24-100477-4b - PHNM - PH2 - Plans-02-01-24I-5
I-5
509
NAD 83/91
NAVD 88VICINITY MAP
SCALE: 1" = 2,000'
S 308TH ST
S 304TH ST
S 302TH ST
16TH AVE S WAY SMILITARYR
D
S
R
E
D
O
N
DO
S DASH PT RD
S 293RD ST7
TH
P
L
S1ST AVE SS MA
RI
N
E
HI
L
L
S
W
Y
4TH AVE S8TH AVE SS 288TH ST
PACIFIC HWY SPACIFIC HWY SRED
O
N
D
O
B
E
A
C
H
D
R
S
S 305TH ST
SW 308TH ST
SW 304TH ST
8TH AVE SS 308TH ST 23RD AVE SS 298TH ST
S 300TH ST
S 296TH
S
T
S 295TH
S
T
S 312TH ST
S 292ND S
T
S 272ND ST
SW 312TH ST
1ST AVE SSW
DAS
H
PT
R
D 12TH AVE SW16TH AVE SW21ST AVE SWSW 304TH ST
SW 320TH ST
13TH AVE SWSW 316TH ST
S 298TH ST
FEDERAL
WAY 18TH AVE SS 320TH ST
S 316TH ST 28TH AVE S23RD AVE S4TH AVE SS 316TH ST
S 316TH
S
T
3
8
TH
A
V
E
S
S 312TH ST37TH AVE SS 294TH ST
S STAR LAKE RD
POVERTY BAY
MARINE VIEW DR SS 268TH ST
16TH AVE SS 264TH PL
WOO
D
M
O
N
T
D
R
S
S 260TH ST S 259TH PL
MILITARY RD S40TH AVE SS 262ST ST
S 284TH ST
S 279TH ST
13TH AVE S272ND ST
NEW
S
MILITARY RD SSTAR
LAKE
COVER SHEET, LOCATION MAP, & SHEET INDEX
CV01
1J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
PROJECT
LOCATIONS
SHEET INDEX
SHEET SHEET TITLE PAGE NO.
CV COVER SHEET, LOCATION MAP, & SHEET INDEX 1
KM KEY MAP & SURVEY CONTROL INFORMATION 2
LG LEGEND 4
AL ALIGNMENT & ROW PLANS 5
TS TYPICAL SECTIONS 16
SP SITE PREPARATION AND TESC PLANS 19
PV PAVING & GRADING PLANS 30
PD PAVING DETAILS 41
TP TRAIL PROFILES 46
DR DRAINAGE PLANS AND PROFILES 52
DD DRAINAGE DETAILS 59
WN WALL NOTES 60
WP WALL PLANS AND ELEVATIONS 61
WD WALL SECTIONS AND DETAILS 66
PM PAVEMENT MARKING PLANS 71
SN SIGNING TABLE & DETAILS 73
IL ILLUMINATION PLANS 74
LS PLANTING SCHEDULE 76
LP PLANTING PLANS 77
LD PLANTING DETAILS 90
City of Federal Way
Public Works Department
PACIFIC HIGHWAY S NON-MOTORIZED CORRIDOR PROJECT
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST)
PHASE 2
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-CV.dwg, 11/8/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity 1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
R
Call 811
two business days
before you dig
1
2 3 4 5 6 7 8 9 10 11
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-KM.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
KEY MAP & SURVEY CONTROL INFORMATION
KM01
2J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
0
1 inch = feet
150 300 600
300
KEY MAP
SCALE: 1" = 300'S 303RD STS 304TH STS 308TH STS 302ND STRED
O
N
D
O
W
A
Y
S
15TH PL SS DASHPO
INT
RD
16TH AVE S
PACIFIC HWY S
PACIFIC HW
Y
S
16TH AVE S
PACIFIC HWY S
S 288TH STSURVEY CONTROL NOTES:
EQUIPMENT AND PROCEDURES
TRIMBLE R10 GNSS GPS RECEIVER
1" (SECOND) TRIMBLE S-6 TOTAL STATION AND ELECTRONIC DISTANCE MEASURING UNIT, CALIBRATED ON 09/12/2019 AND CONFORMS TO MANUFACTURE'S
SPECIFICATIONS BY FRONTIER PRECISION A LOCAL TRIMBLE INSTRUMENT REPRESENTATIVE.
TRIMBLE DINI DIGITAL LEVEL USED WITH A BARCODE FACED LEVELING ROD
LEICA SCANSTATION C10 TERRESTRIAL LASER SCANNER CALIBRATED ON 03/2/2020 AND CONFORMS TO MANUFACTURE'S SPECIFICATIONS ISSUED BY
LEICA GEOSYSTEMS INC. LOCATED LAWRENCEVILLE, GEORGIA USA.
PRIMARY CONTROL POINTS DERIVED BY RTK GPS OBSERVATIONS FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN).
ADDITIONAL SECONDARY CONTROL POINTS DERIVED BY CONVENTIONAL TOTAL STATION TRAVERSE AND DIFFERENTIAL LEVEL RUN
BASIS OF BEARING
RTK GPS DERIVED BETWEEN LIN AND ASSOCIATES CONTROL POINTS 1840 AND 1838 N 0°37'47" E HORZ. DIST.=794.25'
HORIZONTAL DATUM:
PROJECT GROUND COORDINATES BASED UPON WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/2011 NORTH ZONE, US SURVEY FOOT.
OBSERVED BY RTK GPS OBSERVATIONS FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN).
SCALE FACTOR = 1, WHERE GRID = GROUND MEASUREMENTS FOR PROJECT LIMITS.
VERTICAL DATUM:
THE VERTICAL DATUM IS NAVD 88, US SURVEY FOOT.
BENCHMARK: CITY OF FEDERAL WAY BENCH MARK MONUMENT B.M. NO. 2172-47-1; ELEVATION 465.196 (NAVD88) 461.653 (NGVD-29);
LOCATION: MOST WESTERLY BOLT ON SIGNAL POLE AT NORTH WEST QUADRANT AT SOUTH 312TH STREET AND PACIFIC HIGHWAY SOUTH.
REFERENCE'S:
RECORD OF SURVEYS, KING COUNTY AFN'S: 197604020412, 197802249007; 197901229001; 198402169024; 198504179001; 198610019002; 198610019002;
198703109001; 198712089031; 199002069001; 199103069012; 199106199006; 199110149013; 199209029013; 199210169001; 199504259005; 199512139004;
199702039003; 20000324900005; 20010412001177; 20021014900010; 20050511001104; 20060523001874; 20061201900004; 20070510900006; 20090512900001;
20110920900001; 20120928900004; 20180502900007; 20190419900003;
ROW PLANS: KC GRAVEL PIT_KING COUNTY ROAD SERVICES-MAP VAULT-20200116-SET-2258 (1); DES MOINES PIERCE COUNTY ROAD_KING COUNTY ROAD
SERVICES-MAP VAULT-20200116-57347; AUBURN-REDONDO ROAD_KING COUNTY ROAD SERVICES-MAP VAULT-20200116-SET-441;
AUBURN-REDONDO ROAD_KING COUNTY ROAD SERVICES-MAP VAULT-20200116-60692, AUBURN-REDONDO ROAD FIELD BOOKS_KING COUNTY ROAD
SURVEY CONTROL NOTES (CONT'D):
SERVICES-MAP VAULT-20200116-73268; 509_SO._296TH_ST._INTERSECTION_CHANNELIZATION (1);
509_30TH_AVE._S.W._TO_JCT._SR_99 (2); 099_REDONDO_TO_TACOMA (1); 099_REDONDO_TO_SEATTLE (1); 16THAVE_KING COUNTY ROAD SERVICES-MAP
VAULT-20200116-66151; 16THAVE_KING COUNTY ROAD SERVICES-MAP VAULT-20200116-12057;
ROW DEEDS: AFN'S: 20020926002284 WARRANTY DEED; 20031209001872 WARRANTY DEED; 20060202002348 WARRANTY DEED; 20060216001662 WARRANTY
DEED; 20060330002463 WARRANTY DEED; 20060802002691 QCD; 20071115000668 QCD;
20090618001571 WARRANTY DEED; 20090629001849 WARRANTY DEED; 20090818002121 WARRANTY DEED; 20091116000236 QCD; 20120426000925 WARRANTY
DEED; 20120426000926 WARRANTY DEED; 20120426000927WARRANTY DEED;
20190329000115 WARRANTY DEED; 20190329000116 WARRANTY DEED; 201002040012139 WARRANTY DEED;
PLAT OF: AFN 197605050449 MARLBROOK DIV 1, AFN 198102240410 MARLBROOK NORTH, AFN 198708270945 SOUNDVIEW TERRACE, AFN 198807260699
SCARBOROUGH DIV 3, AFN 199101110273 CAL VERT ADD
AFN 1999703060148 HERITAGE WOODS DIV 1; AFN 19111002770013 HALLS ACRE TRACTS; AFN 20060824000176 CONDO HABIT STEEL LAKE; AFN
194908023924579 FEDWAY ADDITION; AFN 195410134495816 PLAT AQUACENE;
AFN 195506284588795 MEREDITHVIEWADD; AFN 195506284588795 MEREDITH VIEW ADD; AFN 196509215930711 LAURELWOOD SOUTH DIV-4; AFN
196604206017273 LAURELWOOD WEST; AFN 196608316076513 LAURELWOOD NORTH NO. 1;
AFN 196807126376117 PLAT OF FIRE TREE ESTATES;
KING COUNTY ASSESSOR'S NORTHEAST QUARTER SECTION MAP OF SECTIONS 05 AND 08, TOWNSHIP 21 NORTH, RANGE 04 EAST, WILLAMETTE MERIDIAN,
KING COUNTY, WASHINGTON,
KING COUNTY ASSESSOR'S NORTHWEST QUARTER SECTION MAP OF SECTIONS 04 AND 09, TOWNSHIP 21 NORTH, RANGE 04 EAST, WILLAMETTE MERIDIAN,
KING COUNTY, WASHINGTON,
KING COUNTY ASSESSOR'S SOUTHEAST QUARTER SECTION MAP OF SECTION 05, TOWNSHIP 24 NORTH, RANGE 04 EAST, WILLAMETTE MERIDIAN, KING
COUNTY, WASHINGTON,
KING COUNTY ASSESSOR'S SOUTHWEST QUARTER SECTION MAP OF SECTION 04, TOWNSHIP 21 NORTH, RANGE 04 EAST, WILLAMETTE MERIDIAN, KING
COUNTY, WASHINGTON,
KING COUNTY ASSESSOR'S SOUTHWEST QUARTER SECTION MAP OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 04 EAST, WILLAMETTE MERIDIAN, KING
COUNTY, WASHINGTON,
TITLE INFORMATION: NO TITLE INFORMATION WAS PROVIDED
INTENDED USE OF THE TOPOGRAPHIC ELEMENTS SHOWN HEREIN ARE FOR CIVIL ENGINEERING DESIGN PURPOSES.
CONTOURS PORTRAYED HEREIN ARE DERIVED FROM DIRECT FIELD OBSERVATIONS, FROM TERRESTRIAL LIDAR SCAN AND CONVENTIONAL TOTAL
STATION MEASUREMENTS.
CONTOUR ACCURACY IS ONE-HALF THE CONTOUR INTERVAL BASED NATIONAL MAPPING STANDARDS.
LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON FIELD MEASUREMENT BY LOCATING PAINT MARKS PROVIDED BY PRIVATE
UTILITY LOCATING SERVICE APS.
PROJECT LIMITS ALONG 16TH AVE S AND PORTION OF PACIFIC HYW. S BETWEEN 288TH ST AND S 308TH ST, CITY OF FEDERAL WAY, KING COUNTY,
WASHINGTON.
DATES VISITED :
JAN 24, 27, 30, FEB 18, 2-21, 27-28, MAR 12, APR 15, 20, 2020
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-KM.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
KEY MAP & SURVEY CONTROL INFORMATION
KM02
3J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-LG.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
LEGEND
LG01
4J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
222B - USE RIVR/SHOR
2222 - USE ALIN/BLIN/GLIN/PLIN
11 - INDICATE UTILITY TYPE
2222 - USE GLIN/PLIN
11 - INDICATE UTILITY TYPE
WA-2222-EXST-LIN
11-SERV-EXST-LIN
SD-2222-EXST-LIN
SS-GLIN-EXST-LIN
SS-PLIN-EXST-LIN
ST-PLIN-EXST-LIN
OL-PLIN-EXST-LIN
GS-PLIN-EXST-LIN
TL-BLIN-EXST-LIN
PO-BLIN-EXST-LIN
TL-ALIN-EXST-LIN
PO-ALIN-EXST-LIN
TV-BLIN-EXST-LIN
TV-ALIN-EXST-LIN
222B - USE STAT/CNTY/CITY
222A - USE RANG/TWNS
SV-222B-EXST-LIN
SV-16ST-EXST-LIN
SV-QSCT-EXST-LIN
SV-SECT-EXST-LIN
SV-LROW-EXST-LIN
SV-ROFW-EXST-LIN
SV-PARK-EXST-LIN
SV-222A-EXST-LIN
SV-PROP-EXST-LIN
SV-MEAN-EXST-LIN
SV-ESMT-TEMP-LIN
SV-ESMT-PERM-LIN
SV-DLCM-EXST-LIN
SV-CONT-INDX-LIN
TE-CONT-EXMR-LIN
SV-CNTL-EXST-LIN
222A - USE CURB/PVMT
SF-222B-EXST-LIN
SF-WALL-EXST-LIN
SF-RLRD-EXST-LIN
SF-SWMP-EXST-LIN
SF-LAKE-EXST-LIN
SF-GURD-EXST-LIN
SF-FENC-EXST-LIN
SF-222A-EXST-LIN
SF-DTCH-EXST-LIN
SF-BLDG-EXST-LIN
3333 - USE EXST/PROP
SF-LITE-3333-SYM
SF-VEGE-3333-SYM
SF-VEGE-3333-SYM
SF-SIGN-3333-SYM
SF-VEGE-3333-SYM
SF-ROCK-3333-SYM
SF-RIPR-3333-SYM
SF-MAIL-3333-SYM
SF-EMBT-3333-SYM
SF-BUSS-3333-SYM
3333 - USE EXST/PROP
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
TF-CHAN-3333-SYM
3333 - USE EXST/PROP
SD-STCR-3333-SYM
SD-GLIN-3333-SYM
SD-STCR-3333-SYM
SS-STCR-3333-SYM
SS-STCR-3333-SYM
3333 - USE EXST/PROP
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGN-3333-SYM
TF-SIGN-3333-SYM
TF-SIGN-3333-SYM
TF-SIGN-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
TF-SIGL-3333-SYM
222A - USE RANG/SECT/TWNS
3333 - USE EXST/PROP OR FOUN/THEO
222B - USE PRCL/LOTN
SV-222B-3333-SYM
SV-CTRL-3333-SYM
SV-SOIL-3333-SYM
SV-SECT-3333-SYM
SV-222A-3333-SYM
SV-222A-3333-SYM
SV-16ST-3333-SYM
SV-QSCT-3333-SYM
SV-SECT-3333-SYM
SV-CTRL-3333-SYM
SV-CTRL-3333-SYM
SV-CTRL-3333-SYM
SV-CTRL-3333-SYM
SV-CTRL-3333-SYM
SV-SECT-3333-SYM
SV-LOT#-3333-SYM
SV-CTRL-3333-SYM
3333 - USE EXST/PROP
11 - USE PO/TL
3333 - USE EXST/PROP
TL-STCR-3333-SYM
11-STCR-3333-SYM
PO-STCR-EXST-SYM
PO-STCR-3333-SYM
GS-VALV-3333-SYM
TL-STCR-3333-SYM
11-STCR-3333-SYM
PO-STCR-3333-SYM
GS-METR-3333-SYM
WA-VALV-3333-SYM
WA-VALV-3333-SYM
WA-VALV-3333-SYM
WA-VALV-3333-SYM
WA-VALV-3333-SYM
WA-VALV-3333-SYM
WA-FITT-3333-SYM
WA-FITT-3333-SYM
WA-FITT-3333-SYM
WA-FITT-3333-SYM
WA-FHYD-3333-SYM
WA-FHYD-3333-SYM
WA-METR-3333-SYM
WA-FITT-3333-SYM
WA-FITT-3333-SYM
WA-FITT-3333-SYM
WA-FITT-3333-SYM
WA-FITT-3333-SYM
PROPERT
CONT
CONT
INSERT ELEVATION AT 6" INTERVALS (TEXT 0.1" HIGH)***
CYANCONTOUR (MAJOR)
C2W/C2WP2-WAY LEFT TURN
CLT/CLTP
STRAIGHT ARROW CSA/CSAP
EXIST.
EXIST.
TWNWIRE NOTE
AERIAL TERMINAL COMPARTMENT
EXIST.
EXIST.
SMON/SMONP(MON)MONUMENT (SURFACE)
SMIC/SMICP(MIC)MONUMENT (IN CASE)
SIP/SIPP(IP)IRON PIPE
SBC/SBCP(BC)BLOCK CORNER
SBM/SBMP(BM)BENCH MARK
SAP/SAPP(AP)ANGLE POINT
EXIST.
THEOR./
LAYERBLOCKDESCRIPTION (ABBR)SYMBOL
SURVEY SYMBOLS
TV/TVP(TEL V)
VAULT
TELEPHONE
TELR/TELRP(TEL R)
RISER
TELEPHONE
UPA/UPAP
ANCHOR
UTILITY POLE
UP/UPP(PP, TP)UTILITY POLE
PTWR(TRANS TWR)
TOWER
TRANSMISSION
PV/PVP(POW V)POWER VAULT
PTRAN/PTRANP(P TRAN)
TRANSFORMER
PAD MOUNTED
GV/GVP(GV)GAS VALVE
GMET/GMETP(GM)GAS METER
EXIST.
LAYERBLOCKDESCRIPTION (ABBR)SYMBOL
SYMBOL
EXIST.
