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PORTIONO-F TEE NI �/OF TEE 1/4OF SEC eTWP 21RGE 4 E� W,,Mn
CITY OF FEDERAL
CG
i
S 316TH ST
STREET LIGHT (PUBLIC ROAD)
SEE DETAIL ca _ (COLLECTOR) APPROAMATE LOCATIONS
F EXlSTING DRIVEWAYS
5' POWER EASEMENT � 7' TO BE DEDICATED
TO THE CITY OF FEDERAL WAY COMMERCIAL DRIVEWAY
9 EC. NO. 804804
EXISTING CU GUTTER SEE DETAIL
7 GAS MEN co TO BE PRESERVED
�.•
RE • NO. 001291628 SEE SECTION 6 SHEET C6 457.98 457,87 457.50 457.38
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DISABLED PARKING AREA 9.85
SEE DETAIL -- Q .
7
,
Y, R 1 4 ON
KING COUNTY, WASHIll GT
459. `,.ST .0 rIV` 1, O F LIABILITY INSURANCE SHALL [ T [ PRIOR T T ,
wCONSTRUCTION MEETING.
7 •,�
SDCO`.� �- C _ --,, 2, ALL PIPE D APPURTENANCES SHALL LAID PROPERLY PREP FOUNDATION IN
- ACCORDANCE IT T 7--02, (1 , [ LL [ L L LI G CC C E
[= 7. PROPOSED TBUILDING_ `� y
= ,71 I ARCHITECTURAL S __, .. ._ _......r. E UD OC CUR CH BOTTOM, THE TOP OF F TI MATERIAL, REQUIRED PIBEDDING, IF R
I E 9.0 GRADE S THAT THE ENTIRE PIPE IS. SUPPORTED BY A UNIF LY DENSE UNYIELDING SE,
wcm FF==459.9 9.69
F [ :-
64 =Sno 3, STEEL PIPE SHALL BE GALVANIZEDHAVE ASPHALT TREATMENT 1 OR BETTERINSIDE
6" PVC T. a SLOPE MINt o f 09ON WALL ±1' OUTSIDE.
CURB P 459.16 45&97
i{4 A NTRANSITIONr , ALL DRAINAGE S C S, SUCHS CATCH I L T LOCATED WITHIN
° 4, TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLIDLOCKING LIDS. ALL DRAINAGE STRUCTURES
w , E 1.. S CI E FACILITY L HAVE SOLID LOCKING LIDS.
10 1, I =48.a6 .f 4-7,
y
, ,
[E-.5mG p.�."� ALL CATCH I GRATES SHALL F T I NUMBERSp
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EX
R , ALL DRIVEWAY CULVERTS LOCATED ITHI TRIGHT—OF—WAY SHALL F SUFFICIENT L T
S C w PROVIDE MINIMUM:1 LOPE E C F IV Y T TT ITCH.
I = 5 • EXPOSE F RATION
CULVERTS SHALL V BEVELED D S T T E I SLOPES.
IE=454.21 MIN LJ EXPOSE FOUNDA11ON BE
ROCK FOR EROSION PROTEC11ON OF DITCHES, CHANNELS AND SWALES, WHERERE I , MUST
ELEC. TRANSFORMER
66459.85
`
F SOUQUAYROCK, PLACED TO T F T MUST ET THE F LOWING
F EF L
x .. . w w-'`_------ SPECIFIC T O K/4 -- SI pp CK/ �--4 o PASS[ G; _2EX pp
ELECTRICAL w .78 45 .51 ',- OCK/I 7--2 S [ I ST LL TISHALL BE IN ACCORDANCE C S DRAWING NUMBER
TI E IN THIS
48—�
9. " w 98w 7-' - w w
w
1 AS
Y APPROVEDL
L ASPHALTCONCRETE L SHALL
�NOT E USED.
SHOULD I TEX
DE TMAINTAINPCP _47 -OUTS . ,LOTS T APPROVED F INFILTRATION
INAGE OUTLETS (S
STUB
OUTS SHA
o FOR PP ISH LL CONFORM T E FOLLOWING.
