01-103289CIVIL COVER SHEET
ANG, CONTACT
.,ATE AT
+-5555
I I IX. D/W
50'
n.: I
4'
fl
all
I
i 1
a EX.
R.O.W.
1..J
"I
L JI
}•
?
`
,I
I,
I
1 1
CL
,
,I
II
I ";
.,I
I' n
I I
I►�'f
}_N
u
1.
EX. D/W
U
"'
Z
w
I
Ilr
II. '
I tii
O H
I
"
' "
1[
n
I.
OLIVE
GARDEN
I
I I :
I 1
I I I I
RESTAURANT
2 ,
^" I, i I
TRAFFIC
POLE CSED RELOCATION. SEIE
I ==� SHEETS C13A THRU C13C.
CITY OF FEDERAL WAY GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC),
APPUCABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL.
THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD
STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (SWDM).
IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE
REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL
COST OR LIABILITY TO THE CITY OF FEDERAL WAY.
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE
FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN
OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED
STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL
WAY, PRIOR TO CONSTRUCTION.
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICITY, ETC.).
4. BEFORE ANY CONSTRUCTION OF DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING
MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE
APPLICANT'S CONSTRUCTION REPRESENTATIVE. CONTACT THE CITY'S PUBLIC WORKS Q
DEPARTMENT FOR PRECONSTRUCTION/INSPECTION NOTIFICATION ® (253) 661-4131.
I
COSTCO GAS STATION ADDITION
35100 ENCHANTED PARKWAY
FEDERAL WAY, kS R&ON
j I
SEE SHEETS C2 THROUGH C18 FOR "DETAILED
- I
I
--
`
SHEETS C3 AND C5 _
D/W WIDENING
.I
EX
-------------'
----- ---- - - - -
T. R.O.W.
-
S.-352ND STREET
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FEDERAL WAY CITY CODE (SECTION
22-1006); NORMALLY THIS IS 7 A.M. TO 8 P.M. MONDAY THROUGH SATURDAY.
7. IT SHALL BE THE APPLICANT'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
EASEMENTS NE
CESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE
ROAD RIGHTS -OF -WAY.
8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT
MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE
SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO
CONSTRUCTION.
9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF PUBLIC
WORKS.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR
APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL
GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE
WSDOT/APWA STANDARD SPECIFICATIONS.
11. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE BACKFILLED W/ 5/8" CRUSHED ROCK.
12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY.
13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY.
WSDOT 2-06.3.
GI JOE'S
EXISTING
EXIST. TIRE C
2,305 S.F.
EXIST.
PAV'T-\
N
U
n
K rawm
e
�
N
SITE
NOT T�0 SCALE
c
.�
EL
aa
g cr
OW
FEDE
WAY
COMO
O
U �
Sam *m
g
� W
VICINITY MAP
a N W
En W W
ZZ w!20 �
v!F ���
�o w -W
PROJECT CONTACTS a a m a
o.
BARGHAUSEN CONSULTING ENGINEERS, INC.
JAY GRUBB, P.E.
18215 72ND AVENUS SOUTH
KENT, WASHINGTON 98032
(425) 251-6222, FAX: (425) 251-8782
UTILITY CONTACTS
A CP'1iW�AI
a�
PUGET SOUND ENERGY
z°
22828 68th AVE. SOUTH, SUITE 102
KENT, WA. 98032
BRENT OLSON
(253) 395-6993
N
TFa FP41f]6F O
U.S. WEST COMMUNICATIONS M
7850 S. TRAFTON, BLDG. B
TACOMA, WA 98409 W
SCOTT SLATER o
Y
(253) 597-6194
g rn
uj
LEGAL DESCRIPTION 0 0
U U
THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ir w-
ADDITION "B', ACCORDING TO PLAT RECORDED IN VOLUME 4 a a
OF PLATS AT PAGE(S) 43, RECORDS OF KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 0
0
N N
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, � E
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY,
WASHINGTON;
THENCE NORTH 01' 34' 08" EAST ALONG THE WEST LINE OF
SAID SUBDIVISION 496.66 FEET;
THENCE SOUTH 88' 35' 16' EAST, 50.00 FEET TO THE EAST
MARGIN OF SOUTH AND THE TRUE POINT OF BEGINNING;
THENCE SOUTH 88' 35' 16" EAST, 470.00 FEET;
THENCE SOUTH 01' 28' 19' WEST, 467.20 FEET TO THE NORTH
MARGIN OF SOUTH 352ND STREET;
THENCE NORTH 88' 31' 41' WEST ALONG SAID NORTH MARGIN, w N
470.79 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH; P, P,
THENCE NORTH 01' 34' 08' EAST ALONG SAID EAST MARGIN, �2
466.71 FEET TO THE TRUE POINT OF BEGINNING.
0 0
DATUM "
BASIS OF BEARINGS PER RECORD OF SURVEY BY SADLER
BARNARD AND ASSOCIATES, INC. IN SEPTEMBER, 1990.
>`
p
HELD MONUMENTS IN 16TH AVENUE SOUTH AND BEARING
LL.
OF N01'34'08" E.
VERTICAL DATUM IS KCAS NGVD 1929. BENCHMARK
IS TOP BOLT ON FH NE CORNER 16TH AVE S AND
S 352ND ST. ELEVATION = 250.19 FEET.
(THIS BM HAS SUBSEQUENTLY BEEN DESTROYED.)
rn
TEMPORARY BENCHMARK: BCE #3 SET 1/2-INCH REBAR
WITH BARGHAUSEN CONSULTING ENGINEERS, INC CONTROL
CAP IN NORTHWEST CORNER EXISTING PARKING LOT, 74.0
FEET EAST OF CENTERLINE 16TH AVENUE SOUTH AND 330.3
I
FEET NORTH OF CENTERUNE OF SOUTH 352ND STREET.