GAS/POWER/TELEPHONE SYMBOLS
WATER SYMBOLS
WPV/WPVP(PV)PLUG VALVE
WGV/WGVP(WV)GATE/GENERAL
WCKV/WCKVP(CK)CHECK
WBFV/WBFVP(BF)BUTTERFLY
WBOV/WBOVP(BO)BLOW-OFF
WARV/WARVP(AIR)AIR RELIEF
VALVES:
WTH(THD)THREAD
WHUBPUSH-ON/HUB
WMJ(MJ)MECHANICAL
WFL(FL)/(BL FL)FLANGE/BLIND FL
JOINTS:
WFH3/WFH3P(FH)3-NOZZLE
WFH2/WFH2P(FH)2-NOZZLE
FIRE HYDRANTS:
WMET/WMETP(WM)WATER METER
WTB/WTBP(TB)THRUST BLOCK
WRED/WREDP(RED)REDUCER
WGP/WGPP(GP)GUARD POST
WCOUP/WCOUPP(CPL)COUPLING
WCAPCAP/PLUG
CS/CSPSTOP
CSC/CSCPSCHOOL
CO/COPONLY
CB/CBP
ERW1WHITERETAINING WALL (EXISTING)
TELEPHONE (AERIAL)
POWER (AERIAL)
CABLE TELEVISION (AERIAL)
BTELEREDTELEPHONE (BURIED)
BPREDPOWER (BURIED)
BTVREDCABLE TELEVISION (BURIED)
WATER
ATELE
STORM_DRAIN
STEAM
SS
AP
OIL
GAS
SFB/SFBP
SFSN/SFSNP
SFS/SFSP
SFR/SFRP
SFRR/SFRRP
SFD/SFDP
SFC/SFCP
SFL/SFLPYARD LIGHT
CLM2/CLM2P
CLM1/CLM1P
CRR/CRRP
CLR/CLRP
CRS/CRSP
CLS/CLSP
CRT/CRTP
CLRS/CLRSP
* COLOR DEPENDS ON TYPE OF UTILITY (E.G. POWER, WATER, ETC.)
STATEGREENSTATE/COUNTY/CORPORATE LIMIT
PARKCYANRESERVATION/PARK/FOREST (EX)
ROWL1CYANRIGHT-OF-WAY (LIMITED ACCESS)
MARSHWHITEMARSH/SWAMP PERIMETER
CONTINUOUSWHITECURB/PAVEMENT/SIDEWALK (EX)
EXBUILDGREENBUILDING LINE (EXISTING)
LANE MARKERS TYPE II
RAISED MARKERS:
CHS/CHSP
CHOV/CHOVP
LEFT-RIGHT ARROW
RIGHT-STRAIGHT ARROW
LEFT-SRAIGHT ARROW
RIGHT TURN ARROW
LEFT TURN ARROW
LT.RT.STR.ARROW
SFMB/SFMBP
SFBS/SFBSP
RIP RAP
BIKE PATH
HANDICAP SYMBOL
H.O.V. LANE SYMBOL
RAILROAD CROSSING
LANE MARKERS TYPE I
LANE CONTROL ARROWS:
BUS STOP
ROCKERY
EMBANKMENT
MAIL BOX
SIGN
SHRUB
TREE (Conifer)
TREE (Deciduous)
LAYER
SS-FM
ATV
16THSECT
QTRSECT
SECT
EXROW
MEANDER
TEMPESMT
DLC
EXCNTL
TRACKS2
LAKE
GUARDEX
FENCELINE3
DITCH
MAGENTA
YELLOW
RED
WHITE
MAGENTA
WHITE
RED
MAGENTA
MAGENTA
MAGENTA
RED
CYAN
CYAN
GREEN
CYAN
YELLOW
YELLOW
CYAN
CYAN
CYAN
YELLOW
YELLOW
WHITE
CYAN
WHITE
YELLOW
YELLOW
WHITE
WATER
UTILITY SERVICE LINE (GENERAL)
STORM DRAINAGE
STEAM
SANITARY SEWER
OIL
GAS
FORCE MAIN
UTILITIES (EXISTING):
SIXTEENTH SECTION LINE
QUARTER SECTION LINE
SECTION LINE
RIGHT-OF-WAY (EXISTING)
PROPERTY LINE (EXISTING)
MEANDER LINE
EASEMENT (TEMPORARY)
EASEMENT (PERMANENT)
DONATION LAND CLAIM (EXIST.)
CONTOUR (MINOR)
CENTERLINE (EXISTING)
SURVEY:
RAILROAD
RIVERBANK/SHORELINE
LAKE/POND
GUARDRAIL (EXISTING)
FENCE (EXISTING)
CREEK/DITCH CENTERLINE (EXIST.)
(PB)
(JB)
EMERGENCY VEHICLE INDICATOR LIGHTS:
TRG/TRGP
GATE
R/R CROSSING
LINETYPE LT NAMECOLORDESCRIPTION
LINETYPESCHANNELIZATION SYMBOLS
DESCRIPTION BLOCK LAYERSYMBOL
SURFACE FEATURES/LANDSCAPING
SYMBOL DESCRIPTION BLOCK LAYER
SDMH/SDMHP
SDC/SDCP
SDCB/SDCBP
SSMH/SSMHP
SSCO/SSCOP
(SDMH)
(CULV)
(CB)
(SSMH)
(C0)
STORM DRAIN MANHOLE
STORM DRAIN CULVERT
STORM DRAIN CATCH BASIN
SAN. SEWER MANHOLE
SAN. SEWER CLEAN OUT
SANITARY/STORM SEWER SYMBOLS
DESCRIPTION (ABBR)BLOCK LAYERSYMBOL
SYMBOL DESCRIPTION (ABBR)BLOCK LAYER
SIGNALIZATION SYMBOLS
SSB/SSBP
SOT
SMC/SMCP
SCC/SCCP
SSXC/SSXCP
SQC/SQCP
SSC/SSCP
SSCT
(MC)
SOIL BORING
OWNERSHIP TIE
MEANDER CORNER
CLOSING CORNER
SIXTEENTH CORNER
QUARTER CORNER
SECTION CORNER
SECTION CENTER
SECTION DATA:
LAYERBLOCKDESCRIPTION (ABBR)
AERIAL DISCONNECT
DETECTORS:
DIPOLE DETECTOR
QUADRAPOLE DETECTOR
PEDESTRIAN DETECTOR
FLASHING WARNING
SYSTEM
INDICATOR LIGHTS
JUNCTION BOX
OPTICOM SENSOR
OPTICOM SENSOR W/
INDICATOR LIGHTS
PEDESTRIAN PUSHBUTTON
POST W/ PUSHBUTTON
PEDESTRIAN SIGNAL
HEAD
POLE NOTE
R/R CROSSING
SIGNAL
SIGNAL CONTROLLER
SIGNAL LOAD CENTER
STREET LIGHT
ASSEMBLY
TRAFFIC SIGNS:
BRIDGE
CANTILEVERED
SINGLE POST
DOUBLE POST
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL POLE
W/ LUMINAIRE
TRAFFIC SIGNAL
SUPPORT POLE
VEHICLE SIGNAL HEAD
VEHICLE SIGNAL HEAD
W/ARROW INDICATOR
TAD/TADP
TATC/TATCP
TDD/TDDP
TQD/TQDP
TPD/TPDP
TFWS/TFWSP
TIL/TILP
TJB1/TJB1P
TOS/TOSP
TOSL/TOSLP
TPB/TPBP
TPSH/TPSHP
TPN
TRC/TRCP
TSC/TSCP
TSLC/TSLCP
TSLA/TSLAP
TSB/TSBP
TSCL/TSCLP
TSS/TSSP
TSD/TSDP
TPOL/TPOLP
TSPL/TSPLP
TSPOL/TSPOLP
TVH/TVHP
TVHA/TVHAP
SPOT ELEVATION
TAX LOT / PARCEL NUMBER
WITNESS CORNER
SSE/SSEP
STLN
SWC/SWCP
(OT)
(SB)
(SE)
(WC)
TJB2/TJB2P
TJB3/TJB3P
(TYPE I, II, III)
RANGE/TOWNSHIP LINE GREEN
CONTINUOUS
CONTINUOUS
CONTINUOUS
SERV
ALIN - AERIAL LINE
BLIN - BURIED CONDUIT
GLIN - GRAVITY LINE
PLIN - PRESSURE LINE
RESERVATION/PARK/FOREST (PRO)PARKGREEN SV-PARK-PROP-LIN
RIGHT-OF-WAY (LIMITED ACCESS)ROWL1 SV-LROW-PROP-LINGREEN
STATE/COUNTY/CORPORATE LIMITGREEN STATE SV-222B-PROP-LIN
(PLINE .03"WIDE)
R01
C04
C02 C05
C06
PARCEL: 2503000040
LUO XINMIN
1405 S. 308TH ST,
FEDERAL WAY, WA 98003
PARCEL: 2503000035
HUL OK PAEK
1443 S. 308TH ST,
FEDERAL WAY, WA 98003
PARCEL: 7853600240
RICHLAND INVEST & DEVELOP
30800 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0921049120
ELLIMAR PROPERTIES LLC
30650 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0921049121
SPECIAL EDITION OF AMERICA
30600 PAC HWY S.,
FEDERAL WAY, WA 98003
10+00 11+00 12+00 13+00
BP STA. 9+78.63
PC STA. 11+48.46
N09°14'44"E
169.83'
STA. 10+56.32, 20.41' LT
EX. R/W BOUNDARY
PROP. R/W BOUNDARY
STA. 10+57.73, 10.69' LT
STA. 10+70.97, 9.48' LT
CONTROL PT 213
CONTROL PT 18313.0'5.0'A-LINE
STA. 10+69.79, 4.46' LT
ALIGNMENT CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
RADIUS
5777.30'
45.00'
21.00'
5.00'
670.00'
70.00'
70.00'
200.00'
200.00'
500.00'
27.00'
DELTA
4°22'50"
63°00'57"
69°48'25"
90°07'33"
13°02'58"
45°22'22"
30°18'21"
5°58'55"
6°05'20"
2°10'29"
47°44'05"
LENGTH
441.70'
49.49'
25.59'
7.86'
152.60'
55.43'
37.03'
20.88'
21.25'
18.98'
22.49'
PI
13+69.42
18+65.84
20+78.25
21+31.32
52+10.87
53+28.57
53+79.86
56+23.03
57+63.75
72+17.09
75+28.61
NORTHING
122799.2133
123255.0571
123465.1168
123466.7219
126512.0240
126627.1069
126673.2945
126917.2615
127057.5868
128510.2582
128821.6168
EASTING
1273411.9681
1273485.2109
1273427.2508
1273370.4919
1273479.5470
1273451.8810
1273480.5803
1273487.1799
1273476.3024
1273520.1728
1273522.4203
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93MATCHLINE: STA 12+98.96SEE DWG AL02ALIGNMENT & RIGHT-OF-WAY PLAN
AL01
5J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
0
1 inch = 20 feet
10 20 40
T. 21 N., R. 4 E. W.M.
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PACIFIC HWY S
C07 C08
PARCEL: 0921049102
SPECIAL EDITION OF AMERICA
30604 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0921049149
JAMES MORRISON
30620 PAC HWY S.,
FEDERAL WAY, WA 98003
R03
PARCEL: 0921049124
VIEW AT THE LAKES LLC
30602 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0821049001
FEDERAL WAY PUBLIC SCHOOL SYSTEMS
31031 PAC HWY S.,
FEDERAL WAY, WA 98003
M01>>>>13+00 14+00
15+00
16+00
17+00
PI STA. 17+09.05
PT STA. 15+90.16
EX. R/W BOUNDARY PROP. R/W BOUNDARY
STA. 15+45.47, 5.00' LT
STA. 15+43.75, 13.00' LT
STA. 15+33.53, 60.97' LT
STA. 17+26.76, 5.05' LT
CONTROL PT 101813.0'5.0'PC STA. 16+54.92, 60.73' LT
A-LINE
STA. 13+21.90, 17.59' LT
STA. 13+22.83, 13.00' LT
STA. 13+07.95, 17.00' LT
STA. 13+05.82, 13.00' LT
C1
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG AL01MATCHLINE: STA. 12+98.96SEE DWG
AL03MATCHLINE
:
STA
.
17+34
.28
ALIGNMENT & RIGHT-OF-WAY PLAN
AL02
6J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
0
1 inch = 20 feet
10 20 40
T. 21 N., R. 4 E. W.M.
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PARCEL ID PARCEL #OWNER TOTAL AREA (SF)ROW ACQUSITION (SF)REMAINING AREA (SF)CONSTRUCTION EASEMENT (SF)
M01 821049001 FEDERAL WAY PUBLIC SCHOOL SYSTEMS 1,662,735 4,263 1,658,472 3,152
PACIFIC HWY S
C13
C14
C17
C18C0
9
PARCEL: 0921049124
VIEW AT THE LAKES LLC
30602 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0921049044
FBEF HOLDINGS LLC
30509 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0921049192
BFEF HOLDINGS LLC30602
30400 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0921049232
BRUCE CLAUSEN
30423 PAC HWY S.,
FEDERAL WAY, WA 98003
C16 PARC
E
L
:
0
9
2
1
0
4
9
2
5
4
BRUC
E
C
L
A
U
S
E
N
30400
P
A
C
H
W
Y
S
.
,
FEDE
R
A
L
W
A
Y
,
W
A
9
8
0
0
3
PARCEL: 0921049217
BRUCE CLAUSEN
30421 PAC HWY S.,
FEDERAL WAY, WA 98003
C15>>>>PARCEL: 0921049253
RUCE CLAUSEN
30419 PAC HWY S.,
FEDERAL WAY, WA 98003
18+00
19+00 20+00 21+0022+00
PI STA. 18+29.63
PI STA. 20+16.86
PI STA. 19+97.14
PC STA. 21+26.31
PC STA. 20+63.60
PC STA. 18+38.25
PT STA. 21+34.17
PT STA. 20+89.19
PT STA. 18+87.75
N88°22'48"W
37.12'
N01°4
4
'
4
4
"
E
220.2
5
'
EX. R/W BOUNDARY
PROP. R/W BOUNDARY
EX. R/W BOUND
A
R
Y
PROP. R/W BOU
N
D
A
R
Y
EX. R/
W
B
O
U
N
D
A
R
Y
PROP
.
R
/
W
BOUN
D
A
R
Y
4.1'
STA. 18+90.52, 13.88' RT
STA. 18+34.62, 21.14' RT
STA. 21+08.57, 28.66' LT
STA. 21+28.39, 32.06' LT
STA. 21+27.92, 26.59' LT
STA. 21+09.85, 24.62' LT
CONTROL
PT 10174
CONTROL PT 10
1
8
4 5.0'PT STA. 20+15.38, 42.31' LT
PRC STA. 20+15.85, 17.69' RT
PRC STA. 22+81.61,
53.38' RT
PC STA. 20+38.02, 42.33' LT
C4
A-LINE
C2
C3
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG AL02MATCHLINE: STA. 17+34.280
1 inch = 20 feet
10 20 40
ALIGNMENT & RIGHT-OF-WAY PLAN
AL03
7J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER MATCHLINE: STA 22+40.00SEE DWG AL040
1 inch = 20 feet
10 20 40
16TH
A
V
E
S
PA
C
I
F
I
C
H
W
Y
S
16TH AVE S
T. 21 N., R. 4 E. W.M.
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PARCEL ID PARCEL #OWNER TOTAL AREA (SF)ROW ACQUSITION (SF)REMAINING AREA (SF)CONSTRUCTION EASEMENT (SF)
C13 921049044 FBEF HOLDINGS LLC 12,229 1,653 10,576 -
C19
C22 C23
C21
PARCEL: 0921049254
BRUCE CLAUSEN
30400 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0921049036
INV 3 LLC
30405 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0521049204
RICHARD RIVERA
1600 S. 304TH ST.,,
FEDERAL WAY, WA 98003
PARCEL: 2500000000
N/A - NOT LISTED
30317 16TH AVE S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049040
LIGHTHOUSE KOREAN
30333 PAC HWY S.,
FEDERAL WAY, WA 98003>>>>
23+00
24+00
25+00
26+00 27+00N01°44'44"E
220.25'
EX. R/W BOUNDARY
PROP. R/W
BOUNDARY
PRC STA. 22+81.61,
53.38' RT
PT STA. 22+80.32,
6.61' LT
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG AL03MATCHLINE: STA. 22+40.000
1 inch = 20 feet
10 20 40
ALIGNMENT & RIGHT-OF-WAY PLAN
AL04
8J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
16TH AVE SS 304TH STPHASE 1 - NOT IN THIS CONTRACT
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PARCEL ID PARCEL #OWNER TOTAL AREA (SF)ROW ACQUSITION (SF)REMAINING AREA (SF)CONSTRUCTION EASEMENT (SF)
C19 921049036 INV 3 LLC 26,538 244 26,294 104
C21 421049040 LIGHTHOUSE KOREAN 36,600 62 36,538 57
C22 521049204 RICHARD RIVERA 54,827 -54,827 300
C23 250000000 N/A - NOT USED 31,879 -31,879 636
C30
C31
M04
PARCEL: 0521049158
HBH1 LLC
1520 S. DASH POINT RD,
FEDERAL WAY, WA 98003
C32
PARCEL: 0521049157
LEE & THERESA HARRIS
1530 S. DASH POINT RD,
FEDERAL WAY, WA 98003
PARCEL: 0421049031
RAI & TIWANA LLC
29625 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049200
CITY OF FEDERAL WAY
NO ADDRESS - LISTED AS VACANT
COMMERCIAL PROPERTY>>>>46+00
47+00
4
8
+
0
0
49+00 50+00
PI STA. 50+04.28
N17°23'23"W
23.12'
N23
°
5
8
'
4
4
"
E
12.
0
4
'
N01°05'45"E
20.24'
N
4
2
°
2
1
'
2
9
"
E
7
9
.
