24-100477-4a - SRTS-XXXX(XXX) PHNM-PH1 Ad-Ready - Plans-02-01-24I-5
I-5
509
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-CV.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
NAD 83/91
NAVD 88
SHEET INDEX
SHEET SHEET TITLE PAGE NO.
CV COVER SHEET, LOCATION MAP, & SHEET INDEX 1
KM KEY MAP, SURVEY CONTROL, AND GENERAL NOTES 2-3
LG LEGEND 4
AL ALIGNMENT & RIGHT-OF-WAY PLAN 5-10
TS TYPICAL SECTIONS 11
SPN SITE PREPARATION & TESC NOTES 12
SP SITE PREPARATION & TESC PLANS 13-18
PV PAVING & GRADING PLANS 19-24
PD PAVING DETAILS 25-34
TP TRAIL PROFILES 35-37
DR DRAINAGE PLANS AND PROFILES 38-43
DD DRAINAGE DETAILS 44-45
PM PAVEMENT MARKING PLAN 46-49
SN SIGNING TABLE 50
TC TRAFFIC CONTROL PLAN 51-58
IL ILLUMINATION PLAN 59-63
RRFB RECTANGULAR RAPID FLASHING BEACON PLAN 64
SG TRAFFIC SIGNAL MODIFICATION PLAN 65-67
LS PLANTING SCHEDULE, ABBV, & NOTES 68
LP PLANTING PLAN 69-75
LD PLANTING DETAILS 76-79
PROJECT
LOCATION
S 308TH ST
S 304TH ST
S 302TH ST
16TH AVE S WAY SMILITARYR
D
S
R
E
DO
N
D
O
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 316T
H
S
T
3
8
TH
A
V
E
S
S 312TH ST37TH AVE SS 294TH S
T
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. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
CITY PROJECT #: 36219
RFB #: 23-014
FEDERAL AID: STPUL-0099(145)
APPROVED FOR CONSTRUCTION
DESIREE S. WINKLER, P.E.DATE
DEPUTY PUBLIC WORKS DIRECTOR
City of Federal Way
Public Works Department
PACIFIC HIGHWAY S NON-MOTORIZED CORRIDOR - 16TH AVE S (S 308TH ST TO S 288TH ST)
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
10/06/23
1 2 3 4 5 6
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-KM.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
KEY MAP, SURVEY CONTROL, AND GENERAL NOTES
KM01
2J. CURTIS
A. REMPE
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
10/03/23
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-KM.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
KEY MAP, SURVEY CONTROL, AND GENERAL NOTES
KM02
3J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER 10/03/23
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-LG.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
LEGEND
LG01
4J. CURTIS
A. REMPE
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 LIMIT GREEN STATE SV-222B-PROP-LIN
(PLINE .03"WIDE)
10/03/23
23+00
24+00
25+00
26+00 27+00
PC STA. 23+54.42
PC STA. 23+93.79
PC STA. 24+59.29
PT STA. 23+70.36
PT STA. 24+05.92
PT STA. 24+94.76
PRC STA. 24+71.66
N01°44'44"E
220.25'N00°59'30"E
274.00'
EX. R/W BOUNDARY
EX. R/W BOUNDARY
EX. R/W BOUNDARY
3
.
0
'
STA. 23+64.46, 11.55' LT
STA. 23+64.36, 6.45' LT
STA. 24+03.54, 8.53' LT
STA. 24+86.60, 62.80' RT
STA. 24+91.24, 51.10' RT5.0'PT STA. 25+60.03, 12.52' LT 3.0'SECTION LINE AND EXISTING R/W CENTERLINE
ARE CONCURRENT ALONG 16TH AVE S
STA. 23+68.62, 57.45' RT
STA. 23+77.11, 86.99' RT3.0'C1
C2 C3
C4
A-LINE
C19
C22 C23
C21
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
ADRIZZONE/MITCHELL CONDO
30317 16TH AVE S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049040
LIGHTHOUSE KOREAN
30333 PAC HWY S.,
FEDERAL WAY, WA 98003
>>
PARCEL: 0821049001
FEDERAL WAY PUBLIC SCHOOL SYSTEMS
31031 PAC HWY S.,
FEDERAL WAY, WA 98003
M01
PARCEL
:
0
9
2
1
0
4
9
2
5
3
RUCE C
L
A
U
S
E
N
30419 P
A
C
H
W
Y
S
.
,
FEDERA
L
W
A
Y
,
W
A
9
8
0
0
3
CONTROL PT 1833
STA. 24+37.75, 35.25' RT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-AL.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
ALIGNMENT & RIGHT-OF-WAY PLAN
AL01
5J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER MATCHLINE: STA 27+45.00SEE DWG AL020
1 inch = 20 feet
10 20 40
16TH AVE SS 304TH STT. 21 N., R. 4 E. W.M.
1.SEE SHEET AL06 FOR ALIGNMENT CURVE TABLE.
GENERAL NOTE:
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PHASE 2 -
NOT IN THIS
CONTRACT
10/03/23
28+00 29+00 30+00 31+00 32+00
PI STA. 27+68.77 PI STA. 29+32.27
N01°10'48"E
163.50'
N01°11'01"E
318.76'
EX. R/W BOUNDARY
STA. 27+72.00, 9.28' LT
STA. 29+02.19, 9.56' LT
STA. 29+62.19, 9.69' LT3.0'SECTION LINE AND EXISTING R/W CENTERLINE
ARE CONCURRENT ALONG 16TH AVE S
A-LINE
C24
R06
R07
R10
R11
R14
R15
PARCEL: 0253000205
ROBERT BERNHARDT
1463 S. 303RD ST.,
FEDERAL WAY, WA 98003
PARCEL: 0253000190
RICHARD WEATHERBEE
1464 S. 303RD ST.,
FEDERAL WAY, WA 98003
PARCEL: 0253000200
BUI TUYEN & LONG THE NGUY
1471 S. 303RD ST.,
FEDERAL WAY, WA 98003
PARCEL: 0253000075
VAN THINH HUU
1463 S. 302ND ST.,
FEDERAL WAY, WA 98003
PARCEL: 0253000195
LEAH & KELLY GILLIS
1472 S. 303RD ST.,
FEDERAL WAY, WA 98003
PARCEL: 0253000070
WILLIAM & ANDERSON ELLIOTT
1471 S. 302ND ST.,
FEDERAL WAY, WA 98003
PARCEL: 0421049237
MY LIFE INC.
30315 PAC HWY S.,
FEDERAL WAY, WA 98003
>>>>CONTROL PT 1834
STA. 30+69.71, 10.48' RT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-AL.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
ALIGNMENT & RIGHT-OF-WAY PLAN
AL02
6J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG AL01MATCHLINE: STA. 27+45.00MATCHLINE: STA 32+05.00SEE DWG AL030
1 inch = 20 feet
10 20 40
16TH AVE S
T. 21 N., R. 4 E. W.M.
1.SEE SHEET AL06 FOR ALIGNMENT CURVE TABLE.
GENERAL NOTE:
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
10/03/23
32+00 33+00 34+00 35+00 36+00
PI STA. 32+51.03
N00°48'25"E
518.67'
EX. R/W BOUNDARYSTA. 32+21.19, 10.26' LT STA. 32+81.25, 10.19' LT
SECTION LINE AND EXISTING R/W CENTERLINE
ARE CONCURRENT ALONG 16TH AVE S
A-LINE
C25
R18
R19 R22M02
PARCEL: 0253000010
EDGAR & PAMELA POLLINGER
1464 S. 302ND ST.,
FEDERAL WAY, WA 98003
PARCEL: 0521049058
FEDERAL WAY BAPTIST CHURCH
30029 16TH AVE. S.,
FEDERAL WAY, WA 98003
PARCEL: 0521049064
JACOB LITOWITZ LLC
30011 16TH AVE. S.,
FEDERAL WAY, WA 98003
PARCEL: 0253000005
FEDERAL NATIONAL MORTGAGE
1472 S. 302ND ST.,
FEDERAL WAY, WA 98003
PARCEL: 0421049257
MAS PROPERTIES LLC
30200 PAC HWY S.,
FEDERAL WAY, WA 98003
CONTROL PT 1835
STA. 35+99.29, 33.27' RT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-AL.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
ALIGNMENT & RIGHT-OF-WAY PLAN
AL03
7J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG AL02MATCHLINE: STA. 32+05.00MATCHLINE: STA 36+65.00SEE DWG AL040
1 inch = 20 feet
10 20 40
16TH AVE SS 302ND STT. 21 N., R. 4 E. W.M.
1.SEE SHEET AL06 FOR ALIGNMENT CURVE TABLE.
GENERAL NOTE:
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
10/03/23
37+00
38+00
39+00
40+00
41+00
PC STA. 37+69.70
PC STA. 38+19.94 PC STA. 39+88.94
PC STA. 40+35.77PT STA. 37+97.79
PT STA. 38+46.71
PT STA. 40+11.24
PT STA. 40+57.36N15°16'57"W
22.16'
N00°03'19"E
142.23'N17°
0
5
'
1
2
"
E
24.53
'
EX. R/W BOUNDARY
STA. 37+61.26, 8.09' LT
STA. 37+61.36, 28.09' LT STA. 39+50.82, 11.93' LT
STA. 40+57.47, 23.85' LT
STA. 40+57.37, 11.85' LT6.0'5.0'SECTION LINE AND EXISTING R/W CENTERLINE
ARE CONCURRENT ALONG 16TH AVE S
C5
C6
C7
C8
A-LINE
C26
M03
PARCEL: 0521049016
CITY OF FEDERAL WAY - SACAJAWEA PARK
1600 SW DASH POINT RD,
FEDERAL WAY, WA 98003
PARCEL: 0421049038
HERBERT & ANITA RENDEL LLC
29700 PAC HWY S.,
FEDERAL WAY, WA 98003
C27
PARCEL: 0421049035
29600 PACIFIC SP LLC
29600 PAC HWY S.,
FEDERAL WAY, WA 98003>>>>CONTROL PT 1836
STA. 40+86.70, 32.09' RT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-AL.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
ALIGNMENT & RIGHT-OF-WAY PLAN
AL04
8J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG AL03MATCHLINE: STA. 36+65.000
1 inch = 20 feet
10 20 40
16TH AVE S
T. 21 N., R. 4 E. W.M.MATCHLINE: STA 41+30.00SEE DWG AL051.SEE SHEET AL06 FOR ALIGNMENT CURVE TABLE.
GENERAL NOTE:
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
10/03/23
42+00 43+00 44+00 45+00
PI STA. 42+27.10 PI STA. 43+99.48
PI STA. 45+41.74N00°35'42"E
169.74'
N01°39'14"E
172.39'
N00°27'47"E
142.25'N00°31'54"E
52.92'
EX. R/W BOUNDARY
STA. 45+62.17, 35.61' LT
STA. 45+61.98, 15.61' LT5.0'SECTION LINE AND EXISTING R/W CENTERLINE
ARE CONCURRENT ALONG 16TH AVE S
A-LINE
C29C28
PARCEL: 0421049259
MP FEDERAL WAY MOTEL LLC
29815 PAC HWY S.,
FEDERAL WAY, WA 98003
PARCEL: 0421049157
NIKILEXI LLC
29805 PAC HWY S.,
FEDERAL WAY, WA 98003>>>>STA. 40+86.70, 32.09' RT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-AL.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
ALIGNMENT & RIGHT-OF-WAY PLAN
AL05
9J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLERSEE DWG AL04MATCHLINE: STA. 41+30.000
1 inch = 20 feet
10 20 40
16TH AVE S
T. 21 N., R. 4 E. W.M.MATCHLINE: STA 45+85.00SEE DWG AL061.SEE SHEET AL06 FOR ALIGNMENT CURVE TABLE.
GENERAL NOTE:
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
10/03/23
46+00
47+00
4
8
+
0
0
49+00 50+00
PI STA. 47+93.48
PI STA. 48+73.38
PC STA. 45+94.66
PC STA. 46+49.06
PC STA. 47+33.30
PT STA. 46+25.94
PT STA. 47+21.26
PT STA. 47+73.24
N17°23'23"W
23.12'
N2
3
°
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'
EX. R/W BOUNDARY
STA. 47+81.37, 38.21' LT
CONTROL PT 1837
PC STA. 45+96.58, 10.28' LT
STA. 47+46.93, 10.31' LT
STA. 47+68.04, 13.29' LT
STA. 47+07.68, 74.39' RT
STA. 20+88.98, 2679.65' RT
SECTION LINE AND EXISTING R/W CENTERLINE
ARE CONCURRENT ALONG 16TH AVE S
C9
C10
C11
A-LINE
STA. 47+90.90, 20.25' LT
10.3'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>>>>ALIGNMENT CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
RADIUS
45.00'
35.00'
14.00'
26.00'
100.00'
100.00'
75.00'
75.00'
100.00'
100.00'
100.00'
DELTA
20°17'32"
19°51'46"
50°35'48"
50°55'16"
16°05'21"
15°20'16"
17°01'53"
16°29'30"
17°55'17"
41°22'07"
22°52'59"
LENGTH
15.94'
12.13'
12.36'
23.11'
28.08'
26.77'
22.29'
21.59'
31.28'
72.20'
39.94'
PI
23+62.48
23+99.92
24+65.91
24+84.04
37+83.84
38+33.41
40+00.17
40+46.64
46+10.42
46+86.82
47+53.54
NORTHING
123699.9290
123735.5875
123801.6850
123813.4033
125114.6581
125162.6545
125329.5799
125374.1512
125938.0008
126011.1459
126075.1357
EASTING
1273377.5993
1273365.6360
1273367.1547
1273382.1065
1273404.5184
1273391.4039
1273391.5653
1273405.2660
1273413.9044
1273390.9966
1273419.4583
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-AL.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
ALIGNMENT & RIGHT-OF-WAY PLAN
AL06
10J. ONG
P. KASTLER
S. BATTLE
R. LEIMKUHLER
REDONDO WAY SS DASH POINT RD (SR 509)SEE DWG AL05MATCHLINE: STA. 45+85.000
1 inch = 20 feet
10 20 40
16TH AVE S
S DASH POINT RD (SR 509)T. 21 N., R. 4 E. W.M.
EXISTING RIGHT-OF-WAY
PROPERTY LINE
EXISTING R/W CENTERLINE
SECTION LINE
TEMPORARY CONSTRUCTION
EASEMENT BOUNDARY
TEMPORARY CONSTRUCTION
EASEMENT
EX. UTILITY EASEMENT
LEGEND
TCE TCE TCE
TCE TCE TCE
TCE TCE TCE
PHASE 2 - NOT IN
THIS CONTRACT
10/03/23
10.0'
TRAIL
℄
4.0"
A-LINE
2.0'
LANDSCAPE
BUFFER
2
3
2.0"
TRAIL SECTION 1
A-LINE 22+92 TO 24+20
NTS
HORIZONTAL
CONTROL
1.5%
VARIES
4.4' - 4.6'
WIDENED
SIDEWALK
EXIST
CONCRETE
SIDEWALK
SAWCUT,
VERTICAL
CONTROL
1.5%
A-LINE
℄SAWCUTHORIZONTAL
AND VERTICAL
CONTROL
TRAIL SECTION 2
A-LINE 24+55 TO 25+86
NTS
2.5"
1
3
4.0"
6.0'
3.0'
LANDSCAPE
BUFFER
VARIES 4.0' - 5.5'
LANDSCAPE BUFFER
WITH SHALLOW SWALE
2.0%
VARIES
2.0' - 4.0'
ASPHALT
ROADWAY
6"3
1.5%
A-LINE
℄
TRAIL SECTION 3
A-LINE 25+86 TO 38+11
NTS
2.5"
1
3
4.0"
3.0'
LANDSCAPE
BUFFER
VARIES 5.4' - 13.6'
LANDSCAPE BUFFER
WITH SHALLOW SWALE
EXIST EDGEOF PAVEMENT1.5%
A-LINE
℄
TRAIL SECTION 4
A-LINE 38+11 TO 40+37
NTS
2.5"
1
3
4.0"
VARIES 7.0' - 12.1'
LANDSCAPE BUFFER
1.5%
A-LINE
℄
TRAIL SECTION 5
A-LINE 40+37 TO 47+54
NTS
2.5"
1
3
4.0"
VARIES 4.1' - 21.7'
LANDSCAPE BUFFER
WITH SHALLOW SWALE
EXIST EDGEOF PAVEMENT5
2.0'
5
2.0'SAWCUT2.0%
8"1
6"3
VARIES
3.5' - 10.4'
ASPHALT
ROADWAY
4
2:1
M
A
X
R/W
7.2'
R/W 9.5'
R/W
R/W
VARIES 12.2' - 21.1'
R/W
VARIES 9.6' - 13.4'
2:1
M
A
X
2:1
M
A
X
2:1
M
A
X
2:1
M
A
X
ASPHALT TRAIL
6.0'6.0'6.0'
ASPHALT TRAIL
6.0'6.0'
ASPHALT TRAIL
6.0'6.0'
ASPHALT TRAIL
0.5' MIN - 1.0' MAX SWALE DEPTH,
CENTERED WITHIN LANDSCAPE
BUFFER STRIP
8"1
NST 3:1
MIN 20:1
NST 3:1
MIN 20:1
HORIZONTAL
AND VERTICAL
CONTROL
0.5' MIN - 1.0' MAX SWALE DEPTH,
CENTERED WITHIN LANDSCAPE
BUFFER STRIP
NST 3:1
MIN 20:1
NST 3:1
MIN 20:1
HORIZONTAL
AND VERTICAL
CONTROL
HORIZONTAL
AND VERTICAL
CONTROL
0.5' MIN - 1.0' MAX SWALE DEPTH,
CENTERED WITHIN LANDSCAPE
BUFFER STRIP
NST 3:1
MIN 20:1
NST 3:1
MIN 20:1
1.5%1.5%
VARIES
0.0% - 3.0%*
*VARY LANDSCAPE BUFFER SLOPE TO CONNECT
ASPHALT TRAIL TO ASPHALT ROADWAY
NST = NOT STEEPER THAN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TS.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
TYPICAL SECTIONS
TS01
11J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
NOTES
HMA, CL. 1/2 IN. PG 58H-22
CEMENT CONC. SIDEWALK
CRUSHED SURFACING TOP COURSE (CSTC)
CEMENT CONC. TRAFFIC CURB & GUTTER
PER CITY OF FEDERAL WAY STD 3-4
BLACK VINYL COATED CHAIN LINK FENCE -
PER FENCE DETAIL ON SHEET PD09
1
2
3
4
5
10/03/23
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-SP.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
SITE PREPARATION & TESC NOTES
SPN01
12J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
EROSION/SEDIMENTATION CONTROL NOTES:
1.APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN
APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES,
RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.).