-GROUND41
EL- 7 IL98CONG LTw , A. EACH OUTLET SHALL SUITABLY LOCATED T LOWEST ELEVATION O THE LOT, SO AS T
D - C =- CURB
a- SERVICE ALL F ROOF DOWNSPOUTS FOOTING I , [ AYS, YARDA[ S,
k
I . C6 -- ANY OTHER SURFACESUB—SURFACE INECESSARY T E T LOTS SUITABLE
L
I 3. [
w THEIRI USE, E OUTLET L V FREE
SEE IL
—FLOWING, POST VE WAGE TO
w ,� F
"- 37 31 2� PAVEMENT SECTION :« P T T CONVEYANCESYSTEM T A P UTF LL LOCATION.
7 AIL ,
w 3 w .• w w w w a B. OUTLETS ON EACH LOT SHALL BE LOCATED I -- T[, 2 X 4 STAKE D
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EEC ,
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"STORM". E STUB —OUT -UTSHALL EXTEND L EL, BE VISIBLE E SECURED
rTO THE STAKE. ` KC S 7, 4 AND, 4 ` CJ
I =4.3 Cl. PIPEMATERIAL SHALL CONFORM T ISPECIFICATIONSDESCRIBED[
IE
f DETECTION. =453.23 MIN
IFNON—METALLIC, THE PIE LL T I THEP LE
.i
1' WATER EASEMENT
PER REC NO. 861106126,E w
" xDRAINAGEEASEMENTS E U[ F I SYSTEMSDESIGNED TO CONVEY FLOWS
SEE EAST STORM CONVEYANCE THROUGH INDIVIDUAL LOTS.
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7
PLAN & PROFILE
2 LOCATIONS O ALL
THE APPLICANT/CONTRACTOR T/ ACTO IS RESPONSIBLE L I TELEPHONES
TIE
Ep
. .- STUB —OUT CONVEYANCE LINES IT T TO THE UTILI
,W1 FOR:
N " TELEVISION).
SEE T CONVEYANCE
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DUAL STUB
—OUTS SHALL I PRIVATELY MAINTAINED Y H LOT HOME
PLAN & H SERVICE5F. ALL INDIVI
,—PER ELEC. PLANIE_
EI � E, DAIL p
P SHEET E1.1RAPHIC SCALE
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180
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1' WATE AS MENT w
kw
PER REC. NO 40 1212
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454. 7
wI • E1IN FEET
EXTRUDED C NCw 17
.00
RIM
h WORK
SCLCI
55
EARTH
1
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454
" = , 127 DIP 1.0
1[ 1, I= ,7NET 1 Y FILL
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ILL = Y
I CALCULATION IS FORPERMIT ONLY.
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-45
45186 BENCH MARK
EX
w w V ww w w w EST L45 PROJECT :
45T
DACC AT T E O T T
VERTICAL GJ&@'A�7�i itK�
FjQlrhfii�N TO ANGLE POINT
OF 1RANSIiION�
(TIE ART CURBS INTO EST
E EXPANSION JOINTSRiYP)N��
(i)
I
L-
COMMERCIAL DRIVEWAY
SEE DETAIL
E �QUADRANT OF PAC. HWY. S. (SR99) AND
ELEVA11ON = 461.26 FEET.
r a_.. - KS LISTED AS THE CITY
RCI L I __ _ _� THIS C I
S F FEDERAL Y , , 172-47-1 p
- 1
SAT ELEV. = 461.65 T,
THIS LIGHT POLE REPLACED DURING
f a• w
��__ _ ___ �_A= CONSTRUCTION
T._`
,
STORMGATE SEPARATOR I T EAREST EXPANSION JOINTS VER11CAL.__
{ I IT
RIM=455.50
ULT= , I) EX CH 1-TYPE 1
IE IN (N)=451, 4 =454®0 RIM=452.85 NGVD 1929
IE OUT (E)=451.33I r2IE=4 8.8 W 12" CMP
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A Its
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MAP
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NOT TO SCALE
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN COR A CE WITH THE FEDERAL WAY CITY C (F CCp
APPLICABLE DI A C S, AND THE CITY COUNCIL COND111ONS OF PROJECTAPPROVAL.
THESE
E E
DOCUMENTS E SUPPLEMENTED Y THE STANDARD SPECIFICATIONS ROAD, , p
MUNICIPAL CONSTRUCTION (WSDOT P , THE KING COUNTY STANDARDS CRS, AND THE
KING COUNTY SURFACE WATER DESIGN MANUAL (KCS D • IT SHALL BE THE SOLE RESPONSIBILITY
F THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT Y ERROR, OMISSION, OR
VARIA11ON FROM THE ABOVE REQUIREMENTSFOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE
T NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY.