9
0
'
N00°47'46"E
130.90'
N02°36'53"E
99.48'
PROP. R/W
BOUNDARY
EX. R/W BOUNDARY
PROP. R/W BOUNDARY3.0'8.0'STA. 48+93.92, 2.15' RT
STA. 49+98.81, 10.63' RT
CONTROL PT 202
STA. 49+48.05, 78.73' LT
STA. 49+58.06, 57.56' LT
STA. 49+98.89, 5.63' RT
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
ALIGNMENT & RIGHT-OF-WAY PLAN
AL05
9J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
0
1 inch = 20 feet
10 20 40
16TH AVE S REDONDO WAY S
T. 21 N., R. 4 E. W.M.S DASH POINT RD (SR 509)S DASH POINT RD (SR 509)SEE DWG AL06MATCHLINE: STA. 50+70.00PHASE 1 -
NOT IN THIS CONTRACT
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PARCEL ID PARCEL #OWNER TOTAL AREA (SF)ROW ACQUSITION (SF)REMAINING AREA (SF)CONSTRUCTION EASEMENT (SF)
C30 0421049031 RAI & TIWANA LLC 37,253 321 36,932 -
M04 421049200 CITY OF FEDERAL WAY 22,547 881 21,666 -
R24
C34M05
R23
PARCEL: 0521049023
CONSTANCE GRAFF
NO ADDRESS - LISTED AS VACANT
PARCEL: 0521049171
CONSTANCE GRAFF
29425 REDONDO WAY S.,
FEDERAL WAY, WA 98003
PARCEL: 3040200060
CITY OF FEDERAL WAY
NO ADDRESS - LISTED AS VACANT
COMMERCIAL PROPERTY
PARCEL: 3040200055
CITY OF FEDERAL WAY
NO ADDRESS - LISTED AS VACANT>>>>>>>>
>>
51+00
52+00
53+00
54+00 55+00
PI STA. 51+03.76
PC STA. 51+34.24
PC STA. 52+99.31 PC STA. 53+60.90
PT STA. 52+86.84 PT STA. 53+54.74
PT STA. 53+97.93N00°28'04"W
30.48'
N13°31'03"W
12.47'
N31°51'19"E
6.16'N01°32'58"E
214.65'
EX. R/W BOUNDARY
PROP. R/W BOUNDARY
PROP. R/W BOUNDARY
EX. R/W BOUNDARY
8.0'5.0'STA. 52+17.89, 9.24' RT
STA. 52+91.62, 25.72' RT
STA. 53+36.27, 3.32' LT
STA. 53+53.92, 20.99' LT
STA. 53+60.11, 15.10' LT
CONTROL PT 1839
CONTROL PT 203
CONTROL PT 204
12.0'STA. 51+08.99, 0.10' RT
C5
C6
C7
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
ALIGNMENT & RIGHT-OF-WAY PLAN
AL06
10J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG AL05MATCHLINE: STA. 50+70.00MATCHLINE: STA 55+35.00SEE DWG AL070
1 inch = 20 feet
10 20 40
REDO
N
D
O
W
A
Y
S
T. 21 N., R. 4 E. W.M.
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PARCEL ID PARCEL #OWNER TOTAL AREA (SF)ROW ACQUSITION (SF)REMAINING AREA (SF)CONSTRUCTION EASEMENT (SF)
M05 3040200060 CITY OF FEDERAL WAY 22,296 879 21,417 -
R25
R26
PARCEL: 3040200025
REDONDO TERRACE LLC
29421 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0521049048
LEONARD & CYNTHIA OLSON
NO ADDRESS - LISTED AS VACANT
>>
56+00
57+00
58+00 59+00
PC STA. 56+12.58
PC STA. 57+53.12
PT STA. 56+33.46
PT STA. 57+74.37N04°25'57"W
119.66'EX. R/W BOUNDARY
EX. R/W BOUNDARY
12.0'12.0''10.0''5.0'STA. 55+58.68, 19.00' RT
STA. 56+79.13, 24.99' RT
STA. 57+40.92, 15.77' LT STA. 58+01.45, 13.38' LT
STA. 59+47.43, 33.33' RT
STA. 59+47.44, 26.33' RT5.0'27.0'CONTROL PT 206 5.0'C8
C9
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG AL10MATCHLINE: STA. 55+35.000
1 inch = 20 feet
10 20 40
ALIGNMENT & RIGHT-OF-WAY PLAN
AL07
11J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER MATCHLINE: STA 59+90.00SEE DWG AL120
1 inch = 20 feet
10 20 40
T. 21 N., R. 4 E. W.M.
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PARCEL ID PARCEL #OWNER TOTAL AREA (SF)ROW ACQUSITION (SF)REMAINING AREA (SF)CONSTRUCTION EASEMENT (SF)
R25 3040200025 REDONDO TERRACE LLC 128,547 -128,547 9,522
R26 0521049048 LEONARD & CYNTHIA OLSON 211,266 117 211,149 3,728
*PARCEL AREAS BELOW ARE FROM THE COUNTY ASSESSOR RECORDS
*
C35 C36 C37 C38
R27
PARCEL: 3040200005
PUGET SOUND ENERGY
29305 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049007
NORDBERG INVESTMENT GROUP LLC
29223 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049241
LADONNA VAIL
29211 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049069
LADONNA VAIL
29209 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0521049026
LEONARD & CYNTHIA OLSON
29106 REDONDO WAY S.,
FEDERAL WAY, WA 98003>>60+00
61+00 62+00 63+00 64+00
PI STA. 63+50.00 PI STA. 64+33.12
N01°39'23"E
575.63'
N03°00'47"E
83.12'
PROP. R/W BOUNDARY
PROP. R/W BOUNDARY
EX. R/W BOUNDARY
5.0'5.0'5.0'20.0'10.0'29.0'11.0'STA. 59+47.44, 26.33' RT
STA. 60+41.27, 13.85' LT
STA. 61+03.84, 26.28' RT STA. 61+03.82, 21.03' RT STA. 62+22.22, 20.81' RT
STA. 62+22.18, 10.81' RTSTA. 61+03.80, 11.03' RT
STA. 61+03.45, 8.97' LT
STA. 62+19.50, 9.18' LT
STA. 64+31.85, 11.52' LT
STA. 63+22.22, 21.56' RT
STA. 63+22.29, 39.58' RT
STA. 64+32.68, 18.47' RT
CONTROL PT 207
CONTROL PT 208
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG AL11MATCHLINE: STA. 59+90.000
1 inch = 20 feet
10 20 40
ALIGNMENT & RIGHT-OF-WAY PLAN
AL08
12J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
T. 21 N., R. 4 E. W.M.MATCHLINE: STA 64+45.00SEE DWG AL13EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PARCEL ID PARCEL #OWNER TOTAL AREA (SF)ROW ACQUSITION (SF)REMAINING AREA (SF)CONSTRUCTION EASEMENT (SF)
R27 0521049026 LEONARD & CYNTHIA OLSON 83,635 -83,635 1,898
C35 3040200005 PUGET SOUND ENERGY 29,216 -29,216 802
C36 0421049007 NORDBERG INVESTMENT GROUP LLC 25,866 2,368 23,498 1,184
C37 0421049241 LADONNA VAIL 22,125 2,000 20,125 2,881
C38 0421049069 LADONNA VAIL 24,026 2,200 21,826 1,209
*PARCEL AREAS BELOW ARE FROM THE COUNTY ASSESSOR RECORDS
C39
R29
C40 C42
C41 C43
PARCEL: 5162100270
CINDY ESSER & LORI FORBES
29045 15TH PL S.,
FEDERAL WAY, WA 98003
R31 R32 R33
PARCEL: 5162100250
SCOTT & MARIA ROBINSON
29035 15TH PL S.,
FEDERAL WAY, WA 98003
R30
PARCEL: 5162100260
PIERRE LEROVELL
29039 15TH PL S.,
FEDERAL WAY, WA 98003
PARCEL: 5162100240
BETTY LOCK
29023 15TH PL S.,
FEDERAL WAY, WA 98003
PARCEL: 5162100230
JOE HERBERT
29015 15TH PL S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049140
HUNG-JYE & SHU-TZE LIN
29013 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049240
HUNG-JYE & SHU-TZE LIN
29009 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049041
RAN LY THI NGUYEN
29005 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049074
DAVID & LANA KELLER
29001 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049036
RAN LY THI NGUYEN
29005 PAC HWY S.,
FEDERAL WAY, WA 98003>>>>65+00 66+00 67+00 68+00 69+00N01°38'55"E
774.48'
PROP. R/W BOUNDARY
PROP. R/W BOUNDARY
20.0'10.0'20.0'13.0'11.0'18.0'10.0'STA. 65+05.58, 18.33' RT
STA. 65+82.20, 8.19' RT STA. 67+32.27, 25.92' RT
STA. 68+62.51, 7.71' RT
STA. 67+32.20, 7.94' RT
STA. 67+44.70, 7.91' RT
STA. 68+62.61, 20.71' RT
CONTROL PT 209
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG AL12MATCHLINE: STA. 64+45.000
1 inch = 20 feet
10 20 40
ALIGNMENT & RIGHT-OF-WAY PLAN
AL09
13J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
15TH PL S
T. 21 N., R. 4 E. W.M.MATCHLINE: STA 69+05.00SEE DWG AL14EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PARCEL ID PARCEL #OWNER TOTAL AREA (SF)ROW ACQUSITION (SF)REMAINING AREA (SF)CONSTRUCTION EASEMENT (SF)
C39 0421049140 HUNG-JYE & SHU-TZE LIN 28,260 2,999 25,261 2,267
C40 0421049240 HUNG-JYE & SHU-TZE LIN 27,652 3,000 24,652 2,699
C41 0421049036 RAN LY THI NGUYEN 2,277 250 2,027 163
C42 0421049041 RAN LY THI NGUYEN 21,309 2,356 18,953 1,533
C43 0421049074 DAVID & LANA KELLER 10,679 1,200 9,479 660
C44 C45 C46
FEDERAL WAY, WA 98003
R34 R35 R36
PARCEL: 5162100220
NICHOLAS & REGOONA BASSETT
29005 15TH PL S.,
FEDERAL WAY, WA 98003
PARCEL: 5162100310
STEVEN WATT
1434 S. 290TH PL.,
FEDERAL WAY, WA 98003
PARCEL: 5162100300
CARL ST. CLAIR
28913 15TH PL S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049070
DAVID & LANA KELLER
28837 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049047
GIUSEPPE NAPPO
28835 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049034
GIUSEPPE NAPPO
28817 PAC HWY S.,
FEDERAL WAY, WA 98003
>>
>>
69+00 70+00 71+00 72+00
73+00
PI STA. 72+99.41PC STA. 72+07.60 PT STA. 72+26.58
N00°31'34"W
72.83'
PROP. R/W
BOUNDARY
PROP. R/W BOUNDARY
20.0''11.0'STA. 69+22.51, 7.61' RT STA. 69+85.01, 7.49' RT
STA. 71+85.01, 7.15' RT
STA. 73+02.55, 10.08' RT
STA. 73+02.69, 40.59' RT
CONTROL PT 10195
CONTROL PT
10193
CONTROL PT
10194
CONTROL PT 10192
CONTROL PT 210
30.5'A-LINE
STA. 71+85.24, 37.68' RT
STA. 71+85.17, 28.64' RT
STA. 71+56.66, 28.76' RT
STA. 71+56.68, 18.17' RT
21.5'C10
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG AL13MATCHLINE: STA. 69+05.000
1 inch = 20 feet
10 20 40
ALIGNMENT & RIGHT-OF-WAY PLAN
AL10
14J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
T. 21 N., R. 4 E. W.M.MATCHLINE: STA 73+60.00SEE DWG AL15EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PARCEL ID PARCEL #OWNER TOTAL AREA (SF)ROW ACQUSITION (SF)REMAINING AREA (SF)CONSTRUCTION EASEMENT (SF)
C44 0421049070 DAVID & LANA KELLER 11,020 1,250 9,770 688
C45 0421049047 GIUSEPPE NAPPO 34,556 4,000 30,556 2,497
C46 0421049034 GIUSEPPE NAPPO 19,798 2,350 17,448 3,586
C47 C48 C49 C50
R38
R39 R40 R41 R42
PARCEL: 5162100290
SCOTT & PAT THOMASSON
NO ADDRESS - LISTED AS VACANT
R37
PARCEL: 5162100280
RONALD & DONNA CHURCH
28901 15TH PL S.,
FEDERAL WAY, WA 98003
PARCEL: 7876800070
DARRYL & DIANNE BELEIL
28723 16TH AVE S.,
FEDERAL WAY, WA 98003
PARCEL: 7876800060
TED & KAREN NAFF
28717 16TH AVE S.,
FEDERAL WAY, WA 98003
PARCEL: 7876800050
CLIVE GREENE
28641 16TH AVE S.,
FEDERAL WAY, WA 98003
PARCEL: 7876800040
CAROLE DENCKLAU
28639 16TH AVE S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049024
99 INVESTMENT LLC
28815 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 3322049132
REINHARD DISTRIBUTING
CO., INC.,
28727 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 3322049158
28717 LLC
28717 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 3322049057
ROBERT KIM
28707 PAC HWY S.,
FEDERAL WAY, WA 98003
75+75
74+00 75+00
EP STA. 75+74.87
PI STA. 75+00.00
PC STA. 75+16.66
PT STA. 75+39.16
N
4
3
°
1
4
'
0
8
"
E
3
5
.
7
2
'
EX. R/W BOUNDARYPROP. R/W BOUNDARY
EX. R/W BOUNDARY
PROP. R/W BOUNDARY
EX. R/W BOUNDARY20.0'STA. 74+87.55, 10.24' RT
CONTROL PT 212
C11A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-AL.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG AL14MATCHLINE: STA. 73+60.000
1 inch = 20 feet
10 20 40
ALIGNMENT & RIGHT-OF-WAY PLAN
AL11
15J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
16TH AV
E
S
S 288TH STT. 21 N., R. 4 E. W.M.
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
RIGHT-OF-WAY FEE TAKE
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PARCEL ID PARCEL #OWNER TOTAL AREA (SF)ROW ACQUSITION (SF)REMAINING AREA (SF)CONSTRUCTION EASEMENT (SF)
C47 0421049024 99 INVESTMENT LLC 30,284 3,700 26,584 -
VARIES
4.5'-4.7'
WIDENED
SIDEWALK
EXIST
LANDSCAPE
BUFFER
℄
A-LINE
4.0'
LANDSCAPE
BUFFER
2
4.0"
3
2.0"
TRAIL SECTION S1
A-LINE 10+50 TO 15+90
NTS
12.0'
ASPHALT
TRAIL
℄
2.5"
A-LINE
VARIES
0.0' - 17.0'
LANDSCAPE
BUFFER
1
3
4.0"
TRAIL SECTION S4
A-LINE 19+97 TO 20+17
A-LINE 20+50 TO 20+95
NTS
EXIST
LANDSCAPE
BUFFER
℄
A-LINE
2.0'
CONCRETE
SHOULDER
2
4.0"
3
2.0"
1.5%
TRAIL SECTION S2
A-LINE 15+90 TO 18+35
NTS
SLOPE
VARIES
WSDOT SINGLE
SLOPE CONC
BARRIER
EXIST PARKING LOT
HORIZONTAL
CONTROL
HORIZONTAL
CONTROL
1.5%
1.5%
EXIST
CONCRETE
SIDEWALK
12.0'
CONCRETE TRAIL
SAWCUT
VERTICAL
CONTROL
12.0'
CONCRETE
TRAIL
VARIES
4.0' - 23.3'
LANDSCAPE
BUFFER
℄
A-LINE
2.0'
PAVED
SHOULDER
2
4.0"
3
2.0"
1.5%
TRAIL SECTION S3
A-LINE 18+35 TO 19+45
NTS
EXIST PARKING LOT
HORIZONTAL
AND VERTICAL
CONTROL
SAWCUT
VERTICAL
CONTROL
VARIES
6.6' - 21.2'
WIDENED
SIDEWALK
EXIST
CONCRETE
SIDEWALK
12.0'
CONCRETE
TRAIL
10.0'
TRAIL
℄
4.0"
A-LINE
VARIES
1.9' - 2.0'
LANDSCAPE
BUFFER
2
3
2.0"
TRAIL SECTION S5
A-LINE 21+32 TO 22+92
NTS
HORIZONTAL
CONTROL
1.5%
VARIES
4.0' - 11.4'
LANDSCAPE
BUFFER
4.5'
WIDENED
SIDEWALK
EXIST
CONCRETE
SIDEWALK
SAWCUT
VERTICAL
CONTROL
2:1 M
A
X
2:1
M
A
X
HORIZONTAL
AND VERTICAL
CONTROL
5 5
R/W
10.0'
R/W
VARIES
5.3' - 6.8'
SAWCUT EXIST
PAVEMENT
MATCH EXIST
PARKING LOT
PAVEMENT SECTION
WSDOT SINGLE
SLOPE CONC
BARRIER
SAWCUT EXIST
PAVEMENT
MATCH EXIST
PARKING LOT
PAVEMENT SECTION
SLOPE
VARIES
2:1 M
A
X
2:1
M
A
X
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-TS.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
TYPICAL SECTIONS
TS01
16J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
NOTES
1/2" HMA, PG58H-22 PAVEMENT
CEMENT CONCRETE SIDEWALK
CRUSHED SURFACING TOP COURSE (CSTC)
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE BARRIER CURB PER
CITY OF FW DWG. NO. 3-4
BLACK VINYL COATED CHAIN LINK FENCE -
TYPE 4 (48") PER WSDOT STD PLAN
L-20.10-03
1
2
3
4
5
6
1.5%
10.0'
CONCRETE
TRAIL
℄
A-LINE
CENTER LANE LINE12.0'
NB LANE
REDONDO WAY S
4"
2
3
2"
HORIZONTAL
CONTROL
TRAIL SECTION N1
A-LINE 48+88 TO 50+04
NTS
3.0'
LANDSCAPE
BUFFER
VERTICAL
CONTROL 1.5%
10.0'
CONCRETE
TRAIL
℄
A-LINE
CENTER LANE LINE12.0'
NB LANE
REDONDO WAY S
4"
2
3
2"
HORIZONTAL
CONTROL
TRAIL SECTION N2
A-LINE 50+04 TO 51+20
NTS
2.0'
GRAVEL
SHOULDER
VERTICAL
CONTROL
2.0'
SHOULDER
1.5%
10.0'
ASPHALT
TRAIL
℄
A-LINE
CENTER LANE LINE12.0'
NB LANE
REDONDO WAY S
2"
1
2
4"
HORIZONTAL
CONTROL
2.0'
GRAVEL
SHOULDER
TRAIL SECTION N3
A-LINE 51+20 TO 51+60
NTS
WSDOT
TYPE 2
BARRIERVERTICAL
CONTROL
2.0'
SHOULDER
2.0'
ROADWAY
ASPHALT
1.5%
10.0'
ASPHALT
TRAIL
℄
A-LINE
CENTER LANE LINE12.0'
NB LANE
REDONDO WAY S
2.5"
1
2
4.0"
HORIZONTAL CONTROL
2.0'
ASPHALT
SHOULDER
TRAIL SECTION N4
A-LINE 51+60 TO 53+22
NTS
WSDOT
TYPE 2
BARRIER
VERTICAL
CONTROL
2.0'
ASPHALT
SHOULDER
2.0'
1.5%
℄
A-LINE
CENTER LANE LINE12.0'
NB LANE
REDONDO WAY S
2.5"
1
2
4.0"
HORIZONTAL
AND VERTICAL
CONTROL
2.0'
ASPHALT
SHOULDER
TRAIL SECTION N5
A-LINE 53+22 TO 53+70
NTS
VERTICAL
CONTROL
VARIES
1.0' - 27.0'
GRAVEL
SHOULDER
RETAININGWALLRETAININGWALL10.0'
ASPHALT TRAIL
1
3.0"
3
2.0"
TYPICAL SECTION N6
A-LINE 53+70 TO 55+25
NTSRETAININGWALL 46.0"
HORIZONTAL
AND VERTICAL
CONTROL
1.5%
RAILINGRAILING
VARIES
2.0' - 2.5'
ROADWAY
ASPHALT
8"
1
6"
3
8"
1
6"
3
3
6"
2:1
M
A
X
1.5%1.5%
8"
1
6"
3
1.5%
3
6"
3
6"
R/WVARIES
5.1' - 5.6'
6VARIES
7.0' - 7.2'
R/WVARIES
8.0' - 10.7'
6
R/WVARIES
8.5' - 10.4'
R/WVARIES
9.2' - 29.2'R/WVARIES
13.6' - 29.2'
10.0'
ASPHALT
TRAIL
R/WVARIES
7.0' - 13.6'
36.0"
2.0'
GRAVEL
SHOULDER
6
3
6"
2.0'
GRAVEL
SHOULDER
VARIES
19.0' - 23.0'
R/W ℄
A-LINE
2:1
M
A
X
2:1
M
A
X
2:1
M
A
X
2:1
M
A
X
2:1 M
A
X
1.0' WALL
COPING/FENCE
2.0' GRAVEL
AMENITY ZONE
CHAINLINK FENCE FOR WALL
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-TS.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
TYPICAL SECTIONS
TS02
17J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
NOTES
1/2" HMA, PG58H-22 PAVEMENT
CEMENT CONCRETE SIDEWALK
CRUSHED SURFACING TOP COURSE (CSTC)
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE BARRIER CURB PER
CITY OF FW DWG. NO. 3-4
BLACK VINYL COATED CHAIN LINK FENCE -
TYPE 4 (48") PER WSDOT STD PLAN
L-20.10-03
1
2
3
4
5
6
1.5%
2.5"
1
2
4.0"
HORIZONTAL AND
VERTICAL CONTROL
2.0'
GRAVEL
SHOULDER
TRAIL SECTION N7
A-LINE 55+25 TO 57+75
A-LINE 59+50 TO 71+50
NTS
2.0'
GRAVEL
SHOULDER
2.0'
GRASS
AMENITY ZONE
1.5%
10.0'
ASPHALT
TRAIL
2.5"
1
2
4.0"
HORIZONTAL
AND VERTICAL
CONTROL
2.0'
ASPHALT
SHOULDER
TRAIL SECTION N8
A-LINE 57+75 TO 59+50
NTS
2.0'
GRAVEL
SHOULDER
2.0'
GRASS
AMENITY ZONE
RETAININGWALL1.5%
2.5"1
2 4.0"
HORIZONTAL
AND VERTICAL
CONTROL
2.0'
GRAVEL
SHOULDER
TRAIL SECTION N9
A-LINE 71+50 TO 73+00
NTS
2.0'
ASPHALT
SHOULDER
RETAININGWALL1.5%
14.0'
ASPHALT
TRAIL
2.5"
1
2
4.0"
HORIZONTAL
CONTROL
TRAIL SECTION N10
A-LINE 73+00 TO 75+45
NTSRETAININGWALL VERTICAL
CONTROL
EXISTING
ASPHALT
3
6"3
6"
3
6"3 6"
R/W
VARIES
7.0' - 21.7'VARIES 8.3' - 23.0'
R/W
10.0'
ASPHALT
TRAIL
R/W R/WVARIES
21.3' - 21.7'
VARIES
8.3' - 8.7'PERMANENT
EASEMENT AFTER
STA 61+03
PERMANENT EASEMENT
AFTER STA 61+03
VARIES
10.0' - 12.8'
VARIES
7.2' - 10.0'
10.0'
ASPHALT
TRAIL
VARIES
7.9' - 10.0'
VARIES
10.0' - 10.2'
℄
A-LINE
℄
A-LINE
℄
A-LINE
℄
A-LINE
2:1 M
A
X
2:1 M
A
X
2:1 M
A
X
R/W R/W
2:1
M
A
X
2:1 M
A
X
2:1
M
A
X
2:1 M
A
X
2:1 M
A
X
CHAINLINK FENCE FOR WALL
4.0'
R/W R/W
2:1 M
A
X
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-TS.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
TYPICAL SECTIONS
TS03
18J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
NOTES
1/2" HMA, PG58H-22 PAVEMENT
CEMENT CONCRETE SIDEWALK
CRUSHED SURFACING TOP COURSE (CSTC)
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE BARRIER CURB PER
CITY OF FW DWG. NO. 3-4
BLACK VINYL COATED CHAIN LINK FENCE -
TYPE 4 (48") PER WSDOT STD PLAN
L-20.10-03
1
2
3
4
5
6
STA. 10+92.45, 5.73' LT
STA. 11+23.47, 5.95' LT
STA. 10+49.59, 18.55' LT
C&GC&G
C&G C&G C&G C&G C&G C&G
C&G
C&G
10+00 11+00 12+00 13+00
SAWCUT 6" FROM
BACK OF SIDEWALK
2
SAWCUT 6" FROM
BACK OF SIDEWALK
16
17
18
18
ADJUST ELEC VAULT LID TO GRADE.