2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT,
AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR
UNTIL ALL CONSTRUCTION IS APPROVED.
3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE
FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL
CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN
WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.
5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E.
ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED
STORM EVENTS.
6.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS
NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
7.ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER
WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL BE
IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING,
EROSION BLANKETS, ETC.)
8.ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED
WITHIN 15 DAYS.
9.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT.
10.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A
CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.
THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM
SYSTEM.
11.STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY
BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
12.WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.2.4.2 OF THE KCSWDM ARE IN
EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30.
13.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE
MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE
STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION
OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO
UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN.
14.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES
SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT
APPROXIMATELY 80 POUNDS PER ACRE).
15.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A
MINIMUM THICKNESS OF TWO INCHES.
16.MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER
SECTION 19.120 OF FWRC.
10/03/23
C&G C&G C&G
C&G
C&G
XXXXC&GC&G XXXXXXXXXXXXX X X X X X X X X X X
X XXXXXXXXXXXXXXXXC&GC&GX
X
X
X
X
XXXC&G
C&G C&G C&G
C&GC&
G
C&G C&G C&G SF SF SF SF SF SF
SF
SF
SF SF SFSFSFSFSF
SF
SF
23+00
24+00
25+00 26+00 27+00
STA. 23+47.54, 2.60' RT
STA. 24+26.06,
18.18' LT
STA. 25+44.00, 11.50' RT
STA. 25+08.73, 49.54' RT
STA. 25+61.76, 9.01' LT
6" OFFSET
STA. 24+88.07, 84.02' RT
STA. 25+08.75, 39.54' RT
STA. 24+51.68, 14.21' LT
STA. 24+16.96, 78.31' LT
STA. 25+43.97, 13.50' RT
PROTECT AND MAINTAIN
LANDSCAPING ALONG BUILDING
CENTER
STA. 24+39.89, 38.91' RT
PLANING BITUMINOUS PAVEMENT
2 IN. DEPTH, 10 FT DIAM.
STA. 23+77.34, 86.34' RT
STA. 23+65.57, 49.39' RT
STA. 23+69.89, 57.32' RT
R = 27.0'
3.5' OFFSET
PROTECT AND MAINTAIN
EXISTING ROCK WALL
STA. 22+90.02, 1.98' RT
SAWCUT AP
STA. 24+05.91, 11.93' LT
STA. 24+21.43, 78.36' LT STA. 24+27.58, 67.29' LT
STA. 22+98.04, 4.03' LT
2' OFFSETSTA. 23+47.84, 13.04' RT
STA. 23+65.32, 51.39' RT
R-05 / R-06 / R-07 / R-08 / R-09
2
2
2
2
2
2
R-15
R-10 / R-11 / R-12 / R-13
12
12
STA. 24+85.84, 86.94' RT
2
8
2
2
11
8
R-00 / R-01 / R-02 / R-03 / R-04
6
6
PROTECT AND MAINTAIN WATER METER AND VALVE. LAKEHAVEN
TO ADJUST METER AND VALVE TO GRADE DURING CONSTRUCTION,
COORDINATE WITH LAKEHAVEN TO SCHEDULE ADJUSTMENT
RECTANGULAR RAPID FLASHING
BEACON (RRFB) SYSTEM
STA. 25+86.42, 13.50' RT
STA. 25+86.42, 11.50' RT STA. 27+19.65, 11.47' RT
STA. 27+19.66, 13.47' RT
4
4 10
10
1
2' OFFSET
2' OFFSET
STA. 22+89.89, 11.69' LT
BEGIN3
STA. 23+64.47, 11.53' LT
AP
3
STA. 24+03.76, 13.33' LT
END
3
STA. 23+75.52, 91.43' RT
END
STA. 23+66.96, 56.35' RT
BEGIN
3
3
STA. 24+92.85, 50.61' RT
END
STA. 24+88.32, 67.05' RT
BEGIN
3
3
STA. 25+60.03, 12.67' LT
BEGIN
3
RELOCATED
6 RELOCATED
RELOCATED
15
16
A-LINE
14 STA. 25+54.13, 6.66' RT
BEGIN
SAWCUT AND REMOVE EXISTING
PAVEMENT AS NEEDED TO REMOVE
EXISTING STORM SEWER PIPE.
RESTORE PER CFW DWG 3-28.
STA. 24+87.49, 84.68' RT
END
STA. 24+74.92, 17.97' RT
BEGIN
STA. 24+27.89, 60.76' LT
STA. 24+27.76,
18.08' LT
STA. 23+84.00, 20.68' RT
14
STA. 23+82.49, 88.28' RT
14
STA. 27+27.06, 8.81' LT
STA. 25+78.92, 8.99' LT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-SP.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
SITE PREPARATION & TESC PLAN
SP01
13J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
16TH AVE SS 304TH STMATCHLINE: STA 27+45.00SEE DWG SP02PHASE 2 -
NOT IN THIS
CONTRACT
SITE PREPARATION NOTES
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
SAWCUT
HIGH VISIBILITY FENCE PER WSDOT STD PLAN I-10.10-01
ADJUST WATER VALVE TO GRADE
PROTECT EXISTING UTILITY POLE
PROTECT EXISTING TREE
REMOVE EXISTING CATCH BASIN
REMOVE EXISTING TREE OVER 6 IN. DIAM
REMOVING PAVEMENT MARKINGS, PAINTED CROSSWALK LINE
REMOVE EXISTING STORM SEWER PIPE
ADJUST MONUMENT CASE AND COVER
ADJUST CATCH BASIN
2
8
4
11
12
14
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 TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT
OF SIGNAL RELATED STRUCTURES.
6.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF
LIGHTING RELATED STRUCTURES.
7.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS,
RELOCATIONS, AND NEW SIGNS.
8.UTILITY LOCATIONS ARE BASED ON SURVEY MAPPING FROM
2020, AND ARE TO THE BEST AVAILABLE INFORMATION AT THAT
TIME. SOME UTILITIES HAVE ALREADY BEEN RELOCATED IN
ADVANCE OF THIS CONTRACT. CONTRACTOR TO VERIFY ALL
UTILITY LOCATIONS.
9.INLET PROTECTION SHALL BE PROVIDED AT ALL INLETS WITHIN,
AND 500 FEET DOWNSTREAM OF, THE PROJECT LIMITS.
10.INLET PROTECTION SHALL BE INSTALLED IN ACCORDANCE
WITH WSDOT STD PLAN I-40.20-00.
11.WATTLES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.30-02.
12.SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.15-02.
13.ALL LIDS WITHIN SIDEWALK/TRAIL MUST MEET ADA
REQUIREMENTS AND BE SLIP-RESISTANT.
6
15
1
3
EXISTING RIGHT-OF-WAY
TEMP. CONSTRUCTION EASEMENT BOUNDARY
HIGH VISIBILITY FENCE
SAWCUT
SILT FENCE (SF)
REMOVE EXISTING STORM SEWER PIPE
WATTLE
EXTENT OF CLEAR & GRUBBING
REMOVE CEMENT CONC. CURB OR CURB AND
GUTTER
INLET PROTECTION
REMOVING ASPHALT PAVEMENT
REMOVE CEMENT CONC. SIDEWALK
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
C&G
X X X X
TCE
X-XX / X-XX
LEGEND
SF
10
16
10/03/23
C&G C&G C&G C&G C&G C&G C&G C&GC&G C&G
C&G C&G
SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF SF SF SF
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
28+00 29+00 30+00 31+00 32+00
STA. 27+62.23, 4.25' LT
STA. 27+68.59, 12.32' RT
7 8 7
2
7
R-17
2
2
R-18 / R -19R-16
2
STA. 27+55.00, 11.35' RT
STA. 27+55.01, 13.35' RT
STA. 30+91.69, 9.47' LT
STA. 30+66.42, 9.42' LT2
2 STA. 31+46.94, 9.70' LT
2 STA. 31+56.92, 9.52' LT
14 14
STA. 27+71.99, 12.28' LT
END
3
6 RELOCATED 6 RELOCATED 6 RELOCATED
A-LINE
STA. 27+62.71, 4.49' RT
END
14
STA. 29+20.47, 9.59' LT
STA. 29+46.11, 9.65' LT
STA. 31+60.84, 13.62' RT
STA. 31+44.21, 13.36' RT
STA. 31+59.69, 6.01' RT
END
STA. 31+43.59,
5.80' RT BEGIN14
STA. 30+88.57, 6.74' RT
END 14
STA. 30+90.59, 13.52' RT
STA. 30+66.44, 6.60' RT
BEGIN
STA. 30+65.58, 13.55' RT
R-53
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-SP.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
SITE PREPARATION & TESC PLAN
SP02
14J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLERSEE DWG SP01MATCHLINE: STA. 27+45.0016TH AVE SS 303RD STMATCHLINE: STA 32+05.00SEE DWG SP03SITE PREPARATION NOTES
SAWCUT
HIGH VISIBILITY FENCE PER WSDOT STD PLAN I-10.10-01
PROTECT EXISTING UTILITY POLE
PROTECT EXISTING FENCE
PROTECT EXISTING TREE
REMOVE EXISTING STORM SEWER PIPE
2
3
7
8
14
0
1 inch = 20 feet
10 20 40
EXISTING RIGHT-OF-WAY
TEMP. CONSTRUCTION EASEMENT BOUNDARY
HIGH VISIBILITY FENCE
SAWCUT
SILT FENCE (SF)
REMOVE EXISTING STORM SEWER PIPE
WATTLE
EXTENT OF CLEAR & GRUBBING
REMOVE CEMENT CONC. CURB OR CURB AND
GUTTER
INLET PROTECTION
REMOVING ASPHALT PAVEMENT
REMOVE CEMENT CONC. SIDEWALK
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
C&G
X X X X
TCE
X-XX / X-XX
LEGEND
SF
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 TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT
OF SIGNAL RELATED STRUCTURES.
6.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF
LIGHTING RELATED STRUCTURES.
7.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS,
RELOCATIONS, AND NEW SIGNS.
8.UTILITY LOCATIONS ARE BASED ON SURVEY MAPPING FROM
2020, AND ARE TO THE BEST AVAILABLE INFORMATION AT THAT
TIME. SOME UTILITIES HAVE ALREADY BEEN RELOCATED IN
ADVANCE OF THIS CONTRACT. CONTRACTOR TO VERIFY ALL
UTILITY LOCATIONS.
9.INLET PROTECTION SHALL BE PROVIDED AT ALL INLETS WITHIN,
AND 500 FEET DOWNSTREAM OF, THE PROJECT LIMITS.
10.INLET PROTECTION SHALL BE INSTALLED IN ACCORDANCE
WITH WSDOT STD PLAN I-40.20-00.
11.WATTLES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.30-02.
12.SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.15-02.
13.ALL LIDS WITHIN SIDEWALK/TRAIL MUST MEET ADA
REQUIREMENTS AND BE SLIP-RESISTANT.
6
10/03/23
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
SF SF SF SF SF SF SF
32+00 33+00 34+00 35+00 36+00
REMOVE TREES ON STREET
SIDE OF PRIVATE FENCE
7 7
R-20 / R-21 / R-22
2
11
PROTECT AND MAINTAIN MANHOLE LID.
AT&T TO ADJUST MANHOLE LID TO GRADE
DURING CONSTRUCTION. COORDINATE
WITH AT&T TO SCHEDULE ADJUSTMENT
2
R-23
STA. 34+36.80, 9.01' LT
STA. 34+53.40, 8.93' LT STA. 35+08.37, 8.63' LT
STA. 35+21.57, 8.64' LT
22
2
2
6 RELOCATED 6 RELOCATED
SAWCUT AND REMOVE EXISTING
PAVEMENT AS NEEDED TO REMOVE
EXISTING STORM SEWER PIPE AND
INSTALL STORM DRAIN PIPE
RESTORE PER CFW DWG 3-28
A-LINE
STA. 31+59.69, 6.01' RT
STA. 32+15.02, 6.75' RT
BEGIN
14 STA. 32+87.70, 6.89' RT
END
14 STA. 34+34.23, 14.22' RT
STA. 34+56.15, 14.32' RT
STA. 34+28.71, 7.07' RT
BEGIN
14
STA. 34+59.31, 7.28' RT
END
14
STA. 35+24.14, 14.74' RT
STA. 35+06.06, 14.94' RT
STA. 35+27.99, 6.78' RT
END
14
STA. 35+03.04, 7.16' RT
BEGIN
14
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-SP.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
SITE PREPARATION & TESC PLAN
SP03
15J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLERSEE DWG SP02MATCHLINE: STA. 32+05.0016TH AVE SS 302ND STMATCHLINE: STA 36+65.00SEE DWG SP04SITE PREPARATION NOTES
SAWCUT
PROTECT EXISTING UTILITY POLE
PROTECT EXISTING FENCE
REMOVE EXISTING TREE OVER 6 IN. DIAM
REMOVE EXISTING STORM SEWER PIPE
2
7
11
14
0
1 inch = 20 feet
10 20 40
EXISTING RIGHT-OF-WAY
TEMP. CONSTRUCTION EASEMENT BOUNDARY
HIGH VISIBILITY FENCE
SAWCUT
SILT FENCE (SF)
REMOVE EXISTING STORM SEWER PIPE
WATTLE
EXTENT OF CLEAR & GRUBBING
REMOVE CEMENT CONC. CURB OR CURB AND
GUTTER
INLET PROTECTION
REMOVING ASPHALT PAVEMENT
REMOVE CEMENT CONC. SIDEWALK
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
C&G
X X X X
TCE
X-XX / X-XX
LEGEND
SF
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 TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT
OF SIGNAL RELATED STRUCTURES.
6.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF
LIGHTING RELATED STRUCTURES.
7.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS,
RELOCATIONS, AND NEW SIGNS.
8.UTILITY LOCATIONS ARE BASED ON SURVEY MAPPING FROM
2020, AND ARE TO THE BEST AVAILABLE INFORMATION AT THAT
TIME. SOME UTILITIES HAVE ALREADY BEEN RELOCATED IN
ADVANCE OF THIS CONTRACT. CONTRACTOR TO VERIFY ALL
UTILITY LOCATIONS.
9.INLET PROTECTION SHALL BE PROVIDED AT ALL INLETS WITHIN,
AND 500 FEET DOWNSTREAM OF, THE PROJECT LIMITS.
10.INLET PROTECTION SHALL BE INSTALLED IN ACCORDANCE
WITH WSDOT STD PLAN I-40.20-00.
11.WATTLES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.30-02.
12.SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.15-02.
13.ALL LIDS WITHIN SIDEWALK/TRAIL MUST MEET ADA
REQUIREMENTS AND BE SLIP-RESISTANT.
6
10/03/23
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
XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X
SF SF SFSF
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
37+00
38+00
39+00 40+00
41+00
STA. 38+03.57, 21.14' RT STA. 40+37.51, 18.14' RT
STA. 37+85.03, 29.52' LT
STA. 37+99.45, 26.63' LT
REMOVE TREES ON
STREET SIDE OF
PRIVATE FENCE
STA. 38+04.45, 33.40' LT
BEGIN FENCE REMOVAL
STA. 39+87.67, 14.41' LT
END FENCE REMOVAL
STA. 38+04.54, 17.78' RT
STA. 37+95.97, 15.14' RT
STA. 40+36.70, 14.61' RT
1
72
11
2
8
2
7
8
2
1
11
11
14
9
STA. 37+61.37, 33.78' LT
BEGIN
3 STA. 38+09.19, 17.93' LT
BEGIN WATTLE
STA. 39+50.86, 17.96' LT
AP
STA. 40+57.51, 23.88' LT
AP
STA. 40+57.45, 16.88' LT
AP
STA. 39+50.86, 11.96' LT
AP
3
3
3
3
STA. 39+98.17, 10.41' LT
AP WATTLE
STA. 40+94.54, 16.55' LT
END
3
STA. 40+72.90, 11.32' LT
AP WATTLE
6 RELOCATED
6RELOCATED
2
A-LINE
R-26
STA. 40+32.04, 8.80' RT
END
14
STA. 36+74.96, 6.79' RT
BEGIN
STA. 36+80.44, 14.50' RT
STA. 36+95.51, 14.34' RT
STA. 37+69.69, 11.44' RT
STA. 37+88.78, 13.11' RT
STA. 37+66.10, 4.04' RT
BEGIN
14
STA. 36+99.56, 7.08' RT
END
14
R-55
STA. 37+61.25, 8.09' LT
STA. 41+17.81, 12.60' LT
BEGIN FENCE REMOVAL
1
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-SP.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
SITE PREPARATION & TESC PLAN
SP04
16J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLERSEE DWG SP03MATCHLINE: STA. 36+65.0016TH AVE S MATCHLINE: STA 41+30.00SEE DWG SP05SITE PREPARATION NOTES
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
SAWCUT
HIGH VISIBILITY FENCE PER WSDOT STD PLAN I-10.10-01
PROTECT EXISTING UTILITY POLE
PROTECT EXISTING FENCE
PROTECT EXISTING TREE
ADJUST VALVE BOX BY OTHERS
REMOVE EXISTING TREE OVER 6 IN. DIAM
REMOVE EXISTING STORM SEWER PIPE
1
2
3
7
8
9
0
1 inch = 20 feet
10 20 40
11
14
EXISTING RIGHT-OF-WAY
TEMP. CONSTRUCTION EASEMENT BOUNDARY
HIGH VISIBILITY FENCE
SAWCUT
SILT FENCE (SF)
REMOVE EXISTING STORM SEWER PIPE
WATTLE
EXTENT OF CLEAR & GRUBBING
REMOVE CEMENT CONC. CURB OR CURB AND
GUTTER
INLET PROTECTION
REMOVING ASPHALT PAVEMENT
REMOVE CEMENT CONC. SIDEWALK
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
C&G
X X X X
TCE
X-XX / X-XX
LEGEND
SF
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 TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT
OF SIGNAL RELATED STRUCTURES.