2, THE DESIGNELEMENTS WITHIN THESE PLANS HAVE EEN REVIEWED ACCORDING TO THE FEDERAL
WAY ENGINEERING REVIEW H KLI T, SOME ELEMENTS MAY HAVE BEENOVERLOOKED I S
BY i ENGINEERING LREVIEWER. Y VARIANCE FROM ADOPTED STANDARDS IS NOT
ALLOWED L SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR T
CONSTRUCTION.
3, APPROVAL OF THIS ROAD, GRADINGs AND DRAINAGE PLAN T CONSTITUTE AN APPROVAL OF
Y OTHER CONSTRUCTION (E.G.O ETIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS,
ELECTRICITY, ETC.)
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRE—CONSTRUC11ON MEETING MUST BE
HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION
REPRESENTATIVE.
• A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS I
PROGRESS.
fi, CONSTRUCTION NOISE SHALL BE LIMITED AS PER FEDERAL WAY CITY CODE (SECTION 2— {DO ;
NORMALLY THIS IS 7 AM. TO 8 P.M., MONDAY THROUGH SA RAY,
7, IT SHALL BE THE APPLICA T'S,/CONTRACT 'S RESPONSIBILITY TO OBTAIN LL CONSTRUCTION
EASEMENTSECES Y BEFORE INITIATING OFF --SITE WORK WITHIN THE ROAD RIGHTS —OF —WAY.
8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN N THESE APPROVED L
ANS
SHALL NOT BE CONSTRUCTED UNLESS N 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.
. VERTICAL DATUM SHALL BE KCAS OR NGVD-29.
1, GROUNDWA SYS CO S UCTION SHALL E WITHIN A RIGHT—OF—WAY OR APPROPRIATE
DRAINAGEEASEMENTS, BUT NOT UNDERNEATH E ROADWAY SECTION. LL GROUNDWATER
SYSTEMSU T BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD
SPECIFICATIONS.
11, ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE BACKIFILLED WITH 5/8 INCH CRUSHED ROCK.
12, ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY.
1, ALL ROADWAY SUBGRADE SHALL BE BACKFILLEDAND COMPACTED TO 95%DENSITY I
ACCORDANCE WITH WSDOT 2-06.3.
14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE
DIRECTOR F PUBLIC WORKS AND NOTED ON THESE APPROVED L NS, ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH KCRS , 3( 3. -
1, THE CONTRACTORSHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY
DEVICES, R CTI EQUIPMENT, FL GGE S, AND ANY OTHER NEEDEDACTIONS TO PROTECT LI ,
HEALTH,FETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION NTH THE
PERFORMANCE F WORK COVERED Y THE CONTRACTOR. ANY WORK WITHINE TRAVELED I T--
-- Y THAT MAY INTERRUPT L TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER
EACH LANE OF TRAFFIC AFFECTED, ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS
1-
07.23—TRAFFIC CONTROL, SHALL APPLY.
1• CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNINGSIGNS PER E LATEST
ADDITION F MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE,
18. ROCKERIESCONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSIONLY,
ROCKERIESLL NOT BE CONSTRUCTEDTO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL
BE CONSTRUCTED ROCKERIES Y
I ACCORDANCE CRS G 1, 1,
i` EXCEED 8 FEET IN I T FOR CUT SECTIONS 4 FEET IN HEIGHT FOR FILL SEC nONS UNLES
DESIGNEDY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
CITY OF FEDERAL WAY
1. ALL CURBS ARE TO 8E EXTRUDED CURBS UNLESS OTHERWISE NOTED.
SEE DETAIL.
C6
BW =BACK OF WALK
FL =FLOW LINE
1BC =TOP BACK OF CURB
EX =EXISTING
TOW =TOP OF WALL
BOW =BOTTOM OF WALL
2. ALL SPOT ELEVATIONS ARE TO FINISHED ASPHALT GRADE UNLESS
OTHERWISE NOTED.
PERMIT« 05-101211 -CO
\PPROVED
i>IFE RN
a
� e
CLIENT:
WOODSTONE CREDIT UNION
P.O.
O 27030
FEDERAL AY, 98093
TEL: 253-2-70 FAX'
EMAIL:
PROJECT ENGINEER: T. HOLDERMAN
E-MAIL: TIMH@SOUNDENGINC.COM
DRAWN: J. RARR
BY
: TD
8Y DATE
SCALE: V=20'
DATE'. 3114/0
PROJECT #: 04141.10
SHEET #:
cwr.,z nr-