POINT IS 7.4 FEET NORTH OF STORM DRAIN MANHOLE "I".
m
ELEVATION ON TOP OF REBAR IS 257.46 FEET.
a
TOPOGRAPHIQAL SURVEY PROVIDED BY,
o
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVENUS SOUTH
KENT, WASHINGTON 98032
(425) 251-6222, FAX: (425) 251-8782
CML - SHEET INDEX
C1 - COVER SHEET
C2 - DEMOLITION/T.E.S.C. PLAN
C3 - DEMOUTION/T.E.S.C. PLAN
V)
C4 - SITE IMPROVEMENT PLAN
Ld
C5 - SITE IMPROVEMENT PLAN
j
NOTES:
C6 -
GRADING/DRAINAGE PLAN
C7 -
GRADING/DRAINAGE PLAN
w
Q
I.
TOTAL CAMPUS SQUARE ACREAGE: 25.84 AC.
C8 -
C9 -
DETAILS, SECTIONS, AND NOTES
DETAILS, SECTIONS, AND NOTES
p
SUBJECT PROPERTY ACREAGE: 5.04 AC.
C10-
DETAILS, SECTIONS, AND NOTES
N
2.
TYPE OF CONSTRUCTION: IIN, VN (1HR) OCCUPANCY TYPE: S-3
C11-
C12-
DETAILS, SECTIONS, AND NOTES
SOUTH 352ND STREET IMPROVEMENT PLAN
�
14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED
(NON COMBUSTIBLE) - GASOLINE FACILITY.
C13A-
TRAFFIC SIGNAL POLE RELOCATION PLAN
BY THE DIRECTOR OF PUBLIC WORKS AND NOTED ON THESE APPROVED PLANS. ANY OPEN
3.
C136-
TRAFFIC SIGNAL POLE FACE SCHEDULE &DETAILS
N
CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 (B)3.
NO EASEMENTS ARE CURRENTLY KNOWN TO EXIST ON OR ARE PROPOSED
C13C-
TRAFFIC SIGNAL POLE SCHEMATIC PLAN
00
WITHIN THE PROJECT AREA THAT WOULD PRECLUDE THE CONSTRUCTION
C14-
STORM 'VAULT/RETAINING WALL STRUCTURAL
115.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,
OF THE PROJECT AS SHOWN.
SECTIONS AND DETAILS
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS
TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY
4.
NO ENVIRONMENTAL CONSTRAINTS, SUCH
C15-
STORM VAULT/RETAINING WALL STRUCTURAL
IN CONNECTION WITH THE PERFORMANCE .OF WORK COVERED BY THE CONTRACTOR. ANY
WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT
AS EXISTING STREAMS, PONDS,
WETLANDS, NATURAL DRAINAGE COURSES, OR OTHER SURFACE WATER
C16-
SECTIONS AND DETAILS
STORM VAULT/RETAINING WALL STRUCTURAL
MAY INTERRUPT NORMAL TRAFFIC FLOW
SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL
FEATURES ARE CURRENTLY KNOWN TO EXIST WITHIN 100 FEET OF THE
SECTIONS AND DETAILS
y
SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 -TRAFFIC CONTROL, SHALL
PROJECT SITE.
C17-
STORM VAULT/RETAINING WALL STRUCTURAL
J
APPLY.
SECTIONS AND DETAILS
5.
NO SIGNIFICANT TREES WERE OBSERVED ON THE SITE.
C18-
STORM VAULT/RETAINING WALL STRUCTURAL
Q
16. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS
(STOP, DEAD END, NO
SECTIONS AND DETAILS
T
OUTLET, STREET NAME ETC.). PER LATEST EDITION OF "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES-
6.
THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN
TS7-
TOPOGRAPHIC SURVEY MAP
-
(MUTCD . "WATER
UTILITY DISTRICT
SYSTEM AND SEWER SYSTEM
STANDARDS" AND
17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING
COURSE.
ANY ADDENDA THERETO.
S GRG
�P DF WAS// BB
18. ALL FILLS REQUIRE DENSITY TEST AND SOIL REPORTS.
EARTHWORK
ESTIMATE
PffW NO.: 01-103280-00-00
19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION
ONLY. ROCKERIES
(FOP. PERMtiTING ONLY)
C� FEDERAL WAY
SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL
'ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS
SE IO AND 21. ROCKERIES MAY NOT EXCEED EIGHT FEET HEIGHT FOR CUT
SECTIONS OR
CUT: 250 CY-
IMPORTED FILL: 400 CY
Q3
� A�,�^�
o of 28527 p
0YSTER�
FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A
L
APPROVED BY: , v ~'
Fs
S��
GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
DATE: 1
NA L
- 11 oL
EXPIRES 01-07-03
0
c0
Q
0
i
Lu.
w (L
2
w co
a 0
w Q
> Q >:
U Z O
w J
O
O w
O w
,
I.L
N
w 0
co Z
wp 0
O Q � Z �(�0
001 ui
12co
I)
u� �Q
a
co
c
U
ai
O
c
II
U
o Z
N
-
CD
o
O
�
m
m OD
N
it:
t
a
N
O
U
Q 0
x
�
C
o
C
o
v,
"Q
u
w
0 U
z
o
Z W
W
N
v
x
pZ
zW
-
N
S z
o
000
�
Z04
o
`°
0N
0) to
00
Z
m z
Q I
3
I
z W
o
u")
C
L0
o�
6
E
.N-.
L0 L0
w
Z
Ld N
N
J
v
o
Y �q-iv
U N
n
n
O
�
T
A
b
E
°e
n
z
b
�
�
o
,
�
o
`=
o
o
n
O ;'