6.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF
LIGHTING RELATED STRUCTURES.
7.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS,
RELOCATIONS, AND NEW SIGNS.
8.UTILITY LOCATIONS ARE BASED ON SURVEY MAPPING FROM
2020, AND ARE TO THE BEST AVAILABLE INFORMATION AT THAT
TIME. SOME UTILITIES HAVE ALREADY BEEN RELOCATED IN
ADVANCE OF THIS CONTRACT. CONTRACTOR TO VERIFY ALL
UTILITY LOCATIONS.
9.INLET PROTECTION SHALL BE PROVIDED AT ALL INLETS WITHIN,
AND 500 FEET DOWNSTREAM OF, THE PROJECT LIMITS.
10.INLET PROTECTION SHALL BE INSTALLED IN ACCORDANCE
WITH WSDOT STD PLAN I-40.20-00.
11.WATTLES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.30-02.
12.SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.15-02.
13.ALL LIDS WITHIN SIDEWALK/TRAIL MUST MEET ADA
REQUIREMENTS AND BE SLIP-RESISTANT.
6
10/03/23
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
42+00 43+00 44+00 45+00
8
11
R-24
11
NEW STORM PIPE CROSSES UNDER AT&T FIBER LINE.
BASED ON POTHOLE INFO FROM AT&T THE NEW PIPE IS
NOT IN CONFLICT WITH AT&T FIBER. CONTRACTOR
SHALL PROTECT AT&T FIBER DURING CONSTRUCTION,
AND NOTIFY AT&T WHEN FIBER LINE IS EXPOSED.
STA. 41+47.93, 16.12' LT
AP
3
STA. 41+47.89, 11.12' LT
BEGIN
3
STA. 44+55.00, 8.86' LT
END WATTLE
STA. 45+75.00, 8.43' LT
BEGIN WATTLE
STA. 45+62.17, 35.61' LT
AP
STA. 45+61.98, 15.61' LT
AP
3
3
8
6RELOCATED6RELOCATED
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-SP.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
SITE PREPARATION & TESC PLAN
SP05
17J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLERSEE DWG SP04MATCHLINE: STA. 41+30.0016TH AVE S MATCHLINE: STA 45+85.00SEE DWG SP06SITE PREPARATION NOTES
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
HIGH VISIBILITY FENCE PER WSDOT STD PLAN I-10.10-01
PROTECT EXISTING UTILITY POLE
PROTECT EXISTING TREE
REMOVE EXISTING TREE OVER 6 IN. DIAM
1
3
8
11
0
1 inch = 20 feet
10 20 40
EXISTING RIGHT-OF-WAY
TEMP. CONSTRUCTION EASEMENT BOUNDARY
HIGH VISIBILITY FENCE
SAWCUT
SILT FENCE (SF)
REMOVE EXISTING STORM SEWER PIPE
WATTLE
EXTENT OF CLEAR & GRUBBING
REMOVE CEMENT CONC. CURB OR CURB AND
GUTTER
INLET PROTECTION
REMOVING ASPHALT PAVEMENT
REMOVE CEMENT CONC. SIDEWALK
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
C&G
X X X X
TCE
X-XX / X-XX
LEGEND
SF
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 TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT
OF SIGNAL RELATED STRUCTURES.
6.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF
LIGHTING RELATED STRUCTURES.
7.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS,
RELOCATIONS, AND NEW SIGNS.
8.UTILITY LOCATIONS ARE BASED ON SURVEY MAPPING FROM
2020, AND ARE TO THE BEST AVAILABLE INFORMATION AT THAT
TIME. SOME UTILITIES HAVE ALREADY BEEN RELOCATED IN
ADVANCE OF THIS CONTRACT. CONTRACTOR TO VERIFY ALL
UTILITY LOCATIONS.
9.INLET PROTECTION SHALL BE PROVIDED AT ALL INLETS WITHIN,
AND 500 FEET DOWNSTREAM OF, THE PROJECT LIMITS.
10.INLET PROTECTION SHALL BE INSTALLED IN ACCORDANCE
WITH WSDOT STD PLAN I-40.20-00.
11.WATTLES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.30-02.
12.SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.15-02.
13.ALL LIDS WITHIN SIDEWALK/TRAIL MUST MEET ADA
REQUIREMENTS AND BE SLIP-RESISTANT.
6
10/03/23
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 XXXXXXXXXC&GC&GC&G
C&G
C&G C&G
C&G
C&G
C&
G
C&G
C&G
C&G
46+00
47+00
48+00
49+00 50+00
STA. 46+80.16, 15.08' LT
END WATTLE
STA. 46+87.72, 17.15' LT
BEGIN WATTLE
STA. 46+73.87, 27.51' RT
STA. 47+95.23, 29.34' LT
STA. 48+02.94, 28.35' LT
STA. 48+12.08, 37.35' LT
STA. 48+69.69, 43.11' RT STA. 48+88.24, 6.33' RT
STA. 47+77.72, 7.79' RT
STA. 48+56.68, 27.49' RT
STA. 48+88.58, 8.81' LT
STA. 46+81.62, 8.86' LT
END FENCE REMOVAL
STA. 48+05.90, 29.08' LT
STA. 48+07.50, 38.11' LT
13
12
12
11
11
22
2
2
13
13
12
12
7
2
2
2
R-25
3.5' OFFSET
3.5' OFFSET
1
CONTRACTOR TO PROTECT
AND MAINTAIN COMMS VAULT
5
PROTECT AND MAINTAIN COMMS
LIDS. ZAYO TO ADJUST LIDS TO
GRADE DURING CONSTRUCTION.
COORDINATE WITH ZAYO TO
SCHEDULE ADJUSTMENT
BOTH BOXES SOUTH OF POLE
STA. 48+61.86, 42.03' RT
2
STA. 46+68.12, 8.43' LT
AP WATTLE
STA. 47+00.00, 10.55' LT
AP WATTLE
STA. 47+21.26, 12.29' LT
AP WATTLE
STA. 47+33.04, 8.00' LT
END WATTLE
STA. 47+90.90, 20.25' LT
END
STA. 47+81.37, 38.21' LT
AP
3
3
16 NON-SLIP MMA COATING
A-LI
N
E
1 BOLLARD
NON-SLIP MMA
COATING
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-SP.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
SITE PREPARATION & TESC PLAN
SP06
18J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLERSEE DWG SP05MATCHLINE: STA. 45+85.00REDONDO WAY S
S DASH POINT RD (SR 509)16TH AVE S
SITE PREPARATION NOTES
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
SAWCUT
HIGH VISIBILITY FENCE PER WSDOT STD PLAN I-10.10-01
ADJUST CITY TRAFFIC ELEC BOX
PROTECT EXISTING FENCE
REMOVE EXISTING TREE OVER 6 IN. DIAM
REMOVING PAVEMENT MARKINGS, PAINTED CROSSWALK LINE
REMOVING PAVEMENT MARKINGS, STOP LINE
ADJUST CATCH BASIN
1
2
7
11
12
13
PHASE 2 - NOT IN
THIS CONTRACT
0
1 inch = 20 feet
10 20 40
EXISTING RIGHT-OF-WAY
TEMP. CONSTRUCTION EASEMENT BOUNDARY
HIGH VISIBILITY FENCE
SAWCUT
SILT FENCE (SF)
REMOVE EXISTING STORM SEWER PIPE
WATTLE
EXTENT OF CLEAR & GRUBBING
REMOVE CEMENT CONC. CURB OR CURB AND
GUTTER
INLET PROTECTION
REMOVING ASPHALT PAVEMENT
REMOVE CEMENT CONC. SIDEWALK
SIGNING NOTE, SEE SIGNING TABLE ON SHEET SN01
C&G
X X X X
TCE
X-XX / X-XX
LEGEND
SF
S DASH POINT RD(SR 509)3
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 TRAFFIC SIGNAL PLANS FOR REMOVAL AND ADJUSTMENT
OF SIGNAL RELATED STRUCTURES.
6.SEE ILLUMINATION PLANS FOR REMOVAL AND ADJUSTMENT OF
LIGHTING RELATED STRUCTURES.
7.SEE SHEET SN01, SIGNING TABLE FOR ALL SIGN REMOVALS,
RELOCATIONS, AND NEW SIGNS.
8.UTILITY LOCATIONS ARE BASED ON SURVEY MAPPING FROM
2020, AND ARE TO THE BEST AVAILABLE INFORMATION AT THAT
TIME. SOME UTILITIES HAVE ALREADY BEEN RELOCATED IN
ADVANCE OF THIS CONTRACT. CONTRACTOR TO VERIFY ALL
UTILITY LOCATIONS.
9.INLET PROTECTION SHALL BE PROVIDED AT ALL INLETS WITHIN,
AND 500 FEET DOWNSTREAM OF, THE PROJECT LIMITS.
10.INLET PROTECTION SHALL BE INSTALLED IN ACCORDANCE
WITH WSDOT STD PLAN I-40.20-00.
11.WATTLES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.30-02.
12.SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH WSDOT STD PLAN I-30.15-02.
13.ALL LIDS WITHIN SIDEWALK/TRAIL MUST MEET ADA
REQUIREMENTS AND BE SLIP-RESISTANT.
16
5
10/03/23
MATCH TO EXISTING
EDGE OF PAVEMENT
STA. 25+39.99, 11.57' RT
AP
STA. 23+33.36, 2.01' LT
AP
STA. 22+98.01,
1.94' LT
STA. 22+97.99, 2.45' RT
4" THICK
COMMERCIAL HMA
INTERIM PAVEMENT
OVER 2" CSTC
STA. 24+16.93, 78.31' LT
END CURB AND GUTTER
MATCH EXISTING
STA. 24+19.48, 71.67' LT
PCC
STA. 24+23.36, 60.95' LT
PC
R = 15.0'
R = 10.0'
7
3
5
3
PHASE 2 -
NOT IN THIS
CONTRACT
23+00
24+00
25+00 26+00 27+00
44>>>>>>>>>>>>>>>>>16.1'20.4'
STORMWATER SWALE FLOW LINE,
CENTERED WITHIN LANDSCAPE BUFFER
STRIP. ROUTE TO NEW CATCH-BASINS
AS SHOWN.
CENTERED WITHIN LANDSCAPE BUFFER STRIP.STORMWATER SWALE FLOW LINE,
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
ROUTE TO NEW CATCH-BASINS AS SHOWN.
R-00 / R-01 / R-02 / R-03 / R-04
R-05 / R-06 / R-07 / R-08 / R-09
R-11 / R-12 / R-13
R-33
9
PD05
8
PD05
1
1
1
1
R-31
5
R-27
R-29
6.0'7.5'6.0'
3MATCH INTO EXISTING
SIDEWALK CONNECTION3MATCH INTO EXISTING
SIDEWALK CONNECTION3MATCH INTO EXISTING
SIDEWALK CONNECTION
R-35
A-LINE
STA. 26+60.00, 0.00'12
STA. 24+77.29, 6.25' LT
END
STA. 24+60.79, 6.26' LT
BEGIN
11
11
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PV.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
PAVING & GRADING PLAN
PV01
19J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
1
PD01
MATCHLINE: STA 27+45.00SEE DWG PV0216TH AVE SS 304TH STGENERAL NOTES
1.SEE PAVING DETAIL SHEETS FOR ADDITIONAL ROADWAY, SIDEWALK, AND
DRIVEWAY PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.SEE SHEET SN01 SIGNING TABLE FOR SIGN REMOVALS, RELOCATIONS, AND NEW
SIGNS.
LEGEND
EXISTING 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/DRIVEWAY
LANDSCAPING
CEMENT CONCRETE SIDEWALK/DRIVEWAY
TEMP CONSTRUCTION EASEMENT BOUNDARY
DETECTABLE WARNING PER WSDOT STD DETAIL
F-45.10-03
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET
SN01
FLOW LINE
1
2
3
4
5
6
7
8
CONSTRUCTION NOTES
DETECTABLE WARNING SURFACE.
CEMENT CONC. WARNING BAND. SEE DETAIL 5 ON SHEET PD09.
CEMENT CONC. SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD08 FOR STEEL REINFORCING
REQUIREMENTS FOR WIDENING EXISTING CONCRETE SIDEWALK.
SHOULDER AND DITCH SECTION DRIVEWAY PER CITY OF
FEDERAL WAY SDT 3-5.
CEMENT CONC. CURB RAMP PER WSDOT STD PLAN F-40.12-03.
CEMENT CONC. CURB RAMP IN VERTICAL CURB PER WSDOT STD
PLAN F-40.15-04.
CEMENT CONC. SINGLE DIRECTION CURB RAMP PER WSDOT STD
PLAN F-40.16-03.
4" REMOVABLE SQUARE BOLLARD, SEE DETAILS 4 AND 7 ON
SHEET PD09.
BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48"), SEE
DETAIL 6 ON SHEET PD09.
SPEED TABLE PER CITY OF FEDERAL WAY STD 3-27A.
ROOT BARRIER.
EMERGENCY TRAIL MARKER, SEE DETAILS 8 AND 9 ON SHEET
PD10.
9
10
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STAMPED CONCRETE FINISH
11
12
10/03/23
2
PD02
MATCH TO EXISTING
EDGE OF PAVEMENT
3
PD02
16TH AVE S8
8
2 2
2
MATCH TO EXISTING
EDGE OF PAVEMENT
MATCH TO EXISTING
EDGE OF PAVEMENT
28+00 29+00 30+00 31+00 32+00
4
4
>>>>>>>>>>>>>>>>>>CENTERED WITHIN LANDSCAPE BUFFER
STORMWATER SWALE FLOW LINE,
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
ROUTE TO NEW CATCH-BASINS AS SHOWN.
STORMWATER SWALE FLOW LINE,
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
ROUTE TO NEW CATCH-BASINS AS SHOWN.
STORMWATER SWALE FLOW LINE,
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
ROUTE TO NEW CATCH-BASINS AS SHOWN.
20.0'
R-53
R-17 R-18 / R-19
10
PD05
11
10 STA 28+50.00
CENTER ON ROAD
R-38 / R-39
R-36 / R-37
A-LINE
STA. 31+85.00, 0.00'12
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PV.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
PAVING & GRADING PLAN
PV02
20J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLERSEE DWG PV01MATCHLINE: STA. 27+45.00MATCHLINE: STA 32+05.00SEE DWG PV03S 303RD ST11.7'
GENERAL NOTES
1.SEE PAVING DETAIL SHEETS FOR ADDITIONAL ROADWAY, SIDEWALK, AND
DRIVEWAY PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC PLAN SHEETS.
3.FOR PAVEMENT THICKNESS AND MATERIALS, SEE TYPICAL SECTIONS.
4.SEE SHEET SN01 SIGNING TABLE FOR SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
LEGEND
EXISTING 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/DRIVEWAY
LANDSCAPING
CEMENT CONCRETE SIDEWALK/DRIVEWAY
TEMP CONSTRUCTION EASEMENT BOUNDARY
DETECTABLE WARNING PER WSDOT STD DETAIL
F-45.10-03
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET
SN01
FLOW LINE
1
2
3
4
5
6
7
8
CONSTRUCTION NOTES
DETECTABLE WARNING SURFACE.
CEMENT CONC. WARNING BAND. SEE DETAIL 5 ON SHEET PD09.
CEMENT CONC. SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD08 FOR STEEL REINFORCING
REQUIREMENTS FOR WIDENING EXISTING CONCRETE SIDEWALK.
SHOULDER AND DITCH SECTION DRIVEWAY PER CITY OF
FEDERAL WAY SDT 3-5.
CEMENT CONC. CURB RAMP PER WSDOT STD PLAN F-40.12-03.
CEMENT CONC. CURB RAMP IN VERTICAL CURB PER WSDOT STD
PLAN F-40.15-04.
CEMENT CONC. SINGLE DIRECTION CURB RAMP PER WSDOT STD
PLAN F-40.16-03.
4" REMOVABLE SQUARE BOLLARD, SEE DETAILS 4 AND 7 ON
SHEET PD09.
BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48"), SEE
DETAIL 6 ON SHEET PD09.
SPEED TABLE PER CITY OF FEDERAL WAY STD 3-27A.
ROOT BARRIER.
EMERGENCY TRAIL MARKER, SEE DETAILS 8 AND 9 ON SHEET
PD10.
9
10
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
11
12
10/03/23
3
PD02
4
PD02
MATCH TO EXISTING
EDGE OF PAVEMENT
MATCH TO EXISTING
EDGE OF PAVEMENT
8 8 2
32+00 33+00 34+00 35+00 36+00
>>>>>>>>>>>>>>>>>>>>
STORMWATER SWALE FLOW LINE,
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
ROUTE TO NEW CATCH-BASINS AS SHOWN.
STORMWATER SWALE FLOW LINE, CENTERED
WITHIN LANDSCAPE BUFFER STRIP. ROUTE
TO NEW CATCH-BASINS AS SHOWN.
R-20 / R-21 / R-22
SEE SITE PREP PLANS FOR
COMMUNICATION MANHOLE ADJUSTMENT
16.8'13.0'
11
10STA 33+50.00
CENTER ON ROAD
R-42 / R-43
R-40 / R-41
44
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PV.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
PAVING & GRADING PLAN
PV03
21J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLERSEE DWG PV02MATCHLINE: STA. 32+05.0016TH AVE SS 302ND STMATCHLINE: STA 36+65.00SEE DWG PV04LEGEND
EXISTING 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/DRIVEWAY
LANDSCAPING
CEMENT CONCRETE SIDEWALK/DRIVEWAY
TEMP CONSTRUCTION EASEMENT BOUNDARY
DETECTABLE WARNING PER WSDOT STD DETAIL
F-45.10-03
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET
SN01
FLOW LINE
GENERAL NOTES
1.SEE PAVING DETAIL SHEETS FOR ADDITIONAL ROADWAY, SIDEWALK, AND
DRIVEWAY PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC 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 SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
1
2
3
4
5
6
7
8
CONSTRUCTION NOTES
DETECTABLE WARNING SURFACE.