CONTRACTOR TO COORDINATE WITH
FEDERAL WAY SCHOOL DIST FOR THIS
ADJUSTMENT
2
2
SEE PAVING PLANS FOR
SAWCUT AND SIDEWALK
REMOVAL NEAR LIGHT POLE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
SITE PREPARATION & TESC PLAN
SP01
19J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
0
1 inch = 20 feet
10 20 40
PACIFIC HWY SS 308TH STSEE DWG SP02MATCHLINE: STA 12+98.96SITE PREPARATION NOTES
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
1
2
LEGEND
3
4
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND CONTACT
INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY UTILITY
ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT MARKING
REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS AND
MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF SIGNAL
RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF LIGHTING
RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS AND
RAILING, REMOVING DRAINAGE FEATURES, REMOVING UNUSED UTILITY
POLES, AND REMOVING GUARDRAIL WALL ARE INCLUDED WITH REMOVAL OF
STRUCTURES AND OBSTRUCTIONS.
STA. 13+21.94, 17.60' LT
STA. 14+77.49, 8.30' LT STA. 15+00.14, 8.17' LT STA. 15+71.14, 6.00' LT
STA. 15+85.12, 10.94' LT
C&G C&G C&G
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
C&G
C&G C&G C&G C&G C&G
C&G
C&G
C&G
13+00 14+00
15+00
16+00
17+00
STA. 18+66.80, 48.42' LT
STA. 17+91.26, 40.73' LT
SAWCUT 6" FROM
BACK OF SIDEWALK
2
R-00
HYDRANT HAS BEEN RELOCATED
BY LAKE HAVEN, CONTRACTOR
TO VERIFY NEW LOCATION
16
18
2
REMOVAL OF CONCRETE STAIRS AND
RAILING, SEE GENERAL NOTE 9
2
WATER METER HAS BEEN RELOCATED
BY LAKE HAVEN, CONTRACTOR TO
VERIFY NEW LOCATION
2
R-012
RELOCATE USPS MAILBOX,
COORDINATE WITH USPS FOR
NEW LOCATION
SEE PAVING PLANS FOR
SAWCUT AND SIDEWALK
REMOVAL NEAR LIGHT POLE SEE PAVING PLANS FOR
SAWCUT AND SIDEWALK
REMOVAL NEAR LIGHT POLE
REMOVE PAVEMENT MARKINGS WITHIN
THIS AREA. PAVING DETAIL FOR LIMITS
STA. 17+43.35, 7.99' LT
PC
R = 48.
0'
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP02
20J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG SP01MATCHLINE: STA 12+98.96SEE DWG
SP03MATCHLINE
:
STA
17+34
.28
PACIFIC HWY S
SITE PREPARATION NOTES
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
1
2
LEGEND
3
4
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND CONTACT
INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY UTILITY
ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT MARKING
REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS AND
MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF SIGNAL
RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF LIGHTING
RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS AND
RAILING, REMOVING DRAINAGE FEATURES, REMOVING UNUSED UTILITY
POLES, AND REMOVING GUARDRAIL WALL ARE INCLUDED WITH REMOVAL OF
STRUCTURES AND OBSTRUCTIONS.
STA. 18+31.00, 10.13' RT
STA. 19+63.18, 39.21' LT STA. 19+96.42, 14.68' LT
STA. 20+17.39, 14.08' LT
STA. 20+51.34, 19.17' LT
STA. 20+96.71, 18.10' LT
STA. 21+20.63, 22.23' LT
STA. 21+27.61, 24.53' LT
STA. 21+36.76, 2.51' RT
STA. 21+31.43, 3.94' LT
STA. 20+96.82, 6.50' RT
STA. 20+92.76, 6.52' RT
STA. 19+63.13, 6.71' RT
STA. 19+44.31, 11.04' RT
STA. 20+48.34,
6.50' RT
STA. 21+20.79, 7.60' RT
STA. 21+22.71, 7.60' RT
C&G
C&G C&G C&G
C&G
C&G
C&G
C&G
C&G
C&G
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXX
X X X
X X X X X X X X X X X
XXX X X X X X
X XXC&GC&GC&G
C&G
C&G
C&
G
18
+
0
0
19+00 20+00 21+0022+00
STA. 19+59.52, 39.22' LT
STA. 19+14.00, 24.56' LT
STA. 18+66.80, 48.42' LT
STA. 17+91.26, 40.73' LT
STA. 19+06.66, 22.55' LT
STA. 19+97.03, 17.55' RT
STA. 20+16.31, 17.69' RT
STA. 19+06.83, 9.00' LT
STA. 22+97.99, 2.45' RT
SAWCUT 6" FROM
BACK OF SIDEWALK
15
8
2
2
4
4
3
2
15
2
4
8
SAWC
U
T
6
"
F
R
O
M
BACK
O
F
S
I
D
E
W
A
L
K
2
13
2
3
R-12
R-11
STA. 17+65.36, 13.32' LT
PT
STA. 17+43.35, 7.99' LT
PC R = 48.0'
SEE PAVING PLANS FOR
SAWCUT AND SIDEWALK
REMOVAL NEAR LIGHT POLE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP03
21J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG SP02MATCHLINE: STA 17+34.28MATCHLINE: STA 22+40.00SEE DWG SP04PA
C
I
F
I
C
H
W
Y
S
16TH
A
V
E
S
16TH AVE S
SITE PREPARATION NOTES
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
1
2
LEGEND
3
4
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND CONTACT
INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY UTILITY
ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT MARKING
REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS AND
MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF SIGNAL
RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF LIGHTING
RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS AND
RAILING, REMOVING DRAINAGE FEATURES, REMOVING UNUSED UTILITY
POLES, AND REMOVING GUARDRAIL WALL ARE INCLUDED WITH REMOVAL OF
STRUCTURES AND OBSTRUCTIONS.
C&G C&G 23+00
24+00
25+00 26+00 27+00
STA. 22+97.99, 2.45' RT
SAWCUT 6" FROM
BACK OF SIDEWALK
2
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP04
22J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
16TH AVE SS 304TH STMATCHLINE: STA 22+40.00SEE DWG SP03PHASE 1 -
NOT IN THIS CONTRACT
SITE PREPARATION NOTES
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW
LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW
LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO
GRADE DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE
ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS
OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND
CONTACT INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY
UTILITY ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT
MARKING REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS
AND MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF
SIGNAL RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF
LIGHTING RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS,
RELOCATIONS, AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS
AND RAILING, REMOVING DRAINAGE FEATURES, REMOVING
UNUSED UTILITY POLES, AND REMOVING GUARDRAIL WALL ARE
INCLUDED WITH REMOVAL OF STRUCTURES AND OBSTRUCTIONS.
1
STA. 49+97.13, 3.74' RT
STA. 49+60.62, 2.91' RT
STA. 49+60.70, 7.10' LT
STA. 21+16.72, 2840.60' RT
STA. 49+97.34, 6.86' LT
STA. 21+13.72, 2840.60' RT
C&G C&G
C&G
C&G C&G
46+00
47+00
48+00
49+00 50+00
SAWCUT 6" FROM
BACK OF SIDEWALK
2
7
2
1SEE GENERAL NOTE 5
6
4
STA. 49+99.24, 3.19' RT
BEGIN FENCE REMOVAL
SEE GENERAL NOTE 5
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP05
23J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
16TH AVE S REDONDO WAY SS DASH POINT RD (SR 509)S DASH POINT RD (SR 509)SEE DWG SP06MATCHLINE: STA 50+70.00PHASE 1 -
NOT IN THIS CONTRACT
SITE PREPARATION NOTES
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
1
2
LEGEND
3
4
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND CONTACT
INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY UTILITY
ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT MARKING
REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS AND
MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF SIGNAL
RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF LIGHTING
RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS AND
RAILING, REMOVING DRAINAGE FEATURES, REMOVING UNUSED UTILITY
POLES, AND REMOVING GUARDRAIL WALL ARE INCLUDED WITH REMOVAL OF
STRUCTURES AND OBSTRUCTIONS.
C&G
C
&
G C&G
C&G
C&G
C&G
C&G
C&G
C&G
C&G
C&
G
C
&
G
C&G
C&G
C&G C&G C&G C&G
C&G C&GC&G
C&G C&G C&G C&G C&G C&G
STA. 53+21.69, 15.74' LT
STA. 52+59.34, 11.52' LT
SAWCUT AP
STA. 51+91.71, 11.72' LT
SAWCUT AP
STA. 51+01.47, 12.42' LT
51+00
52+00
53+00
54+00 55+00
STA. 53+84.67, 17.67' RT
BEGIN FENCE REMOVAL
STA. 54+40.21, 12.77' RT
END FENCE REMOVAL
SAWCUT AP
STA. 51+63.20, 12.48' LT
SAWCUT AP
REMOVE EXISTING GUARDRAIL
REMOVE AND MAINTAIN
EXISTING CAMERA, POLE,
FOUNDATION, AND ASSOCIATED
JUNCTION BOXES AND WIRING
1 11
2
R-02 / R-03
R-04
1
1
SEE GENERAL NOTE 5
SEE GENERAL
NOTE 5
6
PROTECT AND MAINTAIN UTILITY POLE.
UTILITY POLE GUY WIRES HAVE BEEN
RELOCATED BY PSE, CONTRACTOR TO
VERIFY NEW LOCATION
6
6
WATER LINE HAS BEEN
ENCASED BY LAKE HAVEN,
CONTRACTOR TO VERIFY
LOCATION. PROTECT AND
MAINTAIN WATER LINE
PROTECT AND MAINTAIN
EXISTING SEWER PIPE
UNDER PROPOSED WALL
6
PROTECT AND MAINTAIN
EXISTING PSE POLE.
CONTRACTOR TO VERIFY
LOCATION PRIOR TO
CONSTRUCTION
STA. 51+50.08, 0.06' RT
END FENCE REMOVAL
REMOVE UNUSED UTILITY POLE, SEE
GENERAL NOTE 9
EXISTING STORMWATER PIPES IN
THIS AREA WERE NOT FULLY MAPPED
DURING DESIGN. CONTRACTOR TO
VERIFY STORMWATER PIPE
LOCATIONS PRIOR TO
CONSTRUCTION.
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP06
24J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG SP05MATCHLINE: STA 50+70.00MATCHLINE: STA 55+35.00SEE DWG SP07REDO
N
D
O
W
A
Y
S
SITE PREPARATION NOTES
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
1
2
LEGEND
3
4
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND CONTACT
INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY UTILITY
ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT MARKING
REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS AND
MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF SIGNAL
RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF LIGHTING
RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS AND
RAILING, REMOVING DRAINAGE FEATURES, REMOVING UNUSED UTILITY
POLES, AND REMOVING GUARDRAIL WALL ARE INCLUDED WITH REMOVAL OF
STRUCTURES AND OBSTRUCTIONS.
C&G C&G C&G C&G C&G C&G C&G C&G
C&
G
C
&
G
C&G
C&G
C&G
C&G
C&G
C&G
C&G
C&G C&G C&G C&G C&G C&G C&G
C&G C&G
C&G C&G
C&G
C&G C&G
C&G C&G
C&G
C&G
C&G C&G
C&G
C&G
56+00
57+00
58+00 59+00
PROTECT AND MAINTAIN WATER LINE
AND VALVE. LAKE HAVEN TO ADJUST
VALVE TO GRADE DURING
CONSTRUCTION, COORDINATE WITH
LAKE HAVEN TO SCHEDULE ADJUSTMENT
PROTECT AND MAINTAIN WATER LINE
AND VALVES. LAKE HAVEN TO ADJUST
VALVES TO GRADE DURING
CONSTRUCTION, COORDINATE WITH
LAKE HAVEN TO SCHEDULE ADJUSTMENT
6
LAKE HAVEN HAS RELOCATED THIS SEWER
LINE TO ACCOMMODATE NEW TRAIL GRADE,
CONTRACTOR TO VERIFY NEW LOCATION
AT&T HAS RELOCATED THIS
BURIED FIBER LINE TO
ACCOMMODATE NEW TRAIL
GRADE, CONTRACTOR TO VERIFY
NEW LOCATION
3
6
6
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP07
25J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG SP06MATCHLINE: STA 55+35.00MATCHLINE: STA 59+90.00SEE DWG SP08SITE PREPARATION NOTES
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
1
2
LEGEND
3
4
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND CONTACT
INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY UTILITY
ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT MARKING
REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS AND
MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF SIGNAL
RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF LIGHTING
RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS AND
RAILING, REMOVING DRAINAGE FEATURES, REMOVING UNUSED UTILITY
POLES, AND REMOVING GUARDRAIL WALL ARE INCLUDED WITH REMOVAL OF
STRUCTURES AND OBSTRUCTIONS.
