 15, TWP. 21 N., RGE. 4 E., W.M., KING COUNTY,'WASHINGTON
NOTES:
1. PAVEMENT MARKINGS SHALL BE INSTALLED PER KING COUNTY
STANDARD DETAILS.
2. CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING (206) 296-6596
AT LEAST 3 BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE
CHANNELIZATION LAYOUT AND SIGN INSTALLATION.
3. CONTRACTOR TO REMOVE OLD STRIPING AS NECESSARY.
4. LIGHT POLE LOCATIONS ARE APPROXIMATE PENDING APPROVAL OF
LIGHTING PLANS.
5. LUMINAIRE TYPES
TYPE A — 200 WATT HPS COBRAHEAD CUTOFF W/12' ARM.
TYPE 8 — 150 WATT HPS COBRAHEAD CUTOFF W 12' ARM.
TYPE C — 200 WATT HPS COBRAHEAD CUTOFF 2/8' ARMS.
EXISTING ROADWAY I.
`► 1 LLLVTT VL1lqt L11LII'%L_
AND YELLOW SKIP LINE
4" WHITE EDGE
LINE (TYP.)
MILITARY ROAD SOUTH SECTION
STA. 16+01.00 TO STA. 17+09.71
NOT TO SCALE
z24
�Mqk
** THICKENED EDGE STARTS AT
STA. 15+88.54 AND ENDS
AT STA. 16+ 19.53
CUTOFF LUMINAIRE W/12' ARM AT 27'
MOUNTING HEIGHT
MILITARY ROAD SOUTH
(PRINCIPAL ARTERIAL)
(POSTED SPEED LIMIT = 45 MPH)
� EXISTING ROADWAY
21 MPx ., .... .
2;1
4" WHITE EDGE
LINE SEE PLAN
* THICKENED EDGE STARTS AT
STA. 17+ 15.59 AND ENDS
AT STA. 17+40.00
'T 1 L-LALVTT i LI\L_11\L
AND YELLOW SKIP LINE
LINE (TYP.)
MILITARY' ROAD SOUTH SECTION
STA. 17+09.71 TO STA. 17+95.27
NOT TO SCALE
SCALE: 1 " - 20'
20' 10' 0 20' 40'
4" WHITE
EDGE LINE
Ca! 2 working Days Before You C)ig
1-800-424-5555
Unities Underground Location Center
QD,MT' W ORTWM
KEY MAP
CONTRACTOR TO
MATCH NEW
TWO—WAY TURN
LINES TO EXISTING
DOUBLE YELLOW
LINES AT BEGINNING
OF P.EVERSE CURVE.
EXISTING STRIPING
STA. 21 + 15.07, 6.0' RT.
END TWO WAY LEFT
TURN LANE. 4' YELLOW
CENTER LINE AND
YELLOW SKIP LINE
MATCH EXISTING
K.C.D.O.T. I
l
SUPERVISING ENGINEER: j DATE
IA
KING COUNTY TRAFFIC ENGINEER
Q Q
Re -view Engine r Dbte
I!. O/A
161(lb7
Date
.L
REVISIONS
NO.
DESCRIPTION/DATE
—
BY
2
2ND SUBMITTAL
ESM
03/06/06
3
OUTFALL do ROAD REV.
ESM
06/08J06
4
REVIEW /3
ESM
12/21/06
5
COUNTY COMMENTS /3
ESM
5/31/07
C.
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EXPIRES 1/27/0901
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JOB NO.: 1062-003-004
DWG. NAME: CH-02
DESIGNED BY: RCL
DRAWN BY: CLC
CHECKED BY:
DATE: 06-08-06
DATE OF
PRINT:
CH-02
26 OF 26 SHEETS