CEMENT CONC. WARNING BAND. SEE DETAIL 5 ON SHEET PD09.
CEMENT CONC. SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD08 FOR STEEL REINFORCING
REQUIREMENTS FOR WIDENING EXISTING CONCRETE SIDEWALK.
SHOULDER AND DITCH SECTION DRIVEWAY PER CITY OF
FEDERAL WAY SDT 3-5.
CEMENT CONC. CURB RAMP PER WSDOT STD PLAN F-40.12-03.
CEMENT CONC. CURB RAMP IN VERTICAL CURB PER WSDOT STD
PLAN F-40.15-04.
CEMENT CONC. SINGLE DIRECTION CURB RAMP PER WSDOT STD
PLAN F-40.16-03.
4" REMOVABLE SQUARE BOLLARD, SEE DETAILS 4 AND 7 ON
SHEET PD09.
BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48"), SEE
DETAIL 6 ON SHEET PD09.
SPEED TABLE PER CITY OF FEDERAL WAY STD 3-27A.
ROOT BARRIER.
EMERGENCY TRAIL MARKER, SEE DETAILS 8 AND 9 ON SHEET
PD10.
9
10
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
11
12
10/03/23
5
PD03
LANDSCAPING BUFFER
GRADE BREAK LINE
MATCH TO EXISTING
EDGE OF PAVEMENT
MATCH TO EXISTING
EDGE OF PAVEMENT
STA. 38+06.54, 22.45' LT
BEGIN
STA. 40+00.50, 11.91' LT
AP
9
STA. 40+44.01, 10.90' LT
AP
6 3
37+00
38+00
39+00 40+00
41+00
4
>>>>
>>>>>
10.0'
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
STORMWATER SWALE FLOW LINE,
CENTERED WITHIN LANDSCAPE
BUFFER STRIP. ROUTE TO NEW
CATCH-BASINS AS SHOWN.
STORMWATER SWALE FLOW LINE,
CENTERED WITHIN LANDSCAPE
BUFFER STRIP. ROUTE TO NEW
CATCH-BASINS AS SHOWN.
11
PD05
STA 37+50.00
CENTER ON ROAD
9
9
R-46 / R-47
R-44 / R-45
10
A-LINE
R-26
R-55
STA. 37+10.00, 0.00'12
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PV.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
PAVING & GRADING PLAN
PV04
22J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
0
1 inch = 20 feet
10 20 40SEE DWG PV03MATCHLINE: STA. 36+65.00MATCHLINE: STA 41+30.00SEE DWG PV0516TH AVE S
LEGEND
EXISTING 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/DRIVEWAY
LANDSCAPING
CEMENT CONCRETE SIDEWALK/DRIVEWAY
TEMP CONSTRUCTION EASEMENT BOUNDARY
DETECTABLE WARNING PER WSDOT STD DETAIL
F-45.10-03
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET
SN01
FLOW LINE
GENERAL NOTES
1.SEE PAVING DETAIL SHEETS FOR ADDITIONAL ROADWAY, SIDEWALK, AND
DRIVEWAY PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC 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 SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
1
2
3
4
5
6
7
8
CONSTRUCTION NOTES
DETECTABLE WARNING SURFACE.
CEMENT CONC. WARNING BAND. SEE DETAIL 5 ON SHEET PD09.
CEMENT CONC. SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD08 FOR STEEL REINFORCING
REQUIREMENTS FOR WIDENING EXISTING CONCRETE SIDEWALK.
SHOULDER AND DITCH SECTION DRIVEWAY PER CITY OF
FEDERAL WAY SDT 3-5.
CEMENT CONC. CURB RAMP PER WSDOT STD PLAN F-40.12-03.
CEMENT CONC. CURB RAMP IN VERTICAL CURB PER WSDOT STD
PLAN F-40.15-04.
CEMENT CONC. SINGLE DIRECTION CURB RAMP PER WSDOT STD
PLAN F-40.16-03.
4" REMOVABLE SQUARE BOLLARD, SEE DETAILS 4 AND 7 ON
SHEET PD09.
BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48"), SEE
DETAIL 6 ON SHEET PD09.
SPEED TABLE PER CITY OF FEDERAL WAY STD 3-27A.
ROOT BARRIER.
EMERGENCY TRAIL MARKER, SEE DETAILS 8 AND 9 ON SHEET
PD10.
9
10
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
11
12
10/03/23
LANDSCAPING BUFFER
GRADE BREAK LINE
MATCH TO EXISTING
EDGE OF PAVEMENT
9
42+00 43+00 44+00 45+00
>>>>>>>>>>>>>>>>>>>>>>>>>>
STORMWATER SWALE FLOW LINE,
STORMWATER SWALE FLOW LINE,
CENTERED WITHIN LANDSCAPE
BUFFER STRIP. ROUTE TO NEW
CATCH-BASINS AS SHOWN.
R-54
10 STA 42+50.00
CENTER ON ROAD
R-50 / R-51
R-48 / R-49
R-52
A-LINE
STA. 42+38.00, 0.00'12
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PV.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
PAVING & GRADING PLAN
PV05
23J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLERSEE DWG PV04MATCHLINE: STA. 41+30.00MATCHLINE: STA 45+85.00SEE DWG PV0616TH AVE S
LEGEND
EXISTING 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/DRIVEWAY
LANDSCAPING
CEMENT CONCRETE SIDEWALK/DRIVEWAY
TEMP CONSTRUCTION EASEMENT BOUNDARY
DETECTABLE WARNING PER WSDOT STD DETAIL
F-45.10-03
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET
SN01
FLOW LINE
GENERAL NOTES
1.SEE PAVING DETAIL SHEETS FOR ADDITIONAL ROADWAY, SIDEWALK, AND
DRIVEWAY PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC 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 SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
1
2
3
4
5
6
7
8
CONSTRUCTION NOTES
DETECTABLE WARNING SURFACE.
CEMENT CONC. WARNING BAND. SEE DETAIL 5 ON SHEET PD09.
CEMENT CONC. SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD08 FOR STEEL REINFORCING
REQUIREMENTS FOR WIDENING EXISTING CONCRETE SIDEWALK.
SHOULDER AND DITCH SECTION DRIVEWAY PER CITY OF
FEDERAL WAY SDT 3-5.
CEMENT CONC. CURB RAMP PER WSDOT STD PLAN F-40.12-03.
CEMENT CONC. CURB RAMP IN VERTICAL CURB PER WSDOT STD
PLAN F-40.15-04.
CEMENT CONC. SINGLE DIRECTION CURB RAMP PER WSDOT STD
PLAN F-40.16-03.
4" REMOVABLE SQUARE BOLLARD, SEE DETAILS 4 AND 7 ON
SHEET PD09.
BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48"), SEE
DETAIL 6 ON SHEET PD09.
SPEED TABLE PER CITY OF FEDERAL WAY STD 3-27A.
ROOT BARRIER.
EMERGENCY TRAIL MARKER, SEE DETAILS 8 AND 9 ON SHEET
PD10.
9
10
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
11
12
10/03/23
6
PD04
LANDSCAPING BUFFER
GRADE BREAK LINE
STA. 46+03.12, 10.00' LT
END
9 2
5
3
13
46+00
47+00
4
8
+
0
0
49+00 50+00
>>>>
STORMWATER SWALE FLOW LINE,
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
ROUTE TO CATCH-BASINS AS SHOWN.
R-25
CONTRACTOR MAY ADJUST LOCATION
OF NEW BOLLARD ALONG CENTER OF
TRAIL IN ORDER TO PROTECT AND
MAINTAIN NEARBY UTILITIES
3
8
A-LINE
3 3
STA. 47+50.00, 0.00'12
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PV.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
PAVING & GRADING PLAN
PV06
24J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLERSEE DWG PV05MATCHLINE: STA. 45+85.00S DASH POINT RD (SR 509)16TH AVE S
REDONDO WAY SS DASH POINT RD (SR 509)PHASE 2 - NOT IN
THIS CONTRACT
LEGEND
EXISTING 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/DRIVEWAY
LANDSCAPING
CEMENT CONCRETE SIDEWALK/DRIVEWAY
TEMP CONSTRUCTION EASEMENT BOUNDARY
DETECTABLE WARNING PER WSDOT STD DETAIL
F-45.10-03
X-XX / X-XX SIGNING NOTE, SEE SIGNING TABLE ON SHEET
SN01
FLOW LINE
GENERAL NOTES
1.SEE PAVING DETAIL SHEETS FOR ADDITIONAL ROADWAY, SIDEWALK, AND
DRIVEWAY PAVING ENLARGEMENTS.
2.FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC 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 SIGN REMOVALS, RELOCATIONS,
AND NEW SIGNS.
1
2
3
4
5
6
7
8
CONSTRUCTION NOTES
DETECTABLE WARNING SURFACE.
CEMENT CONC. WARNING BAND. SEE DETAIL 5 ON SHEET PD09.
CEMENT CONC. SIDEWALK PER CITY OF FEDERAL WAY STD 3-12.
SEE DETAILS ON SHEET PD08 FOR STEEL REINFORCING
REQUIREMENTS FOR WIDENING EXISTING CONCRETE SIDEWALK.
SHOULDER AND DITCH SECTION DRIVEWAY PER CITY OF
FEDERAL WAY SDT 3-5.
CEMENT CONC. CURB RAMP PER WSDOT STD PLAN F-40.12-03.
CEMENT CONC. CURB RAMP IN VERTICAL CURB PER WSDOT STD
PLAN F-40.15-04.
CEMENT CONC. SINGLE DIRECTION CURB RAMP PER WSDOT STD
PLAN F-40.16-03.
4" REMOVABLE SQUARE BOLLARD, SEE DETAILS 4 AND 7 ON
SHEET PD09.
BLACK VINYL COATED CHAINLINK FENCE - TYPE 4 (48"), SEE
DETAIL 6 ON SHEET PD09.
SPEED TABLE PER CITY OF FEDERAL WAY STD 3-27A.
ROOT BARRIER.
EMERGENCY TRAIL MARKER, SEE DETAILS 8 AND 9 ON SHEET
PD10.
COMBINATION CURB RAMP PER WSDOT STD PLAN F-40.14.03.
9
10
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
11
12
13
10/03/23
24+00
25+00
STA. 24+39.89, 38.91' RT
CENTER
STA. 23+99.01, 5.00' LT
GRADE BREAK, END RAMP
STA. 24+11.79, 5.15' LT
AP 0.5' R STA. 24+53.70, 12.23' LT
STA. 23+47.54, 2.60' RT
AP STA. 23+85.44, 16.42' RT
PC
STA. 23+63.48, 5.59' RT
AP
STA. 24+20.29, 5.00' LT
R=17.0'
STA. 24+05.80, 5.15' LT
AP 0.5' R
STA. 24+58.77, 6.00' RT
PC
END CURB AND GUTTER
BEGIN BARRIER CURB
STA. 24+88.83, 10.61' RT
PT
R=40.0'
STA. 25+08.75, 40.54' RT
PT
END CURB AND GUTTER
MATCH EXISTING
SEE CENTER ISLAND
DETAIL, THIS SHEET
STA. 23+65.59, 49.49' RT
TAPER CURB HEIGHT TO
MATCH EXIST PAVEMENT
(1-FT TAPER LENGTH)
R=29.0'
STA. 23+76.80, 86.35' RT
R=35.0'
STA. 24+86.05, 86.62' RT
PC
BEGIN CURB AND GUTTER
MATCH EXISTING 6.0'
MATCH EXIST 6.0'MATCH EXISTSTA. 23+47.70, 8.58' RT
BEGIN CURB AND GUTTER
MATCH EXISTING 2.0'2.0'R=30.0'
STA. 23+46.28, 2.00' LT
PT
STA. 23+60.78, 4.08' LT
PC
STA. 23+91.51, 5.00' RT
R=0.5'
R=1.0'
STA. 24+05.92, 5.00' RT
AP
STA. 24+16.77, 5.00' RT
STA. 24+21.13, 8.34' LT
PT
STA. 24+94.76, 6.01' LT
PC
STA. 24+71.66, 6.00' LT
PRC
STA. 24+59.29, 6.00' LT
PT
STA. 24+55.44, 6.00' LT R=23.0'
R=25.0'
STA. 24+89.19, 10.51' RT
END BARRIER CURB
BEGIN CURB AND GUTTER
STA. 24+92.77, 9.96' RT
STA.
24+93.29,
6.05' RT
R=1.0'
R=1.0'
STA. 24+71.66, 6.00' RT
PRC
R=8.0'
R=32.0'
STA. 23+82.49, 88.28' RT
PT
END EXTRUDED CURB
TAPER CURB HEIGHT TO
MATCH EXIST PAVEMENT
(1-FT TAPER LENGTH)
STA. 23+66.41, 43.72' RT
PC
BEGIN EXTRUDED CURB10.0'
1
22
2 12.0'GRADE BREAK, END RAMP
MATCH EXISTING
1
2
23
2
2
11.0'
2
A-LINE
A-LINE
1
2
2.00'
PLANING LIMITS
6.00'
CENTER ISLAND
MATCH EXISTING ROADWAY SLOPE
TO MAINTAIN POSITIVE DRAINAGE
2" HMA EMBEDMENT
COMMERCIAL HMA MOUND
4" ABOVE EXISTING GRADE
TAPERED EDGE OVER 2-FT WIDTHEXISTING
ROADWAY SURFACE
2.00'
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 10 feet
5 10 20
PAVING DETAILS
PD01
25J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
1
PV01
PAVING DETAIL
SCALE: 1" = 10'
16TH AVE S
CENTER ISLAND DETAIL
SCALE: NTSS 304THST4
PD06
2
PD06
3
PD06
1
PD06 PAVING DETAIL NOTES
CEMENT CONC. TRAFFIC CURB AND GUTTER
PER CITY OF FEDERAL WAY STD 3-4 AND 3-4A.
CEMENT CONC. PEDESTRIAN CURB
PER WSDOT STD PLAN F-10.12-04.
EXTRUDED CURB, CEMENT CONC.
PER CITY OF FEDERAL WAY STD 3-4A.
1
2
3
10/03/23
29+00
STA. 29+20.44, 9.09' LT
EL=498.56
MATCH EXISTING
STA. 29+46.27, 9.15' LT
EL=498.50
MATCH EXISTING
STA. 29+09.17, 6.00' RT
EL=498.84
MATCH EXISTING
STA. 29+60.06, 6.00' RT
EL=499.16
MATCH EXISTING
STA. 29+19.09, 6.00' LT
EL=498.72
MATCH EXISTING
STA. 29+47.69, 6.00' LT
EL=498.62
MATCH EXISTING
PAVE GAP BETWEEN ADA
WARNING SUFACE AND EX.
PAVEMENT WITH NEW HMA
A-LINE 32+00 33+00
STA. 32+30.00, 6.00' RT
EL=497.81
MATCH EXISTING
STA. 32+75.10, 6.00' RT
EL=497.24
MATCH EXISTING
STA. 32+65.62, 6.00' LT
EL=497.27
MATCH EXISTING
STA. 32+38.48, 6.00' LT
EL=497.37
MATCH EXISTING
STA. 32+39.53, 9.80' LT
EL=497.32 STA. 32+64.32, 9.76' LT
EL=497.25
PAVE GAP BETWEEN ADA
WARNING SUFACE AND EX.
PAVEMENT WITH NEW HMA
A-LINE
35+00
STA. 34+53.40, 8.93' LT
EL=494.79
MATCH EXISTING
STA. 34+36.80, 9.01' LT
EL=494.93
MATCH EXISTING
STA. 34+56.15, 14.32' RT
EL=494.71
MATCH EXISTING
STA. 34+56.16, 12.33' RT
EL=494.59
MATCH EXISTING
STA. 34+34.23, 14.22' RT
EL=495.06
MATCH EXISTING
STA. 34+34.24, 12.22' RT
EL=494.94
MATCH EXISTING
STA. 34+53.45, 6.00' LT
EL=494.78
STA. 34+36.79, 6.00' LT
EL=495.13
STA. 35+21.57, 8.63' LT
EL=493.53
MATCH EXISTING
STA. 35+08.55, 8.63' LT
EL=493.85
MATCH EXISTING
STA. 35+24.14, 14.74' RT
EL=493.04
MATCH EXISTING
STA. 35+24.13, 12.74' RT
EL=492.95
MATCH EXISTING
STA. 35+06.05, 12.93' RT
EL=493.41
MATCH EXISTING
STA. 35+21.58, 6.00' LT
EL=493.34
STA. 35+08.55, 6.00' LT
EL=493.62
STA. 35+06.06, 14.94' RT
EL=493.51
MATCH EXISTING
STA. 35+21.61, 6.00' RT
EL=493.16
STA. 35+08.55, 6.00' RT
EL=493.44
STA. 34+53.61, 6.00' RT
EL=494.60
STA. 34+36.74, 6.00' RT
EL=494.96
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 10 feet
5 10 20
2
PV02
PAVING DETAIL
SCALE: 1" = 10'S 302ND ST16TH AVE S16TH AVE SS 303RD ST3
PV02
PAVING DETAIL
SCALE: 1" = 10'
PV03
4
PV03
PAVING DETAIL
SCALE: 1" = 10'
16TH AVE S
PAVING DETAILS
PD02
26J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
PAVING DETAIL NOTES
CEMENT CONC. TRAFFIC CURB AND GUTTER
PER CITY OF FEDERAL WAY STD 3-4 AND 3-4A.
CEMENT CONC. PEDESTRIAN CURB
PER WSDOT STD PLAN F-10.12-04.
EXTRUDED CURB, CEMENT CONC.
PER CITY OF FEDERAL WAY STD 3-4A.