C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G
C&G C&G
C&G C&G C&G
C&G C&G
C&G
C&G C&G
C&G
C&G
C
&
G
C&G C&GC&G
C&G C&G C&G C&G
C&G C&G
60+00 61+00 62+00 63+00 64+00
STA. 60+50.01, 9.95' LT
BEGIN FENCE REMOVAL
STA. 64+32.47, 14.92' LT
END FENCE REMOVAL1
1LAKE HAVEN HAS RELOCATED THIS
SEWER LINE TO ACCOMMODATE
NEW TRAIL GRADE, CONTRACTOR
TO VERIFY NEW LOCATION
LAKE HAVEN HAS RELOCATED
THIS WATER LINE, CONTRACTOR
TO VERIFY NEW LOCATION
9
AT&T HAS RELOCATED THIS BURIED
FIBER LINE TO ACCOMMODATE NEW
TRAIL GRADE, CONTRACTOR TO
VERIFY NEW LOCATION
6
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP08
26J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG SP07MATCHLINE: STA 59+90.00MATCHLINE: STA 64+45.00SEE DWG SP09SITE PREPARATION NOTES
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
1
2
LEGEND
3
4
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND CONTACT
INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY UTILITY
ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT MARKING
REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS AND
MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF SIGNAL
RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF LIGHTING
RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS AND
RAILING, REMOVING DRAINAGE FEATURES, REMOVING UNUSED UTILITY
POLES, AND REMOVING GUARDRAIL WALL ARE INCLUDED WITH REMOVAL OF
STRUCTURES AND OBSTRUCTIONS.
C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G
C&G
C&G C&G
C&G
C&G C&G C&G C&G C&G C&G C&G C&G C&G
C&G C&G C&G
C&GC&G
65+00 66+00 67+00 68+00 69+00
9
9
6
LAKE HAVEN HAS RELOCATED
THIS WATER LINE, CONTRACTOR
TO VERIFY NEW LOCATION
PROTECT AND MAINTAIN
WATER METER AND VALVE.
LAKE HAVEN TO ADJUST METER
AND VALVE TO GRADE DURING
CONSTRUCTION, COORDINATE
WITH LAKE HAVEN TO
SCHEDULE ADJUSTMENT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP09
27J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG SP08MATCHLINE: STA 64+45.0015TH PL S
MATCHLINE: STA 69+05.00SEE DWG SP10SITE PREPARATION NOTES
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
1
2
LEGEND
3
4
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND CONTACT
INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY UTILITY
ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT MARKING
REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS AND
MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF SIGNAL
RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF LIGHTING
RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS AND
RAILING, REMOVING DRAINAGE FEATURES, REMOVING UNUSED UTILITY
POLES, AND REMOVING GUARDRAIL WALL ARE INCLUDED WITH REMOVAL OF
STRUCTURES AND OBSTRUCTIONS.
C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G
C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G
C
&
G
C&G
C&G
C&G C&G
C&G
C&G
STA. 73+04.05, 8.04' LT
STA. 73+03.42, 7.00' RT
69+00 70+00 71+00 72+00
73+00
REMOVE EXISTING
GUARDRAIL WALL,
SEE GENERAL NOTE 9
29
LAKE HAVEN HAS RELOCATED
THIS WATER LINE, CONTRACTOR
TO VERIFY NEW LOCATION
6
9PROTECT AND MAINTAIN WATER METER
AND VALVE. LAKE HAVEN TO ADJUST
METER AND VALVE TO GRADE DURING
CONSTRUCTION, COORDINATE WITH
LAKE HAVEN TO SCHEDULE ADJUSTMENT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP10
28J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG SP10MATCHLINE: STA 69+05.00MATCHLINE: STA 73+60.00SEE DWG SP1115TH PL
S
SITE PREPARATION NOTES
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
1
2
LEGEND
3
4
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND CONTACT
INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY UTILITY
ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT MARKING
REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS AND
MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF SIGNAL
RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF LIGHTING
RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS AND
RAILING, REMOVING DRAINAGE FEATURES, REMOVING UNUSED UTILITY
POLES, AND REMOVING GUARDRAIL WALL ARE INCLUDED WITH REMOVAL OF
STRUCTURES AND OBSTRUCTIONS.
C&GX
X
X
X
X
X
C&G C&G C&G C&G C&G C&G
C&G
C&
G
XXXC&GC&G
7
5
+
7
5
74+00 75+00
REMOVE EXISTING GUARDRAIL WALL,
SEE GENERAL NOTE 9
2
R-05 / R-06 / R-07
COMMUNICATIONS PEDESTAL
HAS BEEN RELOCATED BY
COMCAST, CONTRACTOR TO
VERIFY NEW LOCATION
ELEC TRANSFORMER HAS BEEN
RELOCATED BY PSE, CONTRACTOR
TO VERIFY NEW LOCATION
LAKE HAVEN HAS RELOCATED
THIS WATER LINE, CONTRACTOR
TO VERIFY NEW LOCATION
6
3
3
PROTECT AND MAINTAIN WATER METER
AND VALVE. LAKE HAVEN TO ADJUST
METER AND VALVE TO GRADE DURING
CONSTRUCTION, COORDINATE WITH
LAKE HAVEN TO SCHEDULE ADJUSTMENT
REMOVE APPROX 50-FT
OF W-BEAM GUARDRAIL
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-SP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP11
29J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG SP10MATCHLINE: STA 73+60.0016TH AVE S
S 288TH STSITE PREPARATION NOTES
REMOVING FENCE, SEE GENERAL NOTE ABOUT PAYMENT.
SAWCUT.
UTILITY POLE HAS BEEN RELOCATED BY PSE, CONTRACTOR TO VERIFY NEW LOCATION.
UTILITY POLE HAS BEEN RELOCATED BY LUMEN, CONTRACTOR TO VERIFY NEW LOCATION.
GAS SERVICE CONNECTION HAS BEEN LOWERED BY PSE TO ACCOMMODATE NEW
STORMPIPE, CONTRACTOR TO VERIFY LOCATION.
PROTECT AND MAINTAIN MANHOLE LID. LAKE HAVEN TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE WITH LAKE HAVEN TO SCHEDULE ADJUSTMENT.
PROTECT EXISTING FENCE.
PROTECT EXISTING TREE.
PROTECT EXISTING UTILITY POLE.
NOT USED.
REMOVING EXISTING TREE OVER 6 IN. DIAM.
NOT USED.
REMOVING PAINT LINE.
REMOVING PAINTED CROSSWALK LINE.
REMOVING PAINTED TRAFFIC MARKING.
ADJUST CITY TRAFFIC ELEC. BOX LID TO GRADE.
NOT USED.
ADJUST IRRIGATION LID TO GRADE.
1
2
LEGEND
3
4
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
SAWCUT LIMITS, PAYMENT INCIDENTAL TO OTHER ITEMS
EXTENT OF CLEAR & GRUBBING
REMOVING CEMENT CONC. CURB AND CURB AND GUTTER
REMOVING ASPHALT ROADWAY PAVEMENT
REMOVING EX. SIDEWALK PAVEMENT
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
5
6
7
8
9
10
11
12
13
14
15
16
17
18
C&G
X X X X
TCE
X-XX / X-XX
GENERAL NOTES
1.PROTECT AND MAINTAIN ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED.
2.SEE SPECIAL PROVISIONS FOR LIST OF UTILITY OWNERS AND CONTACT
INFORMATION.
3.COORDINATE DIRECTLY WITH UTILITY OWNERS FOR THIRD PARTY UTILITY
ADJUSTMENTS.
4.SEE PAVEMENT MARKING PLANS FOR ADDITIONAL PAVEMENT MARKING
REMOVALS.
5.SEE PAVING PLANS FOR ADJUSTMENT OF EX. DRAINAGE INLETS AND
MANHOLES TO GRADE.
6.SEE TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT OF SIGNAL
RELATED STRUCTURES.
7.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF LIGHTING
RELATED STRUCTURES.
8.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
9.PAYMENT FOR REMOVING FENCE, REMOVING CONCRETE STAIRS AND
RAILING, REMOVING DRAINAGE FEATURES, REMOVING UNUSED UTILITY
POLES, AND REMOVING GUARDRAIL WALL ARE INCLUDED WITH REMOVAL OF
STRUCTURES AND OBSTRUCTIONS.
10+00 11+00 12+00 13+00
MATCH INTO EXISTING
SIDEWALK PLAZA AREA
1
STA. 10+52.97, 19.09' LT
R = 25.0'
PROTECT AND MAINTAIN
EXISTING LIGHT POLE AND
J-BOX. SEE DETAIL ON PD05.
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93MATCHLINE: STA 12+98.96SEE SHEET PV02PAVING & GRADING PLAN
PV01
30J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
0
1 inch = 20 feet
10 20 40
PACIFIC HWY SS 308TH ST1
PD01
GENERAL NOTES
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND DRIVEWAY
PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE CONSIDERED
A STANDALONE CEMENT CONCRETE CURB RAMP, WITH MEASUREMENT AND
PAYMENT IN ACCORDANCE WITH WSDOT SPEC SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS, AND
NEW SIGNS.
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING REQUIREMENTS FOR
WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL WAY STD 3-6A.
DRIVEWAY LOCATION DEFINED ON SITE PREPARATION & TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD PLAN C-80.10-02
FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD 3-35. SEE
DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48") PER WSDOT STD
PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
DETECTABLE WARNING PER CITY OF FEDERAL WAY STD 3-11
CEMENT CONCRETE SIDEWALK
7
8
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
313+00 14+00
15+00
16+00
17+00
MATCH INTO EXISTING
SIDEWALK CONNECTION
STA. 15+85.74, 7.89' LT
(TO BOTTOM TOE OF BARRIER)
BEGIN CONCRETE TRAFFIC BARRIER.
INSTALL SINGLE SLOPE CONCRETE BARRIER
TERMINAL PER WSDOT STD DETAIL C-80.20-01
1
R-00
R-01
PROTECT AND MAINTAIN
EXISTING LIGHT POLE AND
J-BOX. SEE DETAIL ON PD05.
PROTECT AND MAINTAIN
EXISTING LIGHT POLE AND J-BOX.
SEE DETAIL ON SHEET PD05.
R-12
STA. 14+88.82, 8.22' LT
INSTALL REMOVABLE BOLLARD,
PER CITY STD DETAIL 3-35.
STA. 15+77.89, 8.39' LT
INSTALL REMOVABLE BOLLARD,
PER CITY STD DETAIL 3-35.
WHITE PAINT PAVEMENT HATCHING.
MATCH EXISTING HATCH PATTERN.
SEE PAVEMENT MARKING DETAILS.
STA. 17+55.82, 7.56' LT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG PV01MATCHLINE: STA. 12+98.96SEE DWG
PV03MATCHLINE
:
STA
.
17+34
.28
PAVING & GRADING PLAN
PV02
31J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
PACIFIC HWY S
1
PD01
0
1 inch = 20 feet
10 20 40
GENERAL NOTES
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND DRIVEWAY
PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE CONSIDERED
A STANDALONE CEMENT CONCRETE CURB RAMP, WITH MEASUREMENT AND
PAYMENT IN ACCORDANCE WITH WSDOT SPEC SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS, AND
NEW SIGNS.
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING REQUIREMENTS FOR
WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL WAY STD 3-6A.
DRIVEWAY LOCATION DEFINED ON SITE PREPARATION & TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD PLAN C-80.10-02
FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD 3-35. SEE
DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48") PER WSDOT STD
PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
DETECTABLE WARNING PER CITY OF FEDERAL WAY STD 3-11
CEMENT CONCRETE SIDEWALK
7
8
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
3
18+00
19+00
20+00
21+00 22+00
STA. 18+31.00, 10.13' RT
END CONCRETE SIDEWALK WIDENING
1
1
MATC
H
I
N
T
O
PHAS
E
1
S
I
D
E
W
A
L
K
1
R-12
R-13 R-08 R-09 R-10
R-14
R-16
R-15
STA. 17+61.94, 4.49' LT
AP
STA. 17+55.82, 7.56' LT
R-17
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG PV02MATCHLINE: STA. 17+34.28MATCHLINE: STA 22+40.00SEE DWG PV04PAVING & GRADING PLAN
PV03
32J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
2
PD01
16TH
A
V
E
S
PA
C
I
F
I
C
H
W
Y
S
0
1 inch = 20 feet
10 20 40
GENERAL NOTES
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND DRIVEWAY
PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE CONSIDERED
A STANDALONE CEMENT CONCRETE CURB RAMP, WITH MEASUREMENT AND
PAYMENT IN ACCORDANCE WITH WSDOT SPEC SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS, AND
NEW SIGNS.
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING REQUIREMENTS FOR
WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL WAY STD 3-6A.
DRIVEWAY LOCATION DEFINED ON SITE PREPARATION & TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD PLAN C-80.10-02
FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD 3-35. SEE
DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48") PER WSDOT STD
PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
DETECTABLE WARNING PER CITY OF FEDERAL WAY STD 3-11
CEMENT CONCRETE SIDEWALK
7
8
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
23+00
24+00
25+00 26+00 27+00
1
MATCH INTO
PHASE 1 SIDEWALK
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG PV03MATCHLINE: STA. 22+40.00PAVING & GRADING PLAN
PV04
33J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
16TH AVE SS 304TH ST0
1 inch = 20 feet
10 20 40
PHASE 1 - NOT IN
THIS CONTRACT
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CEMENT CONCRETE SIDEWALK
7
8
TEMP CONSTRUCTION EASEMENT BOUNDARY
GENERAL NOTES
DETECTABLE WARNING PER CITY OF FEDERAL WAY
STD 3-11
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND
DRIVEWAY PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE
CONSIDERED A STANDALONE CEMENT CONCRETE CURB RAMP, WITH
MEASUREMENT AND PAYMENT IN ACCORDANCE WITH WSDOT SPEC
SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN
REMOVALS, RELOCATIONS, AND NEW SIGNS.
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL
WAY STD 3-12. SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING
REQUIREMENTS FOR WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL
WAY STD 3-6A. DRIVEWAY LOCATION DEFINED ON SITE PREPARATION
& TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD
PLAN C-80.10-02 FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD
3-35. SEE DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48")
PER WSDOT STD PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET
PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
31400.00ATT PH#146+00
47+00
4
8
+
0
0
49+00
50+00
STA. 49+97.05, 7.10' RT
BEGIN FENCE
ALONG EDGE OF GRAVEL SHOULDER
6
MATCH INTO
PHASE 1 SIDEWALK
8 1
8
9 5 7
STA. 48+91.41, 2.76' RT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
PAVING & GRADING PLAN
PV05
34J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
16TH AVE S REDONDO WAY S
3
PD03 S DASH POINT RD (SR 509)S DASH POINT RD (SR 509)MATCHLINE: STA 50+70.00SEE DWG PV060
1 inch = 20 feet
10 20 40
PHASE 1 -
NOT IN THIS
CONTRACT
GENERAL NOTES
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND DRIVEWAY
PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE CONSIDERED
A STANDALONE CEMENT CONCRETE CURB RAMP, WITH MEASUREMENT AND
PAYMENT IN ACCORDANCE WITH WSDOT SPEC SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS, AND
NEW SIGNS.
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING REQUIREMENTS FOR
WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL WAY STD 3-6A.
DRIVEWAY LOCATION DEFINED ON SITE PREPARATION & TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD PLAN C-80.10-02
FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD 3-35. SEE
DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48") PER WSDOT STD
PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
DETECTABLE WARNING PER CITY OF FEDERAL WAY STD 3-11
CEMENT CONCRETE SIDEWALK
7
8
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
3
2
4 WALL #2
3-FT BREAK IN CONCRETE BARRIER TO
ACCOMMODATE EXISTING UTILITY POLE.
SPAN BREAK IN CONCRETE BARRIER WITH
THRIE BEAM GUARDRAIL. SEE WSDOT STD
PLAN C-25.20-07 FOR THE BEAM DETAIL, SEE
WSDOT STD PLAN C-7A DESIGN F, FOR THRIE
BEAM END SECTION AND CONNECTION
LANDSCAPING BUFFER GRADE BREAK LINE
51+00
52+00
53+00
54+00 55+00
STA. 51+59.92, 6.59' RT
END FENCE
CONNECT TO WALL FENCE
6
INSTALL DOUBLE 14-FT CHAIN LINK
GATE AT DRIVEWAY PER WSDOT STD
PLAN L-30.10-02. FENCE AND GATE TO
BE IN ACCORDANCE WITH WSDOT
SPEC 8-12, AND SHALL MATCH AND
CONNECT TO NEW FENCE ON EITHER
SIDE OF GATE
INSTALL 54" BLACK VINYL COATED
CHAINLINK FENCE ALONG TOP OF
WALL, SEE WALL DETAILS
REPLACE EX. CHAINLINK FENCE
IN KIND AFTER GRADING
BEGIN FENCE
CHAINLINK FENCE,
CONNECT TO EX. FENCE
END FENCE
CHAINLINK FENCE,
CONNECT TO EX. FENCE
INSTALL 54" BLACK VINYL COATED
CHAINLINK FENCE ALONG TOP OF
WALL, SEE WALL DETAILS
STA. 53+22.86, 12.00' LT
(TO BOTTOM TOE OF BARRIER)
END CONCRETE TRAFFIC BARRIER.
INSTALL SINGLE SLOPE CONCRETE BARRIER
TERMINAL PER WSDOT STD DETAIL C-80.20-01
STA. 51+19.82, 7.00' LT
(TO BOTTOM TOE OF BARRIER)
BEGIN CONCRETE TRAFFIC BARRIER.
INSTALL SINGLE SLOPE CONCRETE
BARRIER TERMINAL PER WSDOT
STD DETAIL C-80.20-01
INSTALL HMA WEDGE
TO DIRECT
STORMWATER
FLOW-LINE TO EX.
GRATE INLET.8 9
8
9
9
9
4 WALL #1
R-02 / R-03
R-04
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG PV05MATCHLINE: STA. 50+70.00PAVING & GRADING PLAN
PV06
35J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
REDO
N
D
O
W
A
Y
S
4
PD02
MATCHLINE: STA 55+35.00SEE DWG PV070
1 inch = 20 feet
10 20 40
GENERAL NOTES
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND DRIVEWAY
PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE CONSIDERED
A STANDALONE CEMENT CONCRETE CURB RAMP, WITH MEASUREMENT AND
PAYMENT IN ACCORDANCE WITH WSDOT SPEC SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS, AND
NEW SIGNS.
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING REQUIREMENTS FOR
WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL WAY STD 3-6A.
DRIVEWAY LOCATION DEFINED ON SITE PREPARATION & TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD PLAN C-80.10-02
FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD 3-35. SEE
DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48") PER WSDOT STD
PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
DETECTABLE WARNING PER CITY OF FEDERAL WAY STD 3-11
CEMENT CONCRETE SIDEWALK
7
8
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
3
PD02
4 WALL #3
LANDSCAPING BUFFER
GRADE BREAK LINE
56+00
57+00
58+00 59+00
STA. 57+75.03, 7.86' RT
BEGIN FENCE
STA. 59+50.03, 7.97' RT
END FENCE
6 SEE WALL DETAILS
9 9
9
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG PV06MATCHLINE: STA. 55+35.00PAVING & GRADING PLAN
PV07
36J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER MATCHLINE: STA 59+90.00SEE DWG PV080
1 inch = 20 feet
10 20 40
GENERAL NOTES
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND DRIVEWAY
PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE CONSIDERED
A STANDALONE CEMENT CONCRETE CURB RAMP, WITH MEASUREMENT AND
PAYMENT IN ACCORDANCE WITH WSDOT SPEC SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS, AND
NEW SIGNS.
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING REQUIREMENTS FOR
WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL WAY STD 3-6A.
DRIVEWAY LOCATION DEFINED ON SITE PREPARATION & TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD PLAN C-80.10-02
FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD 3-35. SEE
DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48") PER WSDOT STD
PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
DETECTABLE WARNING PER CITY OF FEDERAL WAY STD 3-11
CEMENT CONCRETE SIDEWALK
7
8
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
LANDSCAPING BUFFER
GRADE BREAK LINE
60+00 61+00 62+00 63+00 64+00
STA. 60+57.24, 8.88' LT
BEGIN FENCE
STA. 64+36.96, 16.84' LT
END FENCE
CONNECT TO EX. FENCE
STA. 64+36.93, 11.55' LT
FENCE AP
6
9
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG PV08MATCHLINE: STA. 59+90.00PAVING & GRADING PLAN
PV08
37J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER MATCHLINE: STA 64+45.00SEE DWG PV080
1 inch = 20 feet
10 20 40
GENERAL NOTES
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND DRIVEWAY
PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE CONSIDERED
A STANDALONE CEMENT CONCRETE CURB RAMP, WITH MEASUREMENT AND
PAYMENT IN ACCORDANCE WITH WSDOT SPEC SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS, AND
NEW SIGNS.
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING REQUIREMENTS FOR
WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL WAY STD 3-6A.
DRIVEWAY LOCATION DEFINED ON SITE PREPARATION & TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD PLAN C-80.10-02
FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD 3-35. SEE
DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48") PER WSDOT STD
PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
DETECTABLE WARNING PER CITY OF FEDERAL WAY STD 3-11
CEMENT CONCRETE SIDEWALK
7
8
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
LANDSCAPING BUFFER
GRADE BREAK LINE
65+00 66+00 67+00 68+00 69+00
9
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG PV08MATCHLINE: STA. 64+45.00PAVING & GRADING PLAN
PV09
38J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
15TH PL S
MATCHLINE: STA 69+05.00SEE DWG PV100
1 inch = 20 feet
10 20 40
GENERAL NOTES
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND DRIVEWAY
PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE CONSIDERED
A STANDALONE CEMENT CONCRETE CURB RAMP, WITH MEASUREMENT AND
PAYMENT IN ACCORDANCE WITH WSDOT SPEC SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS, AND
NEW SIGNS.
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING REQUIREMENTS FOR
WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL WAY STD 3-6A.
DRIVEWAY LOCATION DEFINED ON SITE PREPARATION & TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD PLAN C-80.10-02
FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD 3-35. SEE
DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48") PER WSDOT STD
PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
DETECTABLE WARNING PER CITY OF FEDERAL WAY STD 3-11
CEMENT CONCRETE SIDEWALK
7
8
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
PROPOSED PRIVATE
REFUSE CONTAINER
LOCATIONS
LANDSCAPING BUFFER
GRADE BREAK LINE
69+00 70+00 71+00 72+00 73+00
9 4WALL #4STA. 71+46.70, 5.00' LT
STA. 72+50.02, 5.22' RT5.27.07.07.0DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG PV09MATCHLINE: STA. 69+05.00PAVING & GRADING PLAN
PV10
39J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
5
PD03
MATCHLINE: STA 73+60.00SEE DWG PV110
1 inch = 20 feet
10 20 40
GENERAL NOTES
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND DRIVEWAY
PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE CONSIDERED
A STANDALONE CEMENT CONCRETE CURB RAMP, WITH MEASUREMENT AND
PAYMENT IN ACCORDANCE WITH WSDOT SPEC SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS, AND
NEW SIGNS.
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING REQUIREMENTS FOR
WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL WAY STD 3-6A.
DRIVEWAY LOCATION DEFINED ON SITE PREPARATION & TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD PLAN C-80.10-02
FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD 3-35. SEE
DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48") PER WSDOT STD
PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
DETECTABLE WARNING PER CITY OF FEDERAL WAY STD 3-11
CEMENT CONCRETE SIDEWALK
7
8
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
15TH PL
S
7
5
+
7
5
74+00 75+00
STA. 73+85.58, 7.67' RT
BEGIN FENCE
STA. 74+58.92, 7.69' RT
END FENCE
6 9
7
54WALL #4
R-05 / R-06 / R-07
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PV.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG PV10MATCHLINE: STA. 73+60.000
1 inch = 20 feet
10 20 40
PAVING & GRADING PLAN
PV11
40J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
16TH A
V
E
S
5
PD03
S 288TH STGENERAL NOTES
1.SEE PD DRAWINGS FOR ADDITIONAL ROADWAY, SIDEWALK, AND DRIVEWAY
PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.EACH SEPARATE DETECTABLE WARNING STRIP LOCATION SHALL BE CONSIDERED
A STANDALONE CEMENT CONCRETE CURB RAMP, WITH MEASUREMENT AND
PAYMENT IN ACCORDANCE WITH WSDOT SPEC SECTION 8-14.
5.SEE SHEET SN01 SIGNING TABLE FOR ALL SIGN REMOVALS, RELOCATIONS, AND
NEW SIGNS.
1
2
3
4
5
6
CONSTRUCTION NOTES
LEGEND
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PAVED TRAIL CENTERLINE ALIGNMENT
RETAINING WALL
FENCE
SINGLE SLOPED CONCRETE BARRIER
CUT LINE
FILL LINE
LANDSCAPING BUFFER GRADE BREAK LINE
HMA ROADWAY PAVING
HMA TRAIL
CSTC SHOULDER
LANDSCAPING
CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD04 FOR STEEL REINFORCING REQUIREMENTS FOR
WIDENING EXISTING CONCRETE SIDEWALK.
CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF FEDERAL WAY STD 3-6A.
DRIVEWAY LOCATION DEFINED ON SITE PREPARATION & TESC PLANS.
CONSTRUCT SINGLE SLOPE CONCRETE BARRIER PER WSDOT STD PLAN C-80.10-02
FOR PERMANENT INSTALLATION.
CONSTRUCT RETAINING WALL. SEE STRUCTURAL DETAILS.
CONSTRUCT REMOVABLE BOLLARD PER CITY OF FEDERAL WAY STD 3-35. SEE
DETAIL 4 ON SHEET PD05.
CONSTRUCT BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48") PER WSDOT STD
PLAN L-20.10-03.
CONSTRUCT CONCRETE WARNING BAND. SEE DETAIL 5 ON SHEET PD05.
ADJUST MANHOLE.
SEE SITE PREP PLANS FOR ADJUSTMENT OF SEWER MANHOLE LID.
DETECTABLE WARNING PER CITY OF FEDERAL WAY STD 3-11
CEMENT CONCRETE SIDEWALK
7
8
TEMPORARY CONSTRUCTION EASEMENT BOUNDARY
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
9
13+00
3
STA. 13+08.55, 6.00' LT
STA. 13+19.44, 6.00' LT
STA. 13+08.02, 15.57' LT STA. 13+19.94, 15.09' LT
18
+
0
0
19+00 20+00
21+00
R=10.0'
R=20.0'
R=9.5'
R=27.5'
R=15.0'
2
2
2
2
2
2
2
R=1.5'
RIGHT-OF-WAY (TYP)
2
STA. 19+50.37, 25.62' LT
PC
STA. 19+59.67, 36.27' LT
PT
STA. 19+63.18, 39.21' LT
AP
STA. 21+30.61, 12.44' LT
AP
STA. 21+32.64, 8.90' LT
AP
STA. 19+59.52, 39.22' LT
AP
STA. 19+14.73, 28.94' LT
AP
STA. 18+69.53, 47.88' LT
AP
STA. 21+29.21, 8.60' LT
3" RADIUS
AP
STA. 21+31.62, 3.55' LT
3" RADIUS
AP
STA. 21+22.87, 8.29' LT
PC
STA. 21+27.63, 23.64' LT
3" RADIUS
PT
STA. 20+96.63, 9.96' LT
PT
STA. 20+96.67, 6.00' LT
3" RADIUS
STA. 20+49.74, 6.00' LT
3" RADIUS
STA. 20+49.92, 7.58' LT
PC
STA. 20+17.08, 5.99' LT
3" RADIUS
PTSTA. 19+96.85, 6.06' LT
3" RADIUS
PC
STA. 19+63.10, 9.00' LT
AP
STA. 18+77.25, 38.62' LT
AP
STA. 18+66.80, 48.42' LT
AP
STA. 17+91.26,
40.73' LT
AP
STA. 19+06.66, 22.55' LT
AP
STA. 19+06.83, 9.03' LT
AP
STA. 19+97.03, 17.93' RT
STA. 20+16.28, 19.12' RT
STA. 20+48.34, 6.51' RT
STA. 20+96.82, 6.50' RT
STA. 19+97.11, 6.00' RT
3" RADIUS
STA. 20+16.67, 6.02' RT
3" RADIUS
STA. 19+44.28, 11.00' RT
STA. 19+96.42, 14.68' LT
AP
STA. 20+17.39, 14.08' LT
AP
STA. 20+51.34, 19.17' LT
AP
STA. 20+96.71, 18.10' LT
AP
STA. 21+20.63, 22.23' LT
AP
STA. 21+27.61, 24.53' LT
AP
STA. 21+20.79, 7.60' RT
AP
STA. 21+22.79, 7.60' RT
AP
STA. 21+31.99, 4.88' LT
AP
STA. 19+43.47, 7.00' LT
(TO BOTTOM TOE OF BARRIER)
END CONCRETE TRAFFIC BARRIER.
INSTALL SINGLE SLOPE CONCRETE
BARRIER TERMINAL PER WSDOT
STD DETAIL C-80.20-01
STA. 18+59.68, 39.56' LT
PT
STA. 18+60.10, 43.21' LT
PC
STA. 19+37.64, 5.50' RT
R=15.0'
STA. 21+41.77, 8.02' RT
AP
STA. 21+41.76, 2.51' RT
AP
R=5.0'
R=5.0'
R=56.5'
2
STA. 18+68.20, 7.00' LT
AP
STA. 18+73.22, 9.83' LT
AP
STA. 18+87.75, 11.00' RT
AP
STA. 18+31.50, 15.70' RT
AP
R=1.0'
R=52.5'
STA. 18+60.45, 7.00' RT
AP
STA. 18+50.62, 5.00' RT
AP
STA. 18+49.41, 8.00' RT
AP
STA. 18+42.76, 8.00' RT
AP
STA. 18+41.60, 5.00' RT
AP
STA. 18+63.08, 7.50' LT
AP
STA. 18+60.77, 11.50' LT
AP
STA. 18+41.60, 7.50' LT
AP
STA. 18+43.90, 11.50' LT
AP
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PD.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
PAVING DETAILS
PD01
41J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
0
1 inch = 10 feet
5 10 20
PACIFIC HWY S
1
PV01
PAVING DETAIL
SCALE: 1" = 10'
16TH AVE S
2
PV03
PAVING DETAIL
SCALE: 1" = 10'
PV02
1
2
3
CONSTRUCTION NOTES
CEMENT CONCRETE CURB AND GUTTER PER CITY OF FEDERAL WAY STD 3-4 AND 3-4A.
CEMENT CONCRETE BARRIER CURB PER CITY OF FEDERAL WAY STD 3-4.
CONSTRUCT CONCRETE STEPS AND METAL HANDRAIL PER CITY OF FEDERAL WAY STD 3-25.
50+00
51+00
52+00
1
STA. 21+13.72, 2840.60' RT
AP
STA. 21+16.72, 2840.60' RT
AP
STA. 49+97.13, 3.74' RT
AP
STA. 49+97.10, 5.00' RT
AP
STA. 50+04.20, 5.00' RT
STA. 51+19.82, 7.50' LT
END CURB AND GUTTER
BEGIN CURB AND GUTTER
MATCH EXISTING
STA. 49+55.63, 0.39' RT
12.0'
STA. 50+97.22, 0.00'
CENTER OF DRIVEWAY
STA. 51+03.99, 8.50' LT
AP
STA. 51+47.84, 5.00' RT
AP
STA. 51+51.29, 6.71' RT
AP
53+00
54+00R=63.0'
R=74.5'
STA. 53+21.69, 15.74' LT
AP
STA. 53+22.58, 12.86' LT
AP
STA. 53+46.55, 34.04' LT
AP
STA. 53+49.10, 22.75' LT
AP
STA. 53+53.34, 18.16' LT
AP
STA. 52+99.46, 7.00' RT
PC
STA. 53+54.76, 7.00' RT
PT
STA. 53+86.21, 5.02' RT
PC
STA. 53+97.93, 5.00' RT
PT
STA. 53+97.84, 5.00' LT
PC
STA. 53+80.76, 6.87' LT
PT R=41.3'
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PD.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 10 feet
5 10 20
PAVING DETAILS
PD02
42J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
REDONDO WAY S
3
PV05
PAVING DETAIL
SCALE: 1" = 10'
4
PV06
PAVING DETAIL
SCALE: 1" = 10'
REDONDO
W
A
Y
S
PV06
1
2
3
CONSTRUCTION NOTES
CEMENT CONCRETE CURB AND GUTTER PER CITY OF FEDERAL WAY STD 3-4 AND 3-4A.
CEMENT CONCRETE BARRIER CURB PER CITY OF FEDERAL WAY STD 3-4.
CONSTRUCT CONCRETE STEPS AND METAL HANDRAIL PER CITY OF FEDERAL WAY STD 3-25.
73+00 74+00 75+00
INSTALL CHAIN-LINK FENCE
TYPE 4 BETWEEN BOLLARDS
2
2
R=30.0'
R=10.0'
R=5.7'
STA. 73+84.78, 7.63' RT
FIXED BOLLARD
PER CITY OF FEDERAL WAY STD 3-35
STA. 74+59.95, 7.60' RT
FIXED BOLLARD
PER CITY OF FEDERAL WAY STD 3-35
STA. 74+95.25, 7.55' RT
FIXED BOLLARD
PER CITY OF FEDERAL WAY STD 3-35
STA. 75+00.01, 7.54' RT
PC
STA. 75+12.82, 11.98' RT
PT
STA. 75+25.10, 15.99' RT
PC
STA. 75+40.90, 9.19' RT
PT
STA. 74+95.99, 7.50' RT
BEGIN CURB
STA. 75+41.21, 7.00' RT
END CURB
STA. 74+97.71, 38.02' RT
PC
BEGIN CURB
MATCH EXISTING
STA. 75+03.13, 31.08' RT
PT
END CURB
MATCH EXISTING
STA. 75+12.16, 11.00' RT
AP
STA. 75+20.57, 10.83' RT
AP
STA. 75+21.95, 7.00' RT
AP
75+00 416.6415.8415.6415.4415.2414.8414.6414.4414.2
4
1
7
.
4 417.2416.0417.0415.0414.0416.8416.4416.241
8 409410411DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PD.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
0
1 inch = 10 feet
5 10 20
PAVING DETAILS
PD03
43J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
5
PV10
PAVING DETAIL
SCALE: 1" = 10'
PV11 S 288TH ST1
2
3
CONSTRUCTION NOTES
CEMENT CONCRETE CURB AND GUTTER PER CITY OF FEDERAL WAY STD 3-4 AND 3-4A.
CEMENT CONCRETE BARRIER CURB PER CITY OF FEDERAL WAY STD 3-4.
CONSTRUCT CONCRETE STEPS AND METAL HANDRAIL PER CITY OF FEDERAL WAY STD 3-25.
CONNECT NEW W-BEAM GUARDRAIL
TO EXISTING W-BEAM GUARDRAIL,
PAYMENT FOR CONNECTION
INCIDENTAL TO LF OF GUARDRAIL
TRANSITION TRAIL SLOPE TO
MATCH EXISTING S 288TH ST
PAVEMENT. SEE S 288TH ST
CONNECTION GRADING DETAIL.
CONNECT NEW W-BEAM GUARDRAIL TO END OF
NEW WALL BARRIER, PAYMENT FOR CONNECTION
INCIDENTAL TO LF OF GUARDRAIL
INSTALL W-BEAM GUARDRAIL
EDGE OF NEW TRAIL PAVEMENT
NEW BARRIER CURB
WALL 4 BARRIER
X
-
S 288TH ST CONNECTION GRADING DETAIL
SCALE: 1" = 5'S 288TH ST
0
1 inch = 5 feet
2.5 5 10
EXPANSION JOINT IN BOTH
CURB AND SIDEWALK
SEE NOTE 3
MATCH BROOMED FINISH (TYP)
EX. CONC. SIDEWALK
NEW WIDENED SIDEWALK
MATCH EXPANSION JOINT AND
JOINT FILLER MATERIAL
MATCH 1/4" 'V'-GROOVE
CONTRACTION JOINT
SAWCUT TO PROVIDE SMOOTH
VERT. SURFACE, APPROX. 6"
FROM EDGE OF EX. SIDEWALK.
EX. CONTRACTION JOINT
EX. EXPANSION JOINT
SAWCUT
EX. BACK OF SIDEWALK
CONTINUATION OF
SIDEWALK JOINTS (TYP)4"VARIES,
SEE PLANS
SEE DETAIL FOR
REINFORCEMENT
2" CSTC
SAWCUT 6" FROM BACK
OF EX. CONC. SIDEWALK
SEE NOTE 11
12"6"
3 #4 LONGITUDINAL BARS,
SPACED EVENLY. INTERRUPT
AT EACH EXPANSION JOINT
SEE NOTE 10
18" LONG #4 BAR
DRILL HOLE 1/8" LARGER THAN DOWEL, EPOXY
INTO EX. SIDEWALK.
DEPTH EQUALS HALF THICKNESS OF SIDEWALK.
TWO DOWELS PER SIDEWALK PANEL, SPACED 3'
ON CENTER, SPACED 18" FROM JOINTS
SEE NOTE 10
BACK OF EX. CONC.