1
2
3
10/03/23
38+00
39+00 40+00
STA. 37+99.68, 26.55' LT
AP
STA. 37+84.93, 29.53' LT
AP STA. 38+15.51, 5.76' LT
PT
STA. 38+06.55, 11.59' LT
PC
R=10.0'
R=5.0'
STA. 37+80.91, 10.41' LT
PT
STA. 37+75.35, 6.00' LT
PC
STA. 38+03.57, 21.14' RT
AP
STA. 40+37.51, 18.14' RT
AP
STA. 38+25.42, 6.26' RT
AP
STA. 38+30.76, 6.20' RT
AP
STA. 39+28.94, 11.00' RT
AP
STA. 39+28.94, 6.00' RT
AP
STA. 39+33.94, 6.00' RT
AP
STA. 39+33.94, 11.00' RT
AP
STA. 39+90.64, 10.98' RT
AP
STA. 39+96.97, 14.65' RT
AP
STA. 39+95.96, 6.00' RT
AP
STA. 39+90.51, 6.00' RT
AP
STA. 38+04.83, 16.82' RT
PC
BEGIN CURB AND GUTTER
STA. 38+14.66, 16.40' RT
PT
R=15.0'
STA. 38+31.69, 9.48' RT
PC
STA. 38+35.12, 8.89' RT
PT
STA. 40+05.39, 14.04' RT
PC
STA. 40+14.20, 13.94' RT
PT
R=15.0'
STA. 40+16.47, 14.45' RT
PC
STA. 40+36.51, 13.81' RT
PT
END CURB AND GUTTER
R=15.0'
1
STA. 37+98.45, 17.25' LT
PC
STA. 37+91.87, 16.79' LT
PT
R=3.0'
R=2.0'
STA. 37+89.50, 8.47' LT
PC
STA. 37+91.62, 5.99' LT
PT
STA. 38+02.33, 8.78' LT
PT
STA. 38+00.51, 6.00' LT
PC
A-LINE
STA. 37+74.69, 11.48' RT
STA. 37+74.64, 13.48' RT
STA. 37+88.00, 12.96' RT
STA. 37+87.72, 14.94' RT
R=5.0'
STA. 38+56.18, 9.50' RT
PC
STA. 38+59.18, 10.50' RT
PT
R=5.0'
STA. 38+67.50, 15.51' RT
PT
R=5.0'
STA. 38+64.49, 14.50' RT
PC
2
2
STA. 38+72.50, 6.00' RT
STA. 38+72.49, 11.00' RT
STA. 38+67.49, 6.00' RT
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
5
PV04
PAVING DETAIL
SCALE: 1" = 10'
16TH AVE S
0
1 inch = 10 feet
5 10 20
PAVING DETAILS
PD03
27J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
PAVING DETAIL NOTES
CEMENT CONC. TRAFFIC CURB AND GUTTER
PER CITY OF FEDERAL WAY STD 3-4 AND 3-4A.
CEMENT CONC. PEDESTRIAN CURB
PER WSDOT STD PLAN F-10.12-04.
EXTRUDED CURB, CEMENT CONC.
PER CITY OF FEDERAL WAY STD 3-4A.
1
2
3
5
PD07
12
PD03
12
PD03
PAVING DETAIL
SCALE: 1" = 5'
MATCH TRAIL
ELEVATION
STA. 37+89.10, 6.01' RT
EL=485.63
MATCH TRAIL ELEVATION
STA. 37+87.72, 14.94' RT
EL=485.00
MATCH EXISTING
STA. 37+74.86, 6.00' RT
EL=485.94
MATCH TRAIL ELEVATION
STA. 37+74.64, 13.48' RT
EL=485.37
MATCH EXISTING
10.0'2.5'2.5'
10/03/23
47+00
4
8
+
0
0
49+00
STA. 48+03.05, 28.63' LT
BEGIN BARRIER CURB
STA. 47+77.79, 11.31' RT
AP
STA. 48+52.55, 30.27' RT
AP
STA. 48+57.00, 30.98' RT
BEGIN CURB AND GUTTER
END BARRIER CURB
STA. 48+61.43, 41.97' RT
BEGIN BARRIER CURB
STA. 48+88.56, 4.75' RT
END BARRIER CURB
STA. 48+88.62, 12.34' LT
AP
STA. 47+77.70, 6.81' RT
END CURB AND GUTTER
STA. 48+88.59, 7.84' LT
END CURB AND GUTTER
R=72.7'
R=55.0'
STA. 48+84.73, 7.86' LT
PT
STA. 48+59.95, 15.53' RT
PC
STA. 48+12.57, 37.27' LT
BEGIN CURB AND GUTTER
END 12" BARRIER CURB
STA. 47+85.36, 6.49' RT
PT
2 STA. 48+08.12, 38.01' LT
END BARRIER CURB
STA. 47+95.04, 29.66' LT
BEGIN BARRIER CURB
STA. 48+01.97, 20.71' LT
AP
STA. 47+77.52, 6.60' LT
BEGIN BARRIER CURB
INSTALL 6" WIDE CURB
AROUND EX. SIGNAL POLE
2
STA. 48+12.96, 35.48' LT
PT
STA. 48+13.08, 29.63' LT
PCC
R=15.0'
1
STA. 48+10.04, 19.67' LT
BEGIN 12" BARRIER CURB
STA. 48+05.17, 20.30' LT
AP
STA. 47+86.72, 6.42' RT
STA. 48+61.58, 11.03' RT
STA. 48+61.04, 12.96' RT
INSTALL 6" WIDE CURB
AROUND EX. SIGNAL POLE
2
STA. 48+63.28, 28.48' RT
AP
1
STA. 48+70.22, 43.18' RT
BEGIN BARRIER CURB
2
MATCH TO EXISTING
EDGE OF PAVEMENT
MATCH TO EXISTING
BACK OF CURB
STA. 46+56.37, 9.00' RT
AP
STA. 46+55.22, 6.00' RT
AP
STA. 46+68.74, 9.00' RT
AP
STA. 46+69.88, 6.00' RT
AP
STA. 46+95.98, 6.00' RT
AP STA. 46+97.06, 9.00' RT
AP
STA. 47+12.47, 9.00' RT
AP
STA. 47+13.56, 6.00' RT
AP
STA. 46+80.21, 15.09' LT
STA. 46+87.72, 17.15' LT
R=5.0'
R=5.0'
STA. 46+76.36, 6.00' LT
PC
STA. 46+80.78, 11.89' LT
PT
STA. 46+90.03, 9.27' LT
PC
STA. 46+94.29, 6.00' LT
PT
STA. 47+53.54, 6.00' RT
STA. 47+53.54, 6.00' LT
A-LINE
A
-
L
I
N
E
A
-
L
I
N
E
STA. 47+11.45, 23.99' RT
PT
STA. 47+04.04, 21.62' RT
PC
R=5.0'
STA. 46+84.64, 6.00' RT
STA. 46+83.06, 27.63' RT
PC
STA. 46+89.25, 21.84' RT
PT
R=5.0'
STA. 46+86.06, 11.08' RT
AP
STA. 46+93.82, 15.90' RT4
STA. 48+16.87, 38.29' LT
5
STA. 48+60.36, 28.11' RT
AP
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
6
PV06
PAVING DETAIL
SCALE: 1" = 10'
S D
A
S
H
P
OI
N
T
R
D
16TH AVE S
0
1 inch = 10 feet
5 10 20
6
PD07
7
PD07
PAVING DETAIL NOTES
CEMENT CONC. TRAFFIC CURB AND GUTTER
PER CITY OF FEDERAL WAY STD 3-4 AND 3-4A.
CEMENT CONC. PEDESTRIAN CURB
PER WSDOT STD PLAN F-10.12-04.
EXTRUDED CURB, CEMENT CONC.
PER CITY OF FEDERAL WAY STD 3-4A.
4" REMOVABLE SQUARE BOLLARD, SEE DETAIL
7 ON SHEET PD09.
BLACK LIQUID APPLIED DETECTABLE WARNING
SURFACE.
1
2
3
PAVING DETAILS
PD04
28J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
4
5
13
PD04
PAVING DETAIL
SCALE: 1" = 5'
MATCH TRAIL
ELEVATION
STA. 46+95.98, 6.00' RT
EL=433.10
MATCH TRAIL ELEVATION
STA. 47+11.45, 23.99' RT
EL=431.30
MATCH EXISTING
STA. 46+84.64, 6.00' RT
EL=433.79
MATCH TRAIL ELEVATION
STA. 46+83.06, 27.63' RT
EL=432.76
MATCH EXISTING
13
PD04
MATCH CEMENT CONC
SIDEWALK ELEVATION
10/03/23
26+00
STA. 25+86.42, 13.50' RT
EL=496.42
MATCH EXISTING
STA. 25+62.82, 6.00' RT
EL=496.30
STA. 25+78.92, 6.00' RT
EL=496.54
STA. 25+62.81, 6.00' LT
EL=496.48
STA. 25+78.93, 6.00' LT
EL=496.72
STA. 25+78.93, 8.99' LT
EL=496.62
MATCH EXISTING
STA. 25+62.81, 9.00' LT
EL=496.50
MATCH EXISTING
STA. 25+86.42, 11.50' RT
EL=496.34
MATCH EXISTING
STA. 25+55.31, 11.51' RT
EL=495.68
MATCH EXISTING
A-LINE 27+00
STA. 27+55.01, 13.35' RT
EL=498.54
MATCH EXISTING
STA. 27+19.66, 13.47' RT
EL=498.16
MATCH EXISTING
STA. 27+27.13, 6.00' RT
EL=498.27
STA. 27+47.52, 6.00' RT
EL=498.48
STA. 27+20.95, 6.00' LT
EL=498.39
STA. 27+47.51, 6.00' LT
EL=498.66
STA. 27+47.51, 8.80' LT
EL=498.51
MATCH EXISTING
STA. 27+21.02, 8.80' LT
EL=498.31
MATCH EXISTING
STA. 27+55.00, 11.35' RT
EL=498.51
MATCH EXISTING
STA. 27+19.65, 11.47' RT
EL=498.10
MATCH EXISTING
A-LINE
31+00
STA. 30+90.59, 13.52' RT
EL=498.83
MATCH EXISTING
STA. 31+60.83, 13.53' RT
EL=498.50
MATCH EXISTING
STA. 31+58.36, 6.00' RT
EL=498.49
STA. 30+88.06, 6.00' RT
EL=498.83
STA. 30+68.07, 6.00' RT
EL=498.93
STA. 30+65.58, 13.55' RT
EL=498.93
MATCH EXISTING
STA. 31+44.21, 13.36' RT
EL=498.59
MATCH EXISTING
STA. 31+46.68, 6.00' RT
EL=498.54
STA. 31+46.63, 6.00' LT
EL=498.72
STA. 31+46.61, 9.70' LT
EL=498.81
MATCH EXISTING
STA. 31+58.38, 6.00' LT
EL=498.66
STA. 31+58.39, 9.50' LT
EL=498.92
MATCH EXISTING
STA. 30+88.03, 6.00' LT
EL=499.01
STA. 30+88.03, 9.47' LT
EL=499.05
MATCH EXISTING
STA. 30+68.04, 6.00' LT
EL=499.11
STA. 30+68.03, 9.42' LT
EL=499.14
MATCH EXISTING
STA. 30+90.58, 11.52' RT
EL=498.78
MATCH EXISTING
STA. 31+60.85, 11.53' RT
EL=498.45
MATCH EXISTING
STA. 31+44.20, 11.34' RT
EL=498.54
MATCH EXISTING
STA. 30+65.58, 11.55' RT
EL=498.86
MATCH EXISTING
A-LINE
37+00
STA. 36+95.51, 14.34' RT
EL=487.66
MATCH EXISTING
STA. 36+95.45, 6.00' RT
EL=487.66
STA. 36+92.95, 7.88' LT
EL=488.04
MATCH EXISTING
STA. 36+92.95, 6.00' LT
EL=487.89
STA. 36+80.44, 14.50' RT
EL=488.11
MATCH EXISTING
STA. 36+80.44, 6.00' RT
EL=487.93
STA. 36+82.94, 6.00' LT
EL=488.02
STA. 36+82.95, 7.93' LT
EL=488.17
MATCH EXISTING
STA. 36+95.52, 12.34' RT
EL=487.56
MATCH EXISTING
STA. 36+80.44, 12.50' RT
EL=488.01
MATCH EXISTING
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 10 feet
5 10 20
8
PV01
PAVING DETAIL
SCALE: 1" = 10'
9
PV01
PAVING DETAIL
SCALE: 1" = 10'
PV02
10
PV02
PAVING DETAIL
SCALE: 1" = 10'
16TH AVE S
PAVING DETAIL NOTES
CEMENT CONC. TRAFFIC CURB AND GUTTER
PER CITY OF FEDERAL WAY STD 3-4 AND 3-4A.
CEMENT CONC. PEDESTRIAN CURB
PER WSDOT STD PLAN F-10.12-04.
EXTRUDED CURB, CEMENT CONC.
PER CITY OF FEDERAL WAY STD 3-4A.
1
2
3
11
PV04
PAVING DETAIL
SCALE: 1" = 10'
16TH AVE S
16TH AVE S 16TH AVE S
PAVING DETAILS
PD05
29J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER 10/03/23
2.0'
STA. 23+90.74, 17.19' RT
RAMP CENTER1.5%3.0%3.3%
3.0%
3.2%1.5%1.5%1.4%2.0%0.6%493.56 FG
1.9%492.83 FL
493.09 EG
MATCH EXIST
493.18 EG
MATCH EXIST
1.5%7.0%7.5%0.4%
0.4%
0.8%
493.37 FG
493.41 FG
493.48 FG
492.89 FL
493.22 FG
493.38 FG
493.27 FG
493.49 TOC
492.99 FL
492.95 FL
493.45 TOC
493.25 FG
493.13 FG
4.0'6.0'5.0'7.0'10.0'5.7'
11.0'
14.5'7.7'
5.8'
PC ELEV: 492.88 FL 1/4 ELEV: 493.01 FL
1/2 PT ELEV: 493.05 FL
3/4 PT ELEV: 492.85 FL
PT ELEV: 492.61 FL
A-LINE
12.0'4.9%1.8%1.5%1.5%2.9%
2.0%0.5%0.3%494.32 FG494.21 FG
494.30 FL12.0'5.0'
492.66 FL
PC ELEV: 492.88 FL
1/2 PT ELEV: 493.54 FL
1/4 PT ELEV: 493.21 FL
PT ELEV: 494.20 FL
3/4 PT ELEV: 493.87 FL
STA. 24+92.99, 42.00' RT
RAMP CENTER
STA. 24+85.70, 68.81' RT
RAMP CENTER
6.0'
MATCH EXIST 6.0'MATCH EXIST4.2%
7.5%1.5%1.7%7.3%492.97 FGPC ELEV: 492.41 FL 2.2%2.0%2.0%1.6%1.5
%
1.5%
1.5
%6.1%2.8%2.8%6.6%
4.3%
4.0%1.5%2.5%4.0%0.5%
1.
3%2.3%2.4%
493.14 FG
493.04 FG
493.18 FG
493.91 FG
493.83 TOC
493.05 TOC
483.86 FL
MATCH EXIST
494.13 TOC
495.13 TOC
495.28 FG
494.15 FG
493.95 FG
494.06 FL
MATCH EXIST
5.0'10.0'5.0'5.0'
15.0'
5.0'
2.5'
1/2 PC ELEV: 493.33 FL
1/4 PC ELEV: 492.95 FL
MATCH EXIST
3/4 PC ELEV: 493.75 FL
PT ELEV: 494.26 FL
STA. 23+77.60, 55.75' RT
RAMP CENTER
STA. 23+84.12, 77.24' RT
RAMP CENTER0.6%5.4%5.6%1.8
%
0.6%0.4%
0.6
%
492.15 FL
492.45 FL
MATCH EXIST
492.42 FL
MATCH EXIST
492.46 FL
492.48 FL
492.45 FL
MATCH EXIST
492.43 FL
MATCH EXIST
5.
0
'5.0'5.0'5.0'
PC ELEV: 491.85 FL
1/2 PT ELEV: 492.31 FL
1/4 PT ELEV: 492.10 FL
3/4 PT ELEV: 492.46 FL
PT ELEV: 492.32 FL
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 10 feet
5 10 20
2
PD01
ADA RAMP DETAIL
SCALE: 1" = 5'
1
PD01
ADA RAMP DETAIL
SCALE: 1" = 5'
4
PD01
ADA RAMP DETAIL
SCALE: 1" = 5'
3
PD01
ADA RAMP DETAIL
SCALE: 1" = 5'
CURB RAMP NOTES
1.SLOPES SHOWN IN PLAN VIEW, RAMP LAYOUT AND RAMP
LENGTH FOR REFERENCE ONLY. FIELD VERIFY EXISTING
CONDITIONS AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
FL = GUTTER FLOW LINE
TOC = TOP OF CURB
FG = FINISHED GRADE
PAVING DETAILS
PD06
30J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER 10/03/23
1.6%
3.6%1.5%1.6%1.4%0.7%PC ELEV: 483.99 FL
484.10 FL
484.14 FG
484.06 FG
5.0'3.7'PT ELEV: 483.89 FL
PC ELEV: 484.27 FL
PT ELEV: 484.19 FL
484.01 FL6.0'2
2
1.
5%3.1%3.2%
1.
8%1.8%1.0%
0.5%0.4%
4.1%
7.3'
32.1'
426.37 FG426.27 FL
MATCH EXIST
426.52 FG
425.30 FG
1/2 PT ELEV: 425.64 FL
1
3
.
9
'
5
.
9
'12.9'14.0'3/4 PT ELEV: 425.20 FL
PT ELEV: 424.75 FL
1/4 PT ELEV: 425.99 FL
PC ELEV: 426.20 FL
A
-
L
I
N
E
2.5%
5.2%
425.07 FL
MATCH EXISTING
ROADWAY SLOPE
MATCH EXISTING
ROADWAY SLOPE 2.7%5.6%12.4'7.5'
6.0%1.5%6.9%1.5%0.2%
0.4%
1.
8%
1.
8%5.5%1.
6%0.2%0.5%
2
.