SIDEWALK
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PD.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
PAVING DETAILS
PD04
44J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
CONSTRUCTION NOTES
1.AN EXPANSION JOINT CONSISTING OF 3/8" PRE-MOLDED JOINT MATERIAL SHALL BE PLACED FULL DEPTH AROUND
HYDRANTS, POLES, POSTS, AND UTILITY CASTINGS. SEE DETAIL AT RIGHT.
2.AN EXPANSION JOINT CONSISTING OF 3/8" PRE-MOLDED JOINT MATERIAL SHALL BE PLACED IN THE UPPER 2 INCHES
OF CURBS AND SIDEWALKS AT 10 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. (JOINT MATERIAL OF 2 1/2"
DEPTH MAY BE USED IN LEIU OF 2" DEPTH).
3.EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINS IN THE CURB AND GUTTER,
WHETHER THE SIDEWALK IS ADJACENT TO THE CURB
4.TOOL MARKS CONSISTING OF 1/4-INCH 'V'-GROOVES SHALL BE MADE IN THE SIDEWALK AT 5 FOOT INTERVALS,
INTERMEDIATE TO THE EXPANSION JOINTS.
5.AN EXPANSION JOINT CONSISTING OF 3
8" PRE-MOLDED JOINT MATERIAL SHALL BE PLACED FULL-DEPTH BETWEEN THE
CURB AND ADJACENT SIDEWALK.
6.EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF ASTM D1751 (AASHTO M 213).
7.MONOLITHIC POURS OF CURB AND SIDEWALK ARE NOT ALLOWED.
8.ALL UTILITY APPURTENANCES WITHIN THE SIDEWALK SHALL HAVE ADA-COMPLIANT NON-SKID LIDS.
9.STEEL REINFORCEMENT AND DOWEL BARS ONLY APPLY WHERE AN EXISTING CONC. SIDEWALK IS BEING WIDENED.
10.PAYMENT FOR SIDEWALK SHALL BE BY SQYD, BASED ON WSDOT SPEC SECTION 8-14.5. PAYMENT FOR FURNISHING
AND INSTALLING STEEL REINFORCEMENT AND DOWEL BARS SHALL BE BASED ON POUNDS OF STEEL, SEE SPECIAL
PROVISIONS.
11.PAYMENT FOR SAWCUTTING EX. CONC. SIDEWALK SHALL BE INCLUDED WITH THE UNIT PRICE OF REMOVING CEM.
CONC. SIDEWALK.
SECTION A-A
SCALE: NTS
3
-
PAVING DETAIL
SCALE: NTS AA1
-
PAVING DETAIL
SCALE: NTS
2
-
PAVING DETAIL
SCALE: NTS
NOTES
THESE DETAILS AND ASSOCIATED STEEL
REINFORCEMENT AND DOWEL BARS ONLY
APPLY WHERE AN EXISTING CONC. SIDEWALK
IS BEING WIDENED.
4" WIDE SOLID
YELLOW PAINTED LINE
0.3'8.0'30.0'1.0'3.0'1.0'ASPHALT
TRAIL
CROSSING
DIRECTION
EDGE OF ASPHALT
TRAIL, TYPEQ.EQ.CLCONCRETE WARNING BAND,
SEE DETAIL 5 THIS SHEET.
REMOVABLE
BOLLARD,
SEE DETAIL
2.0'0.7'0.3'0.5'
2.0'12'-0"SECTIONPLAN
BROOM BRUSH FINISH
FLUSH WITH HMA
TRAIL SURFACING
CRUSHED
SURFACING
TOP COURSE
COMPACTED
SUBGRADE
4x4x12 WWM
CONC. SLAB
0.5'
EXISTING SIDEWALK
EXISTING
SIDEWALK JOINT
EXISTING SIDEWALK JOINT
EXISTING LIGHT POLE, SEE NOTE 2.ADJUST ILLUMINATION J-BOX TO GRADE
EXISTING SR99 PLANTER STRIP, SEE NOTE 3.
EXISTING EDGE OF SIDEWALK
SAWCUT
SAWCUT
EXISTING EDGE OF SIDEWALK
EXISTING CURB &
GUTTER ALONG SR99
EXISTING SIDEWALK
3" RADIUS AT CORNER 10.0'10' MIN.
(SEE NOTE 1)
10' MIN.
(SEE NOTE 1)
0.0'REBAR NOT NEEDEDWITHIN THIS AREA3" RADIUS AT CORNER
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PD.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
PAVING DETAILS
PD05
45J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
4
-
BOLLARD STRIPING
SCALE: NTS
5
-
CONCRETE WARNING BAND
SCALE: NTS
6
PV02, PV03
SR99 (PACIFIC HWY S) SIDEWALK DETAIL AT EXISTING LIGHT POLES
SCALE: NTS
NOTES
1.REPLACE ENTIRE SIDEWALK AT LEAST 10-FT NORTH AND SOUTH
OF EXISTING POLE, TO NEAREST SIDEWALK JOINT BEYOND 10-FT.
2.INSTALL FULL DEPTH EXPANSION JOINT AROUND POLE
FOUNDATION, PER CITY STD DETAIL 3-03.
3.PROTECT AND MAINTAIN EXISTING TREES WITHIN SR99 PLANTER
STRIP.
475
480
485
490
495
500
505
475
480
485
490
495
500
505
16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20
1.87%
0.95%
0.31%
0.59%PVI STA. 19+49.78EL=487.6050' VC
K=181.29
PVI STA. 16+39.57
PVI EL=484.11
PVC STA. 16+14.57EL=484.03PVT STA. 16+64.57EL=484.2650' VC
K=38.90
PVI STA. 18+20.00
PVI EL=485.17
PVC STA. 17+95.00EL=485.02PVT STA. 18+45.00EL=485.6450' VC
K=68.65
PVI STA. 21+15.83
PVI EL=489.17
PVC STA. 20+90.83EL=488.93PVT STA. 21+40.83EL=489.59EXISTING GRADE
FINISHED GRADE
APPROX. LOCATION OF
JIFFY LUBE BUILDING
460
465
470
475
480
485
490
495
500
1.38%
1.39%
0.99%
1.00%EL=477.68PVC STA. 11+58.63EL=480.17PVT STA. 12+58.63EL=481.35PVI STA. 12+08.63
PVI EL=480.86
100' VC
K=249.79
PVC STA. 14+38.70EL=483.14PVT STA. 15+38.70EL=483.80PVI STA. 14+88.70
PVI EL=483.64
100' VC
K=145.43
50' VC
K=12286.78
PVI STA. 10+52.01
PVI EL=478.69PVC STA. 10+27.01EL=478.34PVT STA. 10+77.01EL=479.0450' VC
K=3585.71
PVI STA. 13+39.57
PVI EL=482.15PVC STA. 13+14.57EL=481.90PVT STA. 13+64.57EL=482.4010+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60
EXISTING GRADE
FINISHED GRADE
S 308TH ST
CL
APPROX. LOCATION OF
STAIR CONNECTION
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-TP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
TRAIL PROFILES
TP01
46J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER MATCHLINE LOWER LEFTMATCHLINE TP02 UPPER LEFTMATCHLINE UPPER RIGHTA-LINE STA. 10+00.00 TO 15+74.00
SCALE: H: 1"=20'; V: 1"=5'
A-LINE STA. 15+74.00 TO 21+48.00
SCALE: H: 1"=20'; V: 1"=5'NAD 83/91
NAVD 88
485
490
495
500
505
510
515
485
490
495
500
505
510
515
21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20
1.67%
1.04%
2.77%
0.20%
-7.50
%-1.50%1.24%-1.23%PVI STA. 23+99.01EL=493.48PVC STA. 23+45.00EL=493.01PVT STA. 23+95.00EL=493.47PVI STA. 23+70.00
PVI EL=493.42
50' VC
K=33.95
PVC STA. 25+95.00EL=496.56PVT STA. 26+45.00EL=497.51PVI STA. 26+20.00
PVI EL=497.25
50' VC
K=28.90
EXISTING GRADE
FINISHED GRADE
S 304TH ST
CL
PROPOSED
DRIVEWAY
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-TP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
TRAIL PROFILES
TP02
47J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
A-LINE STA. 21+48.00 TO 27+22.00
SCALE: H: 1"=20'; V: 1"=5'MATCHLINE TP01 LOWER RIGHTEND TRAIL PROFILE- PHASE 2PHASE 1 -
NOT IN THIS
CONTRACT
NAD 83/91
NAVD 88
410
415
420
425
430
435
440
445
450
455
460
465
470
410
415
420
425
430
435
440
445
450
455
460
465
470
44+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+0044+80 45+20 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+00
-8.42
%
-7.46
%
-5.71%
-5.71%
-1.83%
-1.83%-1.83%PVI STA. 47+53.54EL=430.07PVI STA. 48+62.31EL=426.16PVC STA. 44+56.76EL=452.17PVT STA. 45+56.76EL=444.29PVI STA. 45+06.76
PVI EL=448.50
100' VC
K=92.82
PVC STA. 49+26.72EL=422.45PVT STA. 49+76.72EL=418.08PVI STA. 49+51.72
PVI EL=420.58
50' VC
K=19.61
100' VC
K=36.98
PVI STA. 46+67.16
PVI EL=435.00
PVC STA. 46+17.16EL=439.21PVT STA. 47+17.16EL=432.1450' VC
K=12.87
PVI STA. 48+02.83
PVI EL=427.25
PVC STA. 47+77.83EL=428.68PVT STA. 48+27.83EL=426.79EXISTING GRADE
FINISHED GRADE
S DASH POINT RD
CL (SR 509)
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-TP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
TRAIL PROFILES
TP03
48J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
A-LINE STA. 44+44.00 TO 50+18.00
SCALE: H: 1"=20'; V: 1"=5'MATCHLINE TP04PHASE 2 -
NOT IN THIS CONTRACT BEGIN TRAILPROFILE - PHASE 1NAD 83/91
NAVD 88
370
375
380
385
390
395
400
405
410
415
420
370
375
380
385
390
395
400
405
410
415
420
50+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+6050+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54+40 54+80 55+20 55+60
-10.
0
1
%
-8.52
%
-10.
0
0
%
2.30%PVC STA. 52+42.50EL=393.30PVT STA. 53+17.50EL=386.35PVI STA. 52+80.00
PVI EL=390.10
75' VC
K=50.59
100' VC
K=66.87
PVI STA. 51+20.00
PVI EL=403.73
PVC STA. 50+70.00EL=408.74PVT STA. 51+70.00EL=399.47100' VC
K=8.13
PVI STA. 54+50.00
PVI EL=373.10
PVC STA. 54+00.00EL=378.10PVT STA. 55+00.00EL=374.25LP STA. 54+81.31
LP EL=374.04
100' VC
K=37.21
PVI STA. 56+00.00
PVI EL=376.55
PVC STA. 55+50.00EL=375.40EXISTING GRADE
FINISHED GRADE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-TP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
TRAIL PROFILES
TP04
49J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
A-LINE STA. 50+18.00 TO 55+92.00
SCALE: H: 1"=20'; V: 1"=5'MATCHLINE TP03MATCHLINE TP05 UPPER LEFTNAD 83/91
NAVD 88
375
380
385
390
395
400
405
410
415
420
375
380
385
390
395
400
405
410
415
420
56+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+6056+00 56+40 56+80 57+20 57+60 58+00 58+40 58+80 59+20 59+60 60+00 60+40 60+80 61+20 61+60PVC STA. 57+89.26EL=385.99PVT STA. 58+89.26EL=390.94PVI STA. 58+39.26
PVI EL=388.48
100' VC
K=1383.44 PVC STA. 61+34.26EL=402.98PVI STA. 62+34.26
PVI EL=407.89
200' VC
K=26.16
4.99%
4.91%
EXISTING GRADE
FINISHED GRADE
400
405
410
415
420
425
400
405
410
415
420
425
62+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+2062+00 62+40 62+80 63+20 63+60 64+00 64+40 64+80 65+20 65+60 66+00 66+40 66+80 67+20
HP STA. 62+62.81
HP EL=406.13
PVT STA. 63+34.26EL=405.16PVI STA. 62+34.26
PVI EL=407.89
200' VC
K=26.16
PVC STA. 65+99.93EL=406.65PVT STA. 66+99.93EL=409.23PVI STA. 66+49.93
PVI EL=408.20
100' VC
K=95.28
-2.73%
3.10%
FINISHED GRADE
EXISTING GRADE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-TP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
TRAIL PROFILES
TP05
50J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
A-LINE STA. 55+92.00 TO 61+66.00
SCALE: H: 1"=20'; V: 1"=5'
A-LINE STA. 61+66.00 TO 67+40.00
SCALE: H: 1"=20'; V: 1"=5'MATCHLINE TP04MATCHLINE LOWER LEFTMATCHLINE UPPER RIGHTMATCHLINE TP06 UPPER LEFTNAD 83/91
NAVD 88
405
410
415
420
425
430
435
405
410
415
420
425
430
435
67+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+8067+60 68+00 68+40 68+80 69+20 69+60 70+00 70+40 70+80 71+20 71+60 72+00 72+40 72+80
2.05%
0.91%
2.91%PVC STA. 67+89.16EL=411.05PVT STA. 68+89.16EL=412.54PVI STA. 68+39.16
PVI EL=412.08
100' VC
K=87.72
PVC STA. 71+60.56EL=417.02PVT STA. 73+10.56EL=419.65PVI STA. 72+35.56
PVI EL=419.20
150' VC
K=65.12
100' VC
K=50.02
PVI STA. 70+59.93
PVI EL=414.09
PVC STA. 70+09.93EL=413.63PVT STA. 71+09.93EL=415.54EXISTING GRADE
FINISHED GRADE
410
415
420
425
430
435
440
410
415
420
425
430
435
440
73+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+8073+20 73+60 74+00 74+40 74+80 75+20 75+60 76+00 76+40 76+80 77+20 77+60 78+00 78+40 78+80
EXISTING GRADE
FINISHED GRADE
S 288TH ST
CL
0.61%
-4.99%PVI STA. 75+74.87EL=414.27HP STA. 73+91.25
HP EL=420.09
PVC STA. 73+75.00EL=420.05PVT STA. 75+25.00EL=416.76PVI STA. 74+50.00
PVI EL=420.50
150' VC
K=26.80
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-TP.dwg, 10/25/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
TRAIL PROFILES
TP06
51J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
A-LINE STA. 67+40.00 TO 73+14.00
SCALE: H: 1"=20'; V: 1"=5'
A-LINE STA. 73+14.00 TO 67+74.88
SCALE: H: 1"=20'; V: 1"=5'MATCHLINE TP05 LOWER RIGHTMATCHLINE LOWER LEFTMATCHLINE UPPER RIGHTNAD 83/91
NAVD 88
31400.00ATT PH#1CB TYPE 1
CB (21)
50+02.56 OFFSET -7.00
SD SD SD
46+00
47+00
4
8
+
0
0
49+00 50+00
405
410
415
420
425
430
435
440
TYPE 1 CB (21)RIM=415.0012" IE OUT=411.68 (N)405
410
415
420
425
430
435
440
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-DR.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
DRAINAGE PLANS AND PROFILES
DR05
52J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
16TH AVE S
REDONDO WAY S
PLAN
SCALE: 1" = 20'S DASH POINT RD(SR 509)S DASH POINT RD(SR 509)0
1 inch = 20 feet
10 20 40MATCHLINE: STA 50+70.00SEE DWG DR06PROFILE
SCALE: H: 1" = 20' V: 1" = 5'
CONSTRUCTION NOTES
PLUGGING EXISTING PIPE.
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
SPLASH PAD, SEE DRAINAGE DETAILS.
CONCRETE INLET, SEE DRAINAGE DETAILS.
SOLID RECTANGULAR COVER PER CITY OF FEDERAL WAY
STD. 4-7.
1
LEGEND
12" CMP STORM DRAIN PIPE
UNDERDRAIN PIPE 6" DIAM
FLOW LINE
CATCH BASIN TYPE 1 PER CITY OF FEDERAL
WAY STD. 4-1 WITH VANED GRATE PER CITY
OF FEDERAL WAY STD. 4-10
SD
UD
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR UTILITY
RELOCATIONS.
3
>>
4
5
PHASE 2 -
NOT IN THIS
CONTRACT
CB TYPE 2 48"
CB (24)
53+22.59 OFFSET -9.17
CB TYPE 1
CB (22)
51+09.35 OFFSET -7.18
CB TYPE 1
CB (23)
52+04.75 OFFSET -5.70
S
D
S
D
S
D
SD SD
SD
SD
SD
SD
SD
SD
>>>>>>>>
>
>
>
>
SD
SD
SD
UD
UD UD UD UD UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
CONNECTION TO
EXISTING SD SYSTEM
51+00
52+00
53+00
54+00 55+00
WALL UNDERDRAIN
OUTLET I.E . = 378.74'
WALL UNDERDRAIN
OUTLET I.E . = 377.83'
CONNECTION TO
EXISTING SD SYSTEM
3
3
380
385
390
395
400
405
410
415
380
385
390
395
400
405
410
415
107
L
F
1
2
"
S
D
@
1
0
.
9
5
% TYPE 1 CB (22)RIM=404.5412" IE IN=400.00 (S)12" IE OUT=400.00 (N)64
L
F
1
2
"
S
D
@
1
0
.
4
2
% TYPE 1 CB (23)RIM=396.7212" IE OUT=391.78 (N)120
L
F
1
2
"
S
D
@
1
0
.
6
8
%
EXISTING GRADE
FINISHED GRADE
CONNECT TO
EX. SDMH
EX. FIBER OPTIC
PROTECT IN PLACE
EX. 12"
SEWER LINE
EX. 8"
SEWER LINE
ADJUST EX.
MANHOLE
TO GRADE
360
365
370
375
380
385
390
395
360
365
370
375
380
385
390
395
TYPE 2 48" CB (24)
RIM=385.74
12" IE IN=379.00 (S)
12" IE OUT=377.75 (NE)
71 LF 12" SD @ 10.67%
EXISTING GRADE
FINISHED GRADE
CONNECT PIPE
TO EXISTING MANHOLE
EX. 6" SEWER
LINE
EX. 8" WATER
LINE
EX. FIBER LINE
PROTECT IN PLACE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-DR.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
DRAINAGE PLANS AND PROFILES
DR06
53J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
REDO
N
D
O
W
A
Y
S
PLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'
0
1 inch = 20 feet
10 20 40SEE DWG DR05MATCHLINE: STA. 50+70.00MATCHLINE: STA 55+35.00SEE DWG DR07CONSTRUCTION NOTES
PLUGGING EXISTING PIPE.
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
SPLASH PAD, SEE DRAINAGE DETAILS.
CONCRETE INLET, SEE DRAINAGE DETAILS.
SOLID RECTANGULAR COVER PER CITY OF FEDERAL WAY
STD. 4-7.
1
LEGEND
12" CMP STORM DRAIN PIPE
UNDERDRAIN PIPE 6" DIAM
FLOW LINE
CATCH BASIN TYPE 1 PER CITY OF FEDERAL
WAY STD. 4-1 WITH VANED GRATE PER CITY
OF FEDERAL WAY STD. 4-10
SD
UD
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR UTILITY
RELOCATIONS.
3
>>
4
5
UDUDUDUDUDUDUDUDUD56+00
57+00
58+00 59+00
WALL UNDERDRAIN
OUTLET I.E . = 385.58'
3
365
370
375
380
385
390
395
400
365
370
375
380
385
390
395
400
EXISTING GRADE
FINISHED GRADE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-DR.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
DRAINAGE PLANS AND PROFILES
DR07
54J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
PLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'
0
1 inch = 20 feet
10 20 40SEE DWG DR06MATCHLINE: STA. 55+35.00MATCHLINE: STA 59+90.00SEE DWG DR08CONSTRUCTION NOTES
PLUGGING EXISTING PIPE.
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
SPLASH PAD, SEE DRAINAGE DETAILS.
CONCRETE INLET, SEE DRAINAGE DETAILS.
SOLID RECTANGULAR COVER PER CITY OF FEDERAL WAY
STD. 4-7.
1
LEGEND
12" CMP STORM DRAIN PIPE
UNDERDRAIN PIPE 6" DIAM
FLOW LINE
CATCH BASIN TYPE 1 PER CITY OF FEDERAL
WAY STD. 4-1 WITH VANED GRATE PER CITY
OF FEDERAL WAY STD. 4-10
SD
UD
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR UTILITY
RELOCATIONS.
3
>>
4
5
60+00 61+00 62+00 63+00 64+00
385
390
395
400
405
410
415
420
385
390
395
400
405
410
415
420
FINISHED GRADE
EXISTING GRADE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-DR.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG DR07MATCHLINE: STA. 59+90.00DRAINAGE PLANS AND PROFILES
DR08
55J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
PLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'
0
1 inch = 20 feet
10 20 40MATCHLINE: STA 64+45.00SEE DWG DR08CONSTRUCTION NOTES
PLUGGING EXISTING PIPE.
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
SPLASH PAD, SEE DRAINAGE DETAILS.
CONCRETE INLET, SEE DRAINAGE DETAILS.
SOLID RECTANGULAR COVER PER CITY OF FEDERAL WAY
STD. 4-7.
1
LEGEND
12" CMP STORM DRAIN PIPE
UNDERDRAIN PIPE 6" DIAM
FLOW LINE
CATCH BASIN TYPE 1 PER CITY OF FEDERAL
WAY STD. 4-1 WITH VANED GRATE PER CITY
OF FEDERAL WAY STD. 4-10
SD
UD
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR UTILITY
RELOCATIONS.
3
>>
4
5
65+00 66+00 67+00 68+00 69+00
395
400
405
410
415
420
425
430
395
400
405
410
415
420
425
430
FINISHED GRADE
EXISTING GRADE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-DR.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG DR08MATCHLINE: STA. 64+45.00DRAINAGE PLANS AND PROFILES
DR09
56J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
PLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'
0
1 inch = 20 feet
10 20 40MATCHLINE: STA 69+05.00SEE DWG DR10CONSTRUCTION NOTES
PLUGGING EXISTING PIPE.
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
SPLASH PAD, SEE DRAINAGE DETAILS.
CONCRETE INLET, SEE DRAINAGE DETAILS.
SOLID RECTANGULAR COVER PER CITY OF FEDERAL WAY
STD. 4-7.
1
LEGEND
12" CMP STORM DRAIN PIPE
UNDERDRAIN PIPE 6" DIAM
FLOW LINE
CATCH BASIN TYPE 1 PER CITY OF FEDERAL
WAY STD. 4-1 WITH VANED GRATE PER CITY
OF FEDERAL WAY STD. 4-10
SD
UD
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR UTILITY
RELOCATIONS.
3
>>
4
5
CB TYPE 1
CLOSED LID
CB (25)
71+51.81 OFFSET 5.55
SD SD SD SD SD SD SD SD SD SD SD
UD UD UD UD UD UD UD UD UD UD
70+00 71+00 72+00
73+00
4 3WALL UNDERDRAIN
OUTLET I.E . = 419.45'
405
410
415
420
425
430
435
440
405
410
415
420
425
430
435
440
TYPE 1 CB (25)RIM=416.708" IE IN=414.00 (W)12" IE OUT=413.71 (N)324 LF 12" SD @ 0.37%
FINISHED GRADE
EXISTING GRADE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-DR.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG DR09MATCHLINE: STA. 69+05.00DRAINAGE PLANS AND PROFILES
DR10
57J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
PLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'
0
1 inch = 20 feet
10 20 40MATCHLINE: STA 73+60.00SEE DWG DR115
CONSTRUCTION NOTES
PLUGGING EXISTING PIPE.
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
SPLASH PAD, SEE DRAINAGE DETAILS.
CONCRETE INLET, SEE DRAINAGE DETAILS.
SOLID RECTANGULAR COVER PER CITY OF FEDERAL WAY
STD. 4-7.
1
LEGEND
12" CMP STORM DRAIN PIPE
UNDERDRAIN PIPE 6" DIAM
FLOW LINE
CATCH BASIN TYPE 1 PER CITY OF FEDERAL
WAY STD. 4-1 WITH VANED GRATE PER CITY
OF FEDERAL WAY STD. 4-10
SD
UD
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR UTILITY
RELOCATIONS.
3
>>
4
5
CB TYPE 1
CLOSED LID
CB (26)
74+75.54 OFFSET 5.69
SD SD SD SD SD SD
UD UD UD UD UD UD UD UD
UD
CONNECTION TO
EXISTING SD SYSTEM
74+00 75+00
7
5
+
7
5
4
5
405
410
415
420
425
430
435
440
405
410
415
420
425
430
435
440
TYPE 1 CB (26)RIM=418.1612" IE IN=412.52 (S)8" IE IN=414.00 (W)12" IE OUT=412.52 (NE)17 LF 12" SD @ 9.58%
FINISHED GRADE
EXISTING GRADE
CONNECT TO
EXISTING MANHOLE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-DR.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93SEE DWG DR10MATCHLINE: STA. 73+60.000
1 inch = 20 feet
10 20 40
DRAINAGE PLANS AND PROFILES
DR11
58J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
16TH
A
V
E
S
S 288TH STPLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'
CONSTRUCTION NOTES
PLUGGING EXISTING PIPE.
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
SPLASH PAD, SEE DRAINAGE DETAILS.
CONCRETE INLET, SEE DRAINAGE DETAILS.
SOLID RECTANGULAR COVER PER CITY OF FEDERAL WAY
STD. 4-7.
1
LEGEND
12" CMP STORM DRAIN PIPE
UNDERDRAIN PIPE 6" DIAM
FLOW LINE
CATCH BASIN TYPE 1 PER CITY OF FEDERAL
WAY STD. 4-1 WITH VANED GRATE PER CITY
OF FEDERAL WAY STD. 4-10
SD
UD
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR UTILITY
RELOCATIONS.
3
>>
4
5
0.3'0.5'1.0'0.3'TYPE 262 FRAME AND
265 GRATE SHOWN
8" OUTLET PIPE
LEVELING BRICK OR PRECAST RISER
GROUT BOTTOM
AFTER INSTALLATION
SLOPE TO DRAIN
TYPE 9 MINERAL AGGREGATE
W/ PORTLAND CEMENT
PIPE CONNECTION TO CATCH BASIN
SLOPE
TO DRAIN
WALL
SEE WD03
3.0'2.0'
6" DIA. UNDERDRAIN
PIPE
QUARRY SPALLS (5-7 FPS)
ROCK FOR EROSION AND SCOUR
PROTECTION CLASS A (7-10 FPS)
DEPTH = 6"
DRAINAGE DETAILS
DD01
59J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
GENERAL NOTES
1.SEE DRAINAGE DRAWINGS FOR LOCATIONS OF STRUCTURES.
1
DR10
CONCRETE INLET DETAIL
SCALE: NTS
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-DD.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
1
DR10
SPLASH PAD DETAIL
SCALE: NTS
362196093
613621993
623621993
633621993
643621993
653621993
663621993
673621993
683621993
693621993
703621993
15+00
16+00
17+00
18+00
REMOVE EXISTING
STRIPING WITHIN LIMITS
OF NEW PAINT LINES
MAINTAIN EXISTING STRIPING
STA. 16+80.57, 27.50' LT
PTSTA. 16+23.41, 27.50' LT
PT PAINTED WHITE CROSSHATCH,
MATCH EXISTING PAINT ANGLE AND SPACING
STA. 16+04.10, 42.30' LT
BEGIN 4" WIDE, WHITE PAINT LINE
PC
STA. 16+86.11, 44.27' LT
END 4" WIDE, WHITE PAINT LINE
MAINTAIN EXISTING STRIPING
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PM.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
PAVEMENT MARKING PLANS
PM01
71J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
0
1 inch = 15 feet
7.5 15 30
PACIFIC HWY S
1
2
PAVEMENT MARKING NOTES
SYMBOLS
CONSTRUCT PAINTED STOP LINE PER CITY OF FEDERAL WAY STD 3-21.
CONSTRUCT PAINTED CROSSWALK LINE PER CITY OF FEDERAL WAY STD 3-21.
GENERAL NOTES
1.REMOVE EXISTING CONFLICTING PAVEMENT MARKING.
2.ALL STATIONING AND OFFSETS FOR PAVEMENT MARKING SYMBOLS ARE TO
CENTER OF PAVEMENT MARKING SYMBOL.
TRAFFIC SIGN
19+00 20+00
21+00
22+00
STA. 21+18.59, 0.00' RT
END
2
STA. 21+00.09, 0.00'
BEGIN
2
STA. 20+44.57, 0.01' RT
END
2
STA. 20+20.57, 0.00'
BEGIN
2
STA. 19+47.23, 0.00' LT
BEGIN
2 STA. 19+93.23, 0.00' LT
END
2
STA. 19+71.14, 11.00' RT
BEGIN
1 STA. 19+95.50, 11.00' RT
END
1
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PM.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
PAVEMENT MARKING PLANS
PM02
72J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
16TH
A
V
E
S
0
1 inch = 15 feet
7.5 15 30
1
2
PAVEMENT MARKING NOTES
SYMBOLS
CONSTRUCT PAINTED STOP LINE PER CITY OF FEDERAL WAY STD 3-21.
CONSTRUCT PAINTED CROSSWALK LINE PER CITY OF FEDERAL WAY STD 3-21.
GENERAL NOTES
1.REMOVE EXISTING CONFLICTING PAVEMENT MARKING.
2.ALL STATIONING AND OFFSETS FOR PAVEMENT MARKING SYMBOLS ARE TO
CENTER OF PAVEMENT MARKING SYMBOL.
TRAFFIC SIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
z:\1900001-1900999\1900767 pac hwy non-motorized\CADD\Design\Phase 2\PHNM-PH2-PM.dwg, 12/16/2021SHT.
CITY PROJECT #:
DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM
OF
REVISIONDATENO.
Centered on Opportunity
R
Call 811
two business days
before you dig
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
PACIFIC HWY S NON-MOTORIZED CORRIDOR
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
36219
85% SUBMITTAL - NOT FOR CONSTRUCTION
93
SIGNING TABLE & DETAILS
SN01
73J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
ROADWAY SIGN SCHEDULE (REMOVE, RELOCATE, OR MAINTAIN)
SIGN NO.SIGN CODE SIGN DESCRIPTIOIN DRAWING NO.REMARKS SIGN SIZE
"EXISTING LOCATION
(*NOT SURVEYED)"PROPOSED LOCATION
R-00 R7-101 NO PARKING ANY TIME SP02, PV02 RELOCATE EXISTING SIGN, MOUNT ON ADJACENT BARRIER EXISTING A STA. 16+20.58, 2.52' LT A STA. 16+23.15, 7.00' LT
R-01 R7-101 NO PARKING ANY TIME SP02, PV02 RELOCATE EXISTING SIGN, MOUNT ON ADJACENT BARRIER EXISTING A STA. 16+93.62, 2.83' LT A STA. 16+92.84, 7.05' LT
R-02 R2-1 SPEED LIMIT 35MPH SP06, PV06 RELOCATE EXISTING SIGN, MOUNT ON ADJACENT BARRIER EXISTING A STA. 52+13.13 9.11' LT A STA. 52+06.58, 8.14' LT
R-03 I20-201 IN MEMORIAM SP06, PV06 RELOCATE EXISTING SIGN, MOUNT ON ADJACENT BARRIER EXISTING A STA. 52+13.13 9.11' LT A STA. 52+89.39, 7.84' LT
R-04 I6-201 NO LITTERING SIGN SP06, PV06 RELOCATE EXISTING SIGN, MOUNT ON ADJACENT BARRIER EXISTING A STA. 52+86.82, 7.08' LT A STA. 52+88.19, 10.67' LT
R-05 M6-1 ARROW SIGN SP11, PV11 RELOCATE EXISTING SIGN AND POST EXISTING A STA. 75+28.95, 9.65' RT A STA. 75+42.70, 8.25' LT
R-06 D3-103 S 288 ST SP11, PV11 RELOCATE EXISTING SIGN EXISTING A STA. 75+28.95, 9.65' RT A STA. 75+42.70, 8.25' LT
R-07 D3-103 16 AVE S SP11, PV11 RELOCATE EXISTING SIGN EXISTING A STA. 75+28.95, 9.65' RT A STA. 75+42.70, 8.25' LT
R-08 CUSTOM TRAIL CROSSING, SEE DETAIL BELOW PV03 INSTALL NEW SIGN AND POST N/A A STA. 19+63.89, 10.52' RT
R-09 CUSTOM TRAIL CROSSING, SEE DETAIL BELOW PV03 INSTALL NEW SIGN AND POST N/A A STA. 19+99.52, 7.63' RT
R-10 CUSTOM TRAIL CROSSING, SEE DETAIL BELOW PV03 INSTALL NEW SIGN AND POST N/A A STA. 20+13.25, 16.38' RT
R-11 CUSTOM SCHOOL PARKING SIGN SP03 MAINTAIN EXISTING SIGN EXISTING A STA. 21+28.17, 24.78' LT A STA. 21+28.17, 24.78' LT
R-12 R7-101 NO PARKING ANY TIME SP03, PV03 RELOCATE EXISTING SIGN, MOUNT ON ADJACENT BARRIER EXISTING A STA. 17+57.04, 6.27' LT A STA. 17+43.35, 6.99' LT
R-13 CUSTOM VEHICLES EXITING, SEE DETAIL BELOW PV03 INSTALL NEW SIGN AND POST N/A A STA. 19+35.14, 9.04' RT
R-14 CUSTOM VEHICLES EXITING, SEE DETAIL BELOW PV03 INSTALL NEW SIGN AND POST N/A A STA. 20+12.52, 8.65' LT
R-15 CUSTOM VEHICLES EXITING, SEE DETAIL BELOW PV03 INSTALL NEW SIGN AND POST N/A A STA. 20+12.98, 9.65' RT
R-16 CUSTOM VEHICLES EXITING, SEE DETAIL BELOW PV03 INSTALL NEW SIGN AND POST N/A A STA. 20+54.44, 8.66' RT
R-17 CUSTOM VEHICLES EXITING, SEE DETAIL BELOW PV03 INSTALL NEW SIGN AND POST N/A A STA. 20+54.90, 8.97' LT
NOTES:
SIGN CODE FOLLOWS WSDOT SIGN FABRICATION MANUAL UNLESS
OTHERWISE NOTED. SEE LANDSCAPING PLANS FOR TRAIL SIGNAGE.
PICTURE OF PROPOSED CUSTOM TRAIL CROSSING SIGN
(WILL REPLACE WITH DETAIL AFTER CONFIRMATION WITH CITY)
PICTURE OF PROPOSED CUSTOM VEHICLE EXITING SIGN
(WILL REPLACE WITH DETAIL AFTER CONFIRMATION WITH CITY)
SEE NOTE SQUARE SLEEVE, GALVANIZED,
WITH HOLES FOR SIGN POST
ATTACHMENT PER FEDERAL
WAY STANDARD DWG. NO. 3-52HOT-DIP GALVANIZED 1/2" DIA DRILLED AND
EPOXIED ANCHOR EMBEDDED 3" WITH HILTI HIT-RE
500 V3 EPOXY. SCAN BARRIER PRIOR TO DRILLING
AND LOCATE ANCHORS 2" MIN FROM EXISTING
REINF. DO NOT DAMAGE EXISTING REINF.
NEW CONCRETE BARRIER PER WSDOT
STD. PLANS C-70.10-3 & C-80.10-2
BARRIER MOUNT
SIGN BRACKETNEW
CONCRETE
BARRIER
BARRIER MOUNT SIGN BRACKET DETAIL
SECTION VIEW
BARRIER MOUNT SIGN BRACKET DETAIL
SIDE VIEW
DETAIL OF GUARDRAIL CONNECTION
NTS
NOTE:
1.REPAIR GALVANIZING AFTER WELDING POST TO BENT PLATE PER WSDOT SPECIFICATION 9-08.1(2)B OR
WELD COMPONENTS PRIOR TO GALVANIZING
1/4
HOT-DIP GALVANIZED
BENT ST PL 1/4
4
21
TOP OF BARRIER
1" TYP
CL CL
CL
END OF BARRIER
SEGMENT WHERE
OCCURRING1'-0"
2'-1"
MIN
1'-0"
36219
74
93
ILLUMINATION PLANS
IL01
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
36219
75
ILLUMINATION PLANS
IL02
9316TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
76
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
36219
77
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
78
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
79
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
80
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
81
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
82
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
83
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
84
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
85
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
86
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
87
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
88
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
89
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
90
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
91
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
92
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93
36219
93
16TH AVE S (S 308TH ST TO S 304TH ST, S DASH POINT RD TO S 288TH ST) - PHASE 2
PACIFIC HWY S NON-MOTORIZED CORRIDOR
93