5%
25.5'
428.79 FG 428.27 FG
428.38 FG
428.82 FG
428.69 FG
428.15 FG
3/4 PCC 428.09 FL
PC ELEV: 428.07 FL
428.60 TOC
428.24 FG
8
.
1
'MATCH
EX
IS
T
18.0'4
.
0
'MATCHEXIST
8
.
1
'8.0'1/2 PCC 428.01 FL
1/4 PCC 427.99 FL
A
-
L
I
N
E
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 10 feet
5 10 207
PD04
ADA RAMP DETAIL
SCALE: 1" = 5'
5
PD03
ADA RAMP DETAIL
SCALE: 1" = 5'
6
PD04
ADA RAMP DETAIL
SCALE: 1" = 5'
7
.
9
'MATCH
EX
IS
T 12.0'MATCH EXIST426.95 FG
MATCH EXIST
425.37 FG
425.05 TOC
MATCH EXIST
426.83 FG
MATCH EXIST
PT ELEV: 428.05 FL
PCC ELEV: 428.13 FL
PAVING DETAILS
PD07
31J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER 10/03/23
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
6"
3 #4 LONGITUDINAL BARS,
SPACED EVENLY. INTERRUPT
AT EACH EXPANSION JOINT
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
BACK OF EX. CONC.
SIDEWALK
12"
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
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 JOINTS 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.
SECTION A-A
SCALE: NTS
3
-
SECTION A-A
SCALE: NTS AA1
-
PAVING DETAIL
SCALE: NTS
2
-
PAVING DETAIL
SCALE: NTS
PAVING DETAILS
PD08
32J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER 10/03/23
4.0'6.0' MAX
2.0'CONER/END POST
(EVERY OTHER POST)
END POST CAP
CONCRETE FOUNDATION
OR INSTALL ON WALL, AS
SHOWN ON THE PLANS.
INSTALLATION SHALL BE
PER MANUFACTURER'S
RECOMMENDATIONS.
FABRIC BAND (TYP)
12" ON CENTER
TENSION BAR
CONCRETE (TYP).
1.25" BOTTOM RAILCOLOR BLACK
LINE POST CAP
2" LINE POST FABRIC TIE (TYP)
1.25" TOP RAIL
NOTE: ALL FENCE COMPONENTS TO BE BLACK VINYL COATED.
ALL POST AND RAIL DIAMETERS ARE INSIDE DIAMETERS.
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.
REMOVABLE
BOLLARD,
SEE DETAIL 7
2.0'0.7'0.5'
2.0'12'-0"FINISH WITH TOOLED GROVES,
1/4-INCH WIDE, 1/2-INCH DEEP,
1 1/2-INCH SPACING AND BROOM
FINISH OVER TOP
FLUSH WITH HMA
TRAIL SURFACING
CRUSHED
SURFACING
TOP COURSE
COMPACTED
SUBGRADE
4-IN x 4-IN 12-GAUGE
WELDED WIRE MESH
CONC. SLAB
0.5'0.3'HINGE SITS ABOVE
CONCRETE
CAN IS TWO
INTERLOCKING
FORMED 3/8" STEEL
SIDES
1/8" STEEL CROSS
BARS
1-1/2" STEEL
SQUARE TUBE
1/2" STEEL ROD
DRILLED THRU AND
WELDED
3/16" STEEL LID
BOTTOM OF
CAN IS OPEN
WELDED AND
GROUND SMOOTH
FLAT CAP
4" STEEL SQUARE
TUBE X 3/16" WALL
3/8" STEEL
LOCKING TAB
LID IN OPEN
POSITION
1.75 Ø4.00"2.88"30.25"6.25"10.00"4.90"
NOTE: ALL PARTS HOT DIPPED GALVANIZED AFTER FABRICATION.4.00"5.00"4.00"1/2" REFLECTIVE
TAPE (TYP)5.00"DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
6
-
BLACK VINYL COATED CHAIN LINK FENCE
SCALE: NTS
4
-
BOLLARD STRIPING
SCALE: NTS
5
-
CONCRETE WARNING BAND
SCALE: NTS
PAVING DETAILS
PD09
33J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
7
-
4" REMOVABLE SQUARE BOLLARD
SCALE: NTS
10/03/23
911GIVE LOCATION NUMBERPBT-0XIN EMERGENCY DIAL
12'
ASPHALT
L
TRAIL
C
LOCATION MARKER,
SEE DETAIL 9
12"x24" WHITE PAINTED
TRIANGLE
4"x6" WHITE PAINTED RECTANGLE
CENTERED ON TRAIL
6"4"12"24"
TRAIL
EDGE
TRAIL
EDGE
911
GIVE LOCATION NUMBER
PBT-0XIN E M E R G E NCY D
I
A
L
LOCATION NUMBER WILL
FOLLOW THE ABOVE TABLE
STATION LOCATION #
26+60 PBT-04
31+85 PBT-05
37+10 PBT-06
42+38 PBT-07
47+50 PBT-08
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
8
-
EMERGENCY TRAIL MARKER
SCALE: NTS
PAVING DETAILS
PD10
34J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
9
-
LOCATION MARKER
SCALE: NTS
5"4"10/03/23
1.04%
0.20%
-7.50
%
3.50%
1.50%
4.94%
1.78%
1.82%
2.07%
1.15%PVI STA. 23+99.01EL=493.48PVI STA. 25+20.00EL=494.95PVI STA. 22+90.00EL=491.97PVC STA. 23+45.00EL=492.97PVT STA. 23+95.00EL=493.47PVI STA. 23+70.00
PVI EL=493.42
50' VC
K=30.88
PVC STA. 25+95.00EL=496.88PVT STA. 26+45.00EL=497.51PVI STA. 26+20.00
PVI EL=497.25
50' VC
K=107.21
PVC STA. 24+80.00EL=493.92PVT STA. 25+00.00EL=494.59PVI STA. 24+90.00
PVI EL=494.42
20' VC
K=6.34
EXISTING
GRADE
FINISHED
GRADE
S 304TH ST
CL
PROPOSED
DRIVEWAY
EXISTING
GRADE
FINISHED
GRADE
21+48 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+22
SEE PAVING DETAILS
FOR SIDEWALK AND
ADA RAMP GRADES
0.45%-0.49%-1.12%1.59%-0.22%
-1.01%-5.03%
2.16%PVI STA. 29+14.13EL=498.87PVI STA. 32+23.79EL=498.03PVC STA. 27+37.65EL=498.47PVT STA. 27+87.65EL=498.84PVI STA. 27+62.65
PVI EL=498.73
50' VC
K=85.62
HP STA. 28+69.14
HP EL=499.18
PVC STA. 28+54.80EL=499.15PVT STA. 29+04.80EL=498.98PVI STA. 28+79.80
PVI EL=499.26
50' VC
K=31.70
PVC STA. 30+04.87EL=499.26PVT STA. 30+54.87EL=499.09PVI STA. 30+29.87
PVI EL=499.21
50' VC
K=180.72
PVC STA. 31+54.87EL=498.59PVT STA. 32+04.87EL=498.22PVI STA. 31+79.87
PVI EL=498.47
50' VC
K=97.61
EXISTING
GRADE
FINISHED
GRADE
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
S 303RD ST
CL
PROPOSED
DRIVEWAY
S 302ND ST
CL
FINISHED
GRADE
EXISTING
GRADE
27+22 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 32+96
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TP.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
TRAIL PROFILES
TP01
35J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
A-LINE STA. 21+48.00 TO 27+22.00
SCALE: H: 1"=20'; V: 1"=5'
A-LINE STA. 27+22.00 TO 32+96.00
SCALE: H: 1"=20'; V: 1"=5'MATCHLINE UPPER RIGHTMATCHLINE TP02 UPPER LEFTPHASE 2
NOT IN THIS
CONTRACT
PHASE 1
BEGIN TRAIL
PROFILE
NAD 83/91
NAVD 88MATCHLINE LOWER LEFT10/03/23
-1.01%
-3.54%
-2.16%
-2.12%
-2.10%
-4.83%
-2.14%PVI STA. 34+66.99EL=494.41PVI STA. 36+82.95EL=487.93PVI STA. 37+99.75EL=485.49PVC STA. 33+34.87EL=496.91PVT STA. 33+84.87EL=496.14PVI STA. 33+59.87
PVI EL=496.66
50' VC
K=45.69
PVC STA. 38+20.00EL=484.51PVT STA. 38+40.00EL=483.82PVI STA. 38+30.00
PVI EL=484.03
20' VC
K=7.46
EXISTING
GRADE
FINISHED
GRADE
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
32+96 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+70
-5.05%
-7.48
%
-3.49%PVC STA. 39+67.94EL=479.62PVT STA. 41+17.94EL=473.21PVI STA. 40+42.94
PVI EL=477.00
150' VC
K=96.22
PVC STA. 42+48.15EL=466.64PVT STA. 43+48.15EL=460.37PVI STA. 42+98.15
PVI EL=464.11
100' VC
K=41.09
EXISTING
GRADE
FINISHED
GRADE
38+70 38+80 39+20 39+60 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+40
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TP.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
TRAIL PROFILES
TP02
36J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
NAD 83/91
NAVD 88
A-LINE STA. 32+96.00 TO 38+70.00
SCALE: H: 1"=20'; V: 1"=5'MATCHLINE TP01 LOWER RIGHTMATCHLINE LOWER LEFTMATCHLINE UPPER RIGHTMATCHLINE TP03A-LINE STA. 38+70.00 TO 44+44.00
SCALE: H: 1"=20'; V: 1"=5'
10/03/23
-8.6
5
%
-5.71%PVC STA. 44+56.76EL=452.24PVT STA. 45+56.76EL=444.18PVI STA. 45+06.76
PVI EL=448.50
100' VC
K=85.75
PVC STA. 46+17.16EL=438.95PVT STA. 47+17.16EL=431.99PVI STA. 46+67.16
PVI EL=434.63
100' VC
K=29.66
EXISTING
GRADE
SEE PAVING DETAILS
FOR SIDEWALK AND
ADA RAMP GRADES
S DASH POINT RD
CL (SR 509)
44+44 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+00 50+18
FINISHED
GRADE
PARK SIDEWALK
CONNECTION
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TP.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
TRAIL PROFILES
TP03
37J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
A-LINE STA. 44+44.00 TO 50+18.00
SCALE: H: 1"=20'; V: 1"=5'
PHASE 2
NOT IN THIS
CONTRACT
PHASE 1
END TRAIL
PROFILE
NAD 83/91
NAVD 88MATCHLINE TP02 LOWER RIGHT10/03/23
CB TYPE 1
CB (3)
25+87.27 OFFSET 7.38
23+00
24+00
25+00 26+00 27+00
1
CB TYPE 1
CB (31)
24+78.02 OFFSET 13.44
CB TYPE 2 - 48"
CB (30)
24+87.18 OFFSET 52.60
CB TYPE 1
CB (32)
24+95.06 OFFSET 7.37
CB1
CB
1
48CB1
1 >>>>>>>>>>>>>>SD SD SD SD SD SD SD SDSDSDSDSDSD
SDSDSD
SD
SD >>>PROTECT AND MAINTAIN
EX. ADJACENT GAS LINE
AND FIBER OPTIC LINE
CONNECT TO
EXISTING CB
C22 C23
C21
A-LINE
485
490
495
500
505
510
515
485
490
495
500
505
510
515
EXISTING GRADE
FINISHED GRADE
CONNECT TO
EXISTING CB
RIM EL=492.3'
IE IN 12" = 490.7'
IE OUT 12" CONC = 490.7'
PROTECT AND MAINTAIN
EXISTING FIBER OPTIC LINE PROTECT AND MAINTAIN EXISTING 2" GAS LINE
PROTECT AND MAINTAIN
EXISTING POWER AND COMMS LINES
PROTECT AND MAINTAIN EXISTING 12" WATER LINES.
INSTALL NEOPRENE PAD OR HIGH-DENSITY FOAM (e.g.
ETHAFOAM 900 OR APPROVED EQUAL) BETWEEN NEW
STORM PIPE AND EXISTING WATERLINES
16TH
CL
TYPE 2 - 48" CB (30)BI-DIRECTIONAL VANED GRATERIM=493.4012" IE IN=490.99 (W)12" IE OUT=490.99 (S) TYPE 1 CB (31)BI-DIRECTIONAL VANED GRATERIM=493.5012" IE IN=491.20 (N)12" IE OUT=491.20 (E) TYPE 1 CB (32)BI-DIRECTIONAL VANED GRATERIM=494.0412" IE IN=491.32 (N)12" IE OUT=491.32 (S) TYPE 1 CB (3)BI-DIRECTIONAL VANED GRATERIM=496.3212" IE IN=493.75 (N)12" IE OUT=493.75 (S)92 LF 12" DI SD @
2
.
6
4
%
24 LF 12" DI SD @ 0.50%
44 LF 12" DI SD @ 0.49%
58 LF 12" DI SD @ 0.50%
170 LF 12" DI SD @ 0.61%
304TH
CL
INSTALL POLYETHYLENE (SPEC SEC 9-30.1(2)) WRAP
AROUND EXISTING AC WATERLINE, ENCASE PIPE WITH
CDF WITHIN LIMITS OF NEW STORM PIPE TRENCH.
CONTRACTOR TO COORDINATE WITH LAKEHAVEN.
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-DR.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
DRAINAGE PLANS AND PROFILES
DR01
38J. ONG
J. SHINN
S. BATTLE
R. LEIMKUHLER
16TH AVE SS 304TH STPLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'MATCHLINE: STA 27+45.00SEE DWG DR02CONSTRUCTION NOTES
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
STORMWATER POLLUTION PREVENTION MARKER, PER CITY
OF FEDERAL WAY STD. 4-11.
1
LEGEND
STORM DRAIN PIPE
FLOW LINE
CATCH BASIN TYPE 1 PER WSDOT STD.
PLAN B-5.20-03 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD. 4-10 UNLESS OTHERWISE NOTED.
CATCH BASIN TYPE 2 PER WSDOT STD.
PLAN B-10.20-02 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD 4-10 UNLESS OTHERWISE NOTED.
SD
>>
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR RELOCATIONS OF
UTILITIES AND REMOVAL OF STORMWATER FEATURES.
3.FOR NEW STORMWATER PIPES CROSSING UNDER
EXISTING ROADWAY PAVEMENT, TRENCH AND RESTORE
PAVEMENT PER CITY STD PLAN 3-28.
4.DI (DUCTILE IRON PIPE), HDPE (SOLID WALL POLYETHYLENE
PIPE).
PHASE 2 -
NOT IN THIS
CONTRACT
0
1 inch = 20 feet
10 20 40
10/03/23
CB TYPE 1
CB (7)
29+70.13 OFFSET 7.40
CB TYPE 1
CB (4)
27+56.87 OFFSET 7.49
CB TYPE 1
CB (8)
30+60.87 OFFSET 7.38
CB TYPE 1
CB (9)
31+37.83 OFFSET 7.48
28+00 29+00 30+00 31+00 32+00
CB1CB1 CB1CB1 CB1
1
1
1 1 1
SD SD SD SD SD SD SD SD SD SD>>>>>>>>>>SD SD SD SD SD SD SD
>>>>>>>>CB TYPE 1
CB (6)
28+95.62 OFFSET 7.40
PROTECT AND MAINTAIN
EX. ADJACENT GAS LINE
AND FIBER OPTIC LINE
R06
R10 R14
A-LINE
485
490
495
500
505
510
515
485
490
495
500
505
510
515
EXISTING GRADE
FINISHED GRADE
PROTECT AND MAINTAIN
EXISTING FIBER OPTIC LINE
PROTECT AND MAINTAIN
EXISTING GAS SERVICE LINE
CONNECTION TYPE 1 CB (4)BI-DIRECTIONAL VANED GRATERIM=498.1512" IE IN=494.79 (N)12" IE OUT=494.79 (S)139 LF 12" HDPE SD @ 0.74% TYPE 1 CB (6)BI-DIRECTIONAL VANED GRATERIM=498.6212" IE OUT=495.82 (S)91 LF 12" HDPE SD @ 0.46%77 LF 12" HDPE SD @ 0.75%82 LF 12" HDPE SD @ 0.66% TYPE 1 CB (9)BI-DIRECTIONAL VANED GRATERIM=498.2012" IE IN=494.63 (S)12" IE OUT=494.63 (N) TYPE 1 CB (8)BI-DIRECTIONAL VANED GRATERIM=498.6312" IE IN=495.24 (S)12" IE OUT=495.21 (N) TYPE 1 CB (7)BI-DIRECTIONAL VANED GRATERIM=498.8112" IE OUT=495.65 (N)303RD
CL
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-DR.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79SEE DWG DR01MATCHLINE: STA. 27+45.00DRAINAGE PLANS AND PROFILES
DR02
39J. ONG
J. SHINN
S. BATTLE
R. LEIMKUHLER
16TH AVE SS 303RD STPLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'MATCHLINE: STA 32+05.00SEE DWG DR03CONSTRUCTION NOTES
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
STORMWATER POLLUTION PREVENTION MARKER, PER CITY
OF FEDERAL WAY STD. 4-11.
1
LEGEND
STORM DRAIN PIPE
FLOW LINE
CATCH BASIN TYPE 1 PER WSDOT STD.
PLAN B-5.20-03 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD. 4-10 UNLESS OTHERWISE NOTED.
CATCH BASIN TYPE 2 PER WSDOT STD.
PLAN B-10.20-02 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD 4-10 UNLESS OTHERWISE NOTED.
SD
>>
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR RELOCATIONS OF
UTILITIES AND REMOVAL OF STORMWATER FEATURES.
3.FOR NEW STORMWATER PIPES CROSSING UNDER
EXISTING ROADWAY PAVEMENT, TRENCH AND RESTORE
PAVEMENT PER CITY STD PLAN 3-28.
4.DI (DUCTILE IRON PIPE), HDPE (SOLID WALL POLYETHYLENE
PIPE).
0
1 inch = 20 feet
10 20 40
10/03/23
CB TYPE 1
CB (10)
32+19.98 OFFSET 7.56
CB TYPE 1
CB (12)
34+98.65 OFFSET 8.11
CB TYPE 1
CB (11)
34+29.77 OFFSET 7.99
32+00 33+00 34+00 35+00 36+00
CB1 CB1CB1
1 1 1
SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SDSD>>>>>>>>>>>>>>>>>>>>
PROTECT AND MAINTAIN
EX. ADJACENT GAS LINE
AND FIBER OPTIC LINE
C25
R18
A-LINE
480
485
490
495
500
505
510
515
480
485
490
495
500
505
510
515
EXISTING GRADE
FINISHED GRADE
PROTECT AND MAINTAIN
EXISTING GAS LINE TYPE 1 CB (11)BI-DIRECTIONAL VANED GRATERIM=494.6012" IE IN=491.03 (S)12" IE OUT=490.92 (N) TYPE 1 CB (12)BI-DIRECTIONAL VANED GRATERIM=493.1512" IE IN=489.84 (S)12" IE OUT=489.84 (N) TYPE 1 CB (10)BI-DIRECTIONAL VANED GRATERIM=497.6112" IE IN=494.09 (S)12" IE OUT=493.95 (N)210 LF 12" HDPE SD @ 1.39
%
69 LF 12" HDPE SD @ 1.5
7
%
172 LF 12" HD
P
E
S
D
@
2
.
8
9
%
302ND
CL
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-DR.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79SEE DWG DR02MATCHLINE: STA. 32+05.00DRAINAGE PLANS AND PROFILES
DR03
40J. ONG
J. SHINN
S. BATTLE
R. LEIMKUHLER
16TH AVE SS 302ND STPLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'MATCHLINE: STA 36+65.00SEE DWG DR04CONSTRUCTION NOTES
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
STORMWATER POLLUTION PREVENTION MARKER, PER CITY
OF FEDERAL WAY STD. 4-11.
1
LEGEND
STORM DRAIN PIPE
FLOW LINE
CATCH BASIN TYPE 1 PER WSDOT STD.
PLAN B-5.20-03 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD. 4-10 UNLESS OTHERWISE NOTED.
CATCH BASIN TYPE 2 PER WSDOT STD.
PLAN B-10.20-02 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD 4-10 UNLESS OTHERWISE NOTED.
SD
>>
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR RELOCATIONS OF
UTILITIES AND REMOVAL OF STORMWATER FEATURES.
3.FOR NEW STORMWATER PIPES CROSSING UNDER
EXISTING ROADWAY PAVEMENT, TRENCH AND RESTORE
PAVEMENT PER CITY STD PLAN 3-28.
4.DI (DUCTILE IRON PIPE), HDPE (SOLID WALL POLYETHYLENE
PIPE).
0
1 inch = 20 feet
10 20 40
10/03/23
CB TYPE 1
CB (13)
36+70.89 OFFSET 7.62
CB Type 2 - 48"
CB (17)
40+34.37 OFFSET 14.54
37+00
38+00
39+00 40+00
41+00
FLOW RESTRICTOR- 72"
CB (36)
39+84.04 OFFSET 2.86
CB Type 2 - 48"
CB (37)
38+61.53 OFFSET -2.03
CB Type 2 - 48"
CB (38)
38+61.54 OFFSET 7.97
4848CB1 CB1 7248481
1
SD SD SD SD SD SD>>>>
>>>>>
SD
SD
SD
SD
SD SD SD SD SD
CB TYPE 1
CB (14)
37+67.32 OFFSET 7.51
CB TYPE 2 - 48"
CB (15)
38+11.94 OFFSET 18.81
2-114.50' FT. STORMWATER
DETENTION PIPES 7 FT. DIA.
PROTECT AND MAINTAIN
EX. ADJACENT GAS LINE
AND FIBER OPTIC LINE
PROTECT AND MAINTAIN
EX. ADJACENT GAS LINE
AND FIBER OPTIC LINE
GRADE SWALE TO
CURB AND ADJACENT CB
2
2
A-LINE
CB TYPE 1
CB (14)
37+67.32 OFFSET 7.51
CB TYPE 1
CB (14)
37+67.32 OFFSET 7.51
CB TYPE 1
CB (14)
37+67.32 OFFSET 7.51
CB TYPE 1
CB (13)
36+70.89 OFFSET 7.62
465
470
475
480
485
490
495
500
465
470
475
480
485
490
495
500
EXISTING GRADE
FINISHED GRADE
STORMWATER
DETENTION PIPES 7 FT. DIA.
114.50'7.0'PROTECT AND MAINTAIN EXISTING FIBER OPTIC LINE
CONTRACTOR TO VERIFY ELEVATION IN FIELD, NOTIFY
ENGINEER IF CONFLICT WITH NEW STORM PIPE
PROTECT AND MAINTAIN EXISTING FIBER OPTIC LINE
CONTRACTOR TO VERIFY ELEVATION IN FIELD, NOTIFY
ENGINEER IF CONFLICT WITH NEW STORM PIPE
ACCESS RISERS
SOLID ROUND LOCKING
COVER PER CFW STD
4-12 WITH NON-SLIP
COATING (SEE DWG DD01)
PROTECT AND MAINTAIN
EXISTING GAS SERVICE LINE
CONNECTION
114 LF 12" HDPE SD
@
1
.
7
6
% Type 2 - 48" CB (17)BI-DIRECTIONAL VANED GRATERIM=477.2712" IE IN=468.36 (SW)12" IE OUT=468.36 (N) Type 2 - 48" CB (15)BI-DIRECTIONAL VANED GRATERIM=484.1212" IE IN=480.46 (S)12" IE OUT=479.90 (N)49 LF 12" HDP
E
S
D
@
2
.
8
3
%
96 LF 12" HD
P
E
S
D
@
3
.
1
3
% TYPE 1 CB (14)BI-DIRECTIONAL VANED GRATERIM=485.7212" IE IN=481.85 (S)12" IE OUT=481.85 (N) TYPE 1 CB (13)BI-DIRECTIONAL VANED GRATERIM=487.8312" IE IN=484.87 (S)12" IE OUT=484.87 (N)2'9"6'6"6' LIVESTORAGEOUTLET IE = 469.13
INLET IE = 475.13
BOTTOM OF TANK = 468.63 49 LF 12" HDPE SD @ 1.00% Flow Restrictor - 72" CB (36)ROUND LOCKING COVER PER CFWSTD 4-12 WITH NON-SLIP COATINGRIM=479.0712" IE OUT=468.85 (NE)1.5 LF 12" HDPE
SD @ 5.0%
5.7 LF 12" CPEP
SD @ 4.6% Type 2 - 48" CB (38)ROUND LOCKING COVER PER CFWSTD 4-12 WITH NON-SLIP COATINGRIM=483.2012" IE IN=475.69 (S)12" IE OUT=475.71 (W)47 LF 12" HDPE SD @ 9.00%
PROTECT AND MAINTAIN
EXISTING 1" WATER SERVICE LINE
CONNECTION
465
470
475
480
485
490
495
500
465
470
475
480
485
490
495
500
TYPE 2 - 48" CB (37)RIM=483.1812" IE IN=476.35 (E)10 LF 12"
CPEP SD @ 5.00%
STORMWATER
DETENTION PIPES 7 FT. DIA.7.0'INLET IE = 475.13
1.5 LF 12" HDPE SD @ 5.0%12" IE OUT=475.21(E) Type 2 - 48" CB (38)RIM=483.2012" IE IN=475.69 (S)12" IE OUT=475.71 (W)DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-DR.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79SEE DWG DR03MATCHLINE: STA. 36+65.00DRAINAGE PLANS AND PROFILES
DR04
41J. ONG
J. SHINN
S. BATTLE
R. LEIMKUHLER
16TH AVE S
PLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'MATCHLINE: STA 41+30.00SEE DWG DR05CONSTRUCTION NOTES
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
STORMWATER POLLUTION PREVENTION MARKER, PER CITY
OF FEDERAL WAY STD. 4-11.
1
LEGEND
STORM DRAIN PIPE
FLOW LINE
CATCH BASIN TYPE 1 PER WSDOT STD.
PLAN B-5.20-03 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD. 4-10 UNLESS OTHERWISE NOTED.
CATCH BASIN TYPE 2 PER WSDOT STD.
PLAN B-10.20-02 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD 4-10 UNLESS OTHERWISE NOTED.
SD
>>
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR RELOCATIONS OF
UTILITIES AND REMOVAL OF STORMWATER FEATURES.
3.FOR NEW STORMWATER PIPES CROSSING UNDER
EXISTING ROADWAY PAVEMENT, TRENCH AND RESTORE
PAVEMENT PER CITY STD PLAN 3-28.
4.DI (DUCTILE IRON PIPE), HDPE (SOLID WALL POLYETHYLENE
PIPE).A-ADD010
1 inch = 20 feet
10 20 40
PROFILE - CB 38 TO DETENTION TANK
SCALE: H: 1" = 20' V: 1" = 5'
10/03/23
CB TYPE 1
CB (18)
41+44.44 OFFSET 8.96
42+00 43+00 44+00 45+00
CB TYPE 1
CB (19)
43+81.60 OFFSET 9.00
CB1 CB1SDSDSDSDSDSDSDSDSDSDSDSD>>>>>>>>>>>>>>>>>>>>>>>>>>>
SD SD SD SD SD SD SD SD SD SD SD
PROTECT AND MAINTAIN
EX. ADJACENT GAS LINE
AND FIBER OPTIC LINE
A-LINE
435
440
445
450
455
460
465
470
475
435
440
445
450
455
460
465
470
475
EXISTING GRADE
FINISHED GRADE
PROTECT AND MAINTAIN
EXISTING FIBER OPTIC LINE
CONTRACTOR TO VERIFY
ELEVATION IN FIELD, NOTIFY
ENGINEER IF CONFLICT WITH
NEW STORM PIPE TYPE 1 CB (19)BI-DIRECTIONAL VANED GRATERIM=457.1012" IE IN=453.27 (S)12" IE OUT=453.27 (N) TYPE 1 CB (18)BI-DIRECTIONAL VANED GRATERIM=471.1612" IE IN=466.35 (S)12" IE OUT=466.35 (N)237 LF
1
2
"
H
D
P
E
S
D
@
5
.
5
2
%
272
L
F
1
2
"
H
D
P
E
S
D
@
7
.
8
1
%
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-DR.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79SEE DWG DR04MATCHLINE: STA. 41+30.00DRAINAGE PLANS AND PROFILES
DR05
42J. ONG
J. SHINN
S. BATTLE
R. LEIMKUHLER
16TH AVE S
PLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'MATCHLINE: STA 45+85.00SEE DWG DR06CONSTRUCTION NOTES
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
STORMWATER POLLUTION PREVENTION MARKER, PER CITY
OF FEDERAL WAY STD. 4-11.
1
LEGEND
STORM DRAIN PIPE
FLOW LINE
CATCH BASIN TYPE 1 PER WSDOT STD.
PLAN B-5.20-03 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD. 4-10 UNLESS OTHERWISE NOTED.
CATCH BASIN TYPE 2 PER WSDOT STD.
PLAN B-10.20-02 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD 4-10 UNLESS OTHERWISE NOTED.
SD
>>
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR RELOCATIONS OF
UTILITIES AND REMOVAL OF STORMWATER FEATURES.
3.FOR NEW STORMWATER PIPES CROSSING UNDER
EXISTING ROADWAY PAVEMENT, TRENCH AND RESTORE
PAVEMENT PER CITY STD PLAN 3-28.
4.DI (DUCTILE IRON PIPE), HDPE (SOLID WALL POLYETHYLENE
PIPE).
0
1 inch = 20 feet
10 20 40
10/03/23
46+00
47+00
4
8
+
0
0
49+00 50+00
CB1
CB TYPE 1
CB (20)
46+49.29 OFFSET 18.89
>>>>SD SD SD SD SD SD SD
PROTECT AND MAINTAIN
EX. ADJACENT GAS LINE
AND FIBER OPTIC LINE
C31
CONNECTION TO
EXISTING SD SYSTEM
A-LINE
410
415
420
425
430
435
440
445
410
415
420
425
430
435
440
445
FINISHED GRADE
EXISTING MANHOLE
CONNECT NEW PIPE
TO EX. CB TYPE 1 CB (20)BI-DIRECTIONAL VANED GRATERIM=435.2412" IE IN=432.01 (S)12" IE OUT=432.01 (N)DASH POINT
(SR 509)
CL
EXISTING GRADE
64 L
F
1
2
"
H
D
P
E
S
D
@
7
.
7
8
%
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-DR.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79SEE DWG DR05MATCHLINE: STA. 45+85.000
1 inch = 20 feet
10 20 40
DRAINAGE PLANS AND PROFILES
DR06
43J. ONG
J. SHINN
S. BATTLE
R. LEIMKUHLER
16TH AVE S
REDONDO WAY S
PLAN
SCALE: 1" = 20'
PROFILE
SCALE: H: 1" = 20' V: 1" = 5'S DASH POINT RD(SR 509)S DASH POINT RD(SR 509)CONSTRUCTION NOTES
TRANSITION DRAINAGE SWALE GRADING TO CONNECT TO
NEW CB. TRANSITION OVER 5-FT.
STORMWATER POLLUTION PREVENTION MARKER, PER CITY
OF FEDERAL WAY STD. 4-11.
1
LEGEND
STORM DRAIN PIPE
FLOW LINE
CATCH BASIN TYPE 1 PER WSDOT STD.
PLAN B-5.20-03 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD. 4-10 UNLESS OTHERWISE NOTED.
CATCH BASIN TYPE 2 PER WSDOT STD.
PLAN B-10.20-02 WITH BI-DIRECTIONAL
VANED GRATE PER CITY OF FEDERAL WAY
STD 4-10 UNLESS OTHERWISE NOTED.
SD
>>
2
GENERAL NOTES
1.SEE DRAWING DD01 FOR DRAINAGE DETAILS.
2.SEE SITE PREPARATION DRAWINGS FOR RELOCATIONS OF
UTILITIES AND REMOVAL OF STORMWATER FEATURES.
3.FOR NEW STORMWATER PIPES CROSSING UNDER
EXISTING ROADWAY PAVEMENT, TRENCH AND RESTORE
PAVEMENT PER CITY STD PLAN 3-28.
4.DI (DUCTILE IRON PIPE), HDPE (SOLID WALL POLYETHYLENE
PIPE).
PHASE 2 - NOT IN
THIS CONTRACT
10/03/23
7.0'7.0'17.0'114.50'
57.25'
ACCESS RISER
ROUND LOCKING COVER
PER CFW STD 4-12 WITH
NON-SLIP COATING
Ø3.01.0'1.0'FLOW CONTROL
STRUCTURE
72" - SEE DD02
TYPE 2
48 " CB, SEE DR04
TYPE 2
48" CB, SEE DR04
INFLOW
PIPE 1.0'12"
OUTLET
Ø3.0
Ø7.0 Ø7.0
3.0'
BEDDING STONE, WSDOT
STD SPEC. 9-03.12(1)
TRAIL CSTC
TRAIL PAVEMENT
1/2" HMA, PG58H-22
2.5"4.0"EXISTING GROUND
VARIES3' TO 7'-10"BACKFILL, WSDOT
STD SPEC. 9-03.12(3)5.6'4.0'4.0'VARIES12' TO 16'-10"NOTES:
1. DETENTION PIPE MATERIAL TO BE
ALUMINIZED STEEL.
TEMP SHORING PER
WSDOT SPECS
TEMP SHORING PER
WSDOT SPECS
DRAINAGE DETAILS
DD01
44J. ONG
J. SHINN
S. BATTLE
R. LEIMKUHLER
GENERAL NOTES
1.SEE DWG TS01 FOR TRAIL TYPICAL SECTIONS.
2.SEE DRAINAGE DRAWINGS FOR STRUCTURE LOCATIONS.
3.CONTRACTOR TO PROVIDE DETENTION TANK DRAWINGS
STAMPED AND SIGNED BY MANUFACTURER TO MEET THE
DESIGN ELEMENTS AS SHOWN ON THESE DETAIL SHEETS. SEE
SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS.
1
DR04
DETENTION PIPE DETAIL - PLAN
SCALE: NTS
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-DD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
2
DR04
DETENTION PIPE DETAIL - SECTION A-A
SCALE: NTS -10/03/23
DETENTION
TANK
36" DIA RISER
M.H. STEPS
12" O.C.
ROUND LOCKING COVER
PER CFW STD 4-12 WITH
NON-SLIP COATING
PLAN
ELBOW DETAIL
CATCH BASIN TYPE 2
DIAM. AS REQUIRED
72"
INVERT ELEV PER PLAN
CEANOUT GATE:
SHEAR GATE
SEE CFW STD 4-15
STEPS OR LADDER
FRAME & LADDER OR
STEPS OFFSET, SEE
NOTE 8. FRAME & COVER
ELEV. PER PLAN
ROUND SOLID COVER
MARKED "DRAIN" WITH
LOCKING BOLTS
2'-0" MIN2'-0" MIN2'-6" MINOVERFLOW ELEV TO PROVIDE
DETENTION PER PLANS
SEE NOTE 10
SEE ORIFICE TABLE
FOR ELEVATION
PIPE SUPPORT (TYP): 3" x .090"
INVERT ELEV PER PLAN
RESTRICTOR PLATE WITH
ORIFICE AS SPECIFIED.
NOT NEEDED IF ONLY FOR
OIL POLLUTION CONTROL
MAX
W.S.6"MIN6" MIN16" MAXINLET
PIPEOUTLET
PIPE
REMOVABLE WATER
TIGHT COUPLING
PLATE WITH ORIFICE
AS SPECIFIED
6"
MAX
INLET
PIPE
OUTLET
PIPE 2'MINNOTES:
1.PIPE SIZES AND SLOPES: PER PLANS.
2.OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS.
3.EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE
REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIAM.
4.PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE
OF SAME MATERIAL AND BE ANCHORED AT 3' MAX. SPACING
BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR
EMBEDDED 2" IN WALL.
5.THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM
.060" ALUMINUM OR .064" ALUMINIZED STEEL OR .064"
GALVANIZED STEEL PIPE, IN ACCORDANCE WITH AASHTO
M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL
HAVE TREATMENT 1.
6.OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE
WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL
PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE.
7.THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR
SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE,
WITH AN 8" MIN, DIAM.
8.FRAME AND LADDER OR STEPS OFFSET SO THAT:
A. CLEANOUT GATE IS VISIBLE FROM TOP
B. CLMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB
9.IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE
PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE I.D. LESS 1/4".
10.MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR
ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE.
11.ORIFICE MUST BE INSPECTED PRIOR TO INSTALLATION.
0.25" WIDE VERTICAL
RECTANGULAR ORIFICE (DEVICE 2)
SEE ORIFICE TABLE FOR ELEVATION
DRAINAGE DETAILS
DD02
45J. ONG
J. SHINN
S. BATTLE
R. LEIMKUHLER
GENERAL NOTES
1.SEE DWG TS01 FOR TRAIL TYPICAL SECTIONS.
2.SEE DRAINAGE DRAWINGS FOR STRUCTURE LOCATIONS.
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-DD.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
3
DR04
ACCESS RISER DETAIL
SCALE: NTS
4
DR04
FLOW RESTRICTOR CONTROL STRUCTURE
SCALE: NTS2.0'3.0'
-
FLOW RESTRICTOR ORIFICE TABLE
TYPE ELEVATION DIA. (IN.)LENGTH (IN.)HEIGHT (IN.)
Circular 469 1.03 N/A N/A
Rectangular 470.61 N/A 0.25 18.29
10/03/23
23+00
24+00
25+00 26+00
STA. 24+26.90, 47.93' LT
BEGIN
3
STA. 24+48.53, 63.09' LT
BEGIN
STA. 24+38.14, 44.73' LT
BEGIN
PC
STA. 23+17.49, 13.67' RT
BEGIN
STA. 23+49.25, 35.71' RT
BEGIN
PC
STA. 24+84.57, 112.02' RT
PC
STA. 24+14.88, 83.18' RT
PC
STA. 25+54.05, 23.24' RT
BEGIN
PC
STA. 24+13.82, 78.19' RT
BEGIN
STA. 23+90.22, 18.67' RT
BEGIN
STA. 24+91.43, 14.53' RT
BEGIN
STA. 24+23.40, 0.00' RT
BEGIN
STA. 24+94.61, 11.58' RT
BEGIN
4
3
STA. 24+37.46, 34.59' LT
BEGIN
10
2
4
4
4
STA. 23+49.03, 24.71' RT
BEGIN
PC
3
2
3
3
3
4
2STA. 24+31.20, 11.76' RT
PT
STA. 24+49.25, 41.75' LT
PC
4
3
STA. 23+60.19, 24.99' RT
PC
3
STA. 24+83.48, 97.86' RT
PC
3
STA. 24+47.18, 11.35' RT
PT
STA. 24+53.89, 6.00' LT
END
PT
3
STA. 24+89.40, 22.97' RT
PC
3
4
STA. 24+52.98, 0.01' RT
END
10
STA. 24+12.66, 30.49' RT
PT
3
STA. 24+12.36, 46.26' RT
PT
STA. 24+31.46, 66.13' RT
PT
4
STA. 24+80.91, 64.74' RT
PT
3
STA. 24+84.74, 70.13' RT
END
2
STA. 23+77.62, 115.88' RT
PT
4
STA. 24+92.86, 38.37' RT
END
2
STA. 23+84.93, 18.70' RT
END
PT
4
STA. 25+86.42, 12.50' RT
END
STA. 23+78.94, 51.98' RT
END
2
STA. 23+75.36, 46.94' RT
END
PT
4
R = 200.0'
R = 200.0'
DIAM=10.0-FT
HMA MOUNT
STA. 24+84.91, 38.52' RT
PT
STA. 24+82.76, 24.50' RT
PT
3
3
STA. 24+94.76, 22.59' RT3
4
R = 200.0'
R = 100.0'
R = 400.0'R = 75.0'
R = 200.0'
R = 200.0'
STA. 25+39.98, 12.57' RT
AP
4STA. 25+56.41, 12.50' RT
AP
4
DIAM=31.0-FT
STA. 24+34.51, 10.14' LT
END
5
STA. 24+25.60, 11.39' LT
BEGIN
5
STA. 24+98.77, 21.67' RT
END
3
STA. 23+74.96, 35.05' RT
BEGIN
5
STA. 23+70.47, 42.85' RT
END
5
5
STA. 24+98.97, 12.68' RT
BEGIN
5
STA. 24+82.82, 83.90' RT
BEGIN
5
STA. 24+84.90, 81.54' RT
END
5
R = 28.5' (TYP)
DIAM = 33.0-FT63
8
9 9
9
9
A-LINE
STA. 24+23.75, 6.00' LT
END
PT
4
STA. 23+68.73, 157.11' RT
END
4
STA. 24+84.69, 111.76' RT
END
3
STA. 25+86.43, 22.50' RT
END
3
STA. 24+37.33, 31.03' LT
PC
3
STA. 24+26.34, 31.41' LT
PC
3
11.0'11.0'
STA. 23+61.12, 13.06' RT
PC
4
20.0'11.012.0'11.0'10.0'STA. 25+39.74, 23.57' RT
AP
3
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PM.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
PAVEMENT MARKING PLAN
PM01
46J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
16TH AVE SS 304TH ST16TH AVE S
1
2
3
PAVEMENT MARKING NOTES
PLASTIC STOP LINE PER CITY OF FEDERAL WAY STD 3-21,
MATERIAL TYPE A
PLASTIC CROSSWALK LINE PER CITY OF FEDERAL WAY STD 3-21,
MATERIAL TYPE A.
PAINT LINE, 4" PAINTED YELLOW EDGE LINE
PAINT LINE, 4" PAINTED WHITE EDGE LINE
PLASTIC YIELD LINE SYMBOL TYPE 2 PER WSDOT STD PLAN M-24.60
MATERIAL TYPE A
RAISED PAVEMENT MARKER TYPE 2, SPACED 3-FT O.C.
SEE PAVING AND GRADING PLANS FOR SPEED TABLE LOCATIONS
TUSCAN RED MMA COLORED PAVEMENT MARKING FOR CENTER
ISLAND, MATERIAL TYPE D
PAINT LINE, 8" WHITE PAINTED WIDE LINE
PLASTIC CROSSWALK LINE, 12' WIDE
GENERAL NOTES
1.REMOVE EXISTING CONFLICTING PAVEMENT MARKING.
2.ALL STATIONING AND OFFSETS FOR PAVEMENT MARKING
SYMBOLS ARE TO CENTER OF PAVEMENT MARKING SYMBOL.
4
5
6
7
8
9
10
0
1 inch = 15 feet
7.5 15 30
PHASE 2 -
NOT IN THIS
CONTRACT
10/03/23
28+00 29+00 30+00 31+00 32+00 33+00
STA. 29+47.31, 0.00' RT
END
STA. 29+19.14, 0.01' RT
BEGIN
STA. 32+38.81, 0.00' RT
BEGIN
STA. 32+62.81, 0.00' RT
END
2 222
77
STA. 29+20.59, 10.73' LT
BEGIN
STA. 29+31.59, 10.74' LT
END
11 STA. 32+50.54, 10.78' LT
END
1STA. 32+39.58, 10.62' LT
BEGIN
1
A-LINE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PM.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
PAVEMENT MARKING PLAN
PM02
47J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
1
2
3
PAVEMENT MARKING NOTES
PLASTIC STOP LINE PER CITY OF FEDERAL WAY STD 3-21,
MATERIAL TYPE A
PLASTIC CROSSWALK LINE PER CITY OF FEDERAL WAY STD 3-21,
MATERIAL TYPE A.
PAINT LINE, 4" PAINTED YELLOW EDGE LINE
PAINT LINE, 4" PAINTED WHITE EDGE LINE
PLASTIC YIELD LINE SYMBOL TYPE 2 PER WSDOT STD PLAN M-24.60
MATERIAL TYPE A
RAISED PAVEMENT MARKER TYPE 2, SPACED 3-FT O.C.
SEE PAVING AND GRADING PLANS FOR SPEED TABLE LOCATIONS
TUSCAN RED MMA COLORED PAVEMENT MARKING FOR CENTER
ISLAND, MATERIAL TYPE D
PAINT LINE, 8" WHITE PAINTED WIDE LINE
PLASTIC CROSSWALK LINE, 12' WIDE
GENERAL NOTES
1.REMOVE EXISTING CONFLICTING PAVEMENT MARKING.
2.ALL STATIONING AND OFFSETS FOR PAVEMENT MARKING
SYMBOLS ARE TO CENTER OF PAVEMENT MARKING SYMBOL.
4
5
6
7
8
9
10
16TH AVE SS 303RD STS 302ND ST0
1 inch = 20 feet
10 20 40
10/03/23
38+00
39+00 40+00
7
A-LINE
2.0'(TYP)STA. 38+34.99, 9.88' RT
STA. 38+56.18, 15.50' RT
STA. 38+56.18, 10.50' RT
STA. 38+34.30, 14.85' RT
4
4
4
4
42+00 43+00
7
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PM.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 10 feet
5 10 20
PAVEMENT MARKING PLAN
PM03
48J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
1
2
3
PAVEMENT MARKING NOTES
PLASTIC STOP LINE PER CITY OF FEDERAL WAY STD 3-21,
MATERIAL TYPE A
PLASTIC CROSSWALK LINE PER CITY OF FEDERAL WAY STD 3-21,
MATERIAL TYPE A.
PAINT LINE, 4" PAINTED YELLOW EDGE LINE
PAINT LINE, 4" PAINTED WHITE EDGE LINE
PLASTIC YIELD LINE SYMBOL TYPE 2 PER WSDOT STD PLAN M-24.60
MATERIAL TYPE A
RAISED PAVEMENT MARKER TYPE 2, SPACED 3-FT O.C.
SEE PAVING AND GRADING PLANS FOR SPEED TABLE LOCATIONS
TUSCAN RED MMA COLORED PAVEMENT MARKING FOR CENTER
ISLAND, MATERIAL TYPE D
PAINT LINE, 8" WHITE PAINTED WIDE LINE
PLASTIC CROSSWALK LINE, 12' WIDE
GENERAL NOTES
1.REMOVE EXISTING CONFLICTING PAVEMENT MARKING.
2.ALL STATIONING AND OFFSETS FOR PAVEMENT MARKING
SYMBOLS ARE TO CENTER OF PAVEMENT MARKING SYMBOL.
4
5
6
7
8
9
10
16TH AVE S
16TH AVE S
10/03/23
47+00
48+00
49+00 50+00
STA. 48+16.75, 33.83' LT
BEGIN
STA. 48+40.42, 59.84' LT
END
1
1
STA. 48+14.57, 16.60' LT
BEGIN
STA. 49+24.04, 60.53' LT
END
2
2
STA. 49+25.81, 57.39' LT
END
2
STA. 49+33.89, 51.85' LT
END
1
STA. 48+06.57, 1.64' LT
BEGIN
2
STA. 49+02.15, 22.71' LT
BEGIN
1
STA. 48+67.27, 9.41' LT
BEGIN
2
2STA. 48+58.54, 4.70' RT
END
2STA. 48+52.88, 27.27' RT
END
2STA. 48+54.40, 39.15' RT
END
STA. 47+48.25, 63.19' RT
BEGIN
2
STA. 47+45.97, 57.20' RT
BEGIN
2
STA. 47+36.76, 58.49' RT
BEGIN
1
STA. 47+97.53, 10.33' RT
END
2
STA. 47+61.79, 19.46' RT
END
1
STA. 47+67.93, 69.23' RT
BEGIN
1
A-LINE
CROSSWALK BARS
TO BE SKEWED AS
SHOWN, TYPICAL
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PM.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
PAVEMENT MARKING PLAN
PM04
49J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
16TH AVE S
S DASH POINT RD (SR 509)REDONDO WAY SS DASH POINT RD (SR 509)1
2
3
PAVEMENT MARKING NOTES
PLASTIC STOP LINE PER CITY OF FEDERAL WAY STD 3-21,
MATERIAL TYPE A
PLASTIC CROSSWALK LINE PER CITY OF FEDERAL WAY STD 3-21,
MATERIAL TYPE A.
PAINT LINE, 4" PAINTED YELLOW EDGE LINE
PAINT LINE, 4" PAINTED WHITE EDGE LINE
PLASTIC YIELD LINE SYMBOL TYPE 2 PER WSDOT STD PLAN M-24.60
MATERIAL TYPE A
RAISED PAVEMENT MARKER TYPE 2, SPACED 3-FT O.C.
SEE PAVING AND GRADING PLANS FOR SPEED TABLE LOCATIONS
TUSCAN RED MMA COLORED PAVEMENT MARKING FOR CENTER
ISLAND, MATERIAL TYPE D
PAINT LINE, 8" WHITE PAINTED WIDE LINE
PLASTIC CROSSWALK LINE, 12' WIDE
GENERAL NOTES
1.REMOVE EXISTING CONFLICTING PAVEMENT MARKING.
2.ALL STATIONING AND OFFSETS FOR PAVEMENT MARKING
SYMBOLS ARE TO CENTER OF PAVEMENT MARKING SYMBOL.
4
5
6
7
8
9
10
0
1 inch = 15 feet
7.5 15 30
PHASE 2 - NOT IN
THIS CONTRACT
10/03/23
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-PM.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
SIGNING TABLE
SN01
50J. CURTIS
A. REMPE
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 S1-1 SCHOOL SP01, PV01
REPLACE RRFB
ALL NEW S1-1s, W16-7s SHALL BE FYG SHEETING
ALL NEW R10-25s SHALL BE 9"x12"
EXISTING
A 24+17.19, 8.84' RT A 24+05.57, 6.38' RT
R-01 S1-1 SCHOOL SP01, PV01 EXISTING
R-02 W16-7PL ARROW SP01, PV01 EXISTING
R-03 W16-7PR ARROW SP01, PV01 EXISTING
R-04 R10-25 PUSH BUTTON FOR WARNING LIGHTS SP01, PV01 EXISTING
R-05 S1-1 SCHOOL SP01, PV01
REPLACE RRFB
ALL NEW S1-1s, W16-7s SHALL BE FYG SHEETING
ALL NEW R10-25s SHALL BE 9"x12"
EXISTING
A 24+57.59, 9.08' RT A 24+68.82,7.73 RT
R-06 S1-1 SCHOOL SP01, PV01 EXISTING
R-07 W16-7PL ARROW SP01, PV01 EXISTING
R-08 W16-7PR ARROW SP01, PV01 EXISTING
R-09 R10-25 PUSH BUTTON FOR WARNING LIGHTS SP01, PV01 EXISTING
R-10 R1-1 STOP SIGN SP01 REMOVE EXISTING SIGN AND POST EXISTING A 24+76.73, 17.33' RT N/A
R-11 D3-103 PACIFIC HWY S SP01, PV01 RELOCATE EXISTING SIGN EXISTING A 24+76.73, 17.33' RT A 24+76.08, 9.23' RT
R-12 D3-103 S 304 ST SP01, PV01 RELOCATE EXISTING SIGN EXISTING A 24+76.73, 17.33' RT A 24+76.08, 9.23' RT
R-13 D3-103 16 AVE S SP01, PV01 RELOCATE EXISTING SIGN EXISTING A 24+76.73, 17.33' RT A 24+76.08, 9.23' RT
R-15 R1-1 STOP SIGN SP01 REMOVE EXISTING SIGN AND POST EXISTING A 23+70.20, 48.86' RT N/A
R-16 W3-1A STOP AHEAD SP02, PV02 REMOVE EXISTING SIGN AND POST EXISTING A 27+68.56, 7.61' RT N/A
R-17 R1-1 STOP SIGN SP02, PV02 RELOCATE EXISTING SIGN EXISTING A 29+16.46, 5.96' LT A 29+14.35, 7.17' RT
R-18 D3-103 S 303 ST SP02, PV02 RELOCATE EXISTING SIGN EXISTING A 29+65.65, 3.96' RT A 29+49.18, 7.83' LT
R-19 D3-103 16TH AVE S SP02, PV02 RELOCATE SIGN EXISTING A 29+65.65, 3.96' RT A 29+49.18, 7.83' LT
R-20 R1-1 STOP SIGN SP02, PV02 RELOCATE EXISTING SIGN EXISTING A 32+32.84, 3.48' LT A 32+37.22, 7.47' LT
R-21 D3-103 S 303 ST SP02, PV02 RELOCATE SIGN EXISTING A 32+32.84, 3.48' LT A 32+37.22, 7.47' LT
R-22 D3-103 16TH AVE S SP03, PV03 RELOCATE SIGN EXISTING A 32+32.84, 3.48' LT A 32+37.22, 7.47' LT
R-23 CUSTOM CHURCH SIGN SP03 PROTECT AND MAINTAIN SIGN EXISTING A 34+64.80, 14.52' LT N/A
R-24 R2-1 35 MPH SP05 REMOVE EXISTING SIGN AND POST EXISTING A 44.15.27, 7.99' RT N/A
R-25 D3-101 REDONDO WAY/ 16TH AVE SP06 PROTECT AND MAINTAIN SIGN AND POST EXISTING A 47+79.10, 7.02' LT A 47+82.18, 10.07' LT
R-26 CUSTOM PARKING FOR RECREATIONAL USE ONLY SP04, PV04 RELOCATE FENCE MOUNTED SIGN, INSTALL SIGN ON NEW FENCE EXISTING A 38+89.63, 11.30' LT A 38+39.53, 13.93' RT
R-27 R1-2 YIELD PV01 NEW SIGN 36" x 36" x 36"N/A A 24+18.76, 11.50' RT
R-29 R1-2 YIELD PV01 NEW SIGN 36" x 36" x 36"N/A A 25+00.80, 8.17' RT
R-31 R1-2 YIELD PV01 NEW SIGN 36" x 36" x 36"N/A A 24+87.79, 81.01' RT
R-33 R1-2 YIELD PV01 NEW SIGN 36" x 36" x 36"N/A A 23+68.15, 53.54' RT
R-35 W8-1A (S)BUMPS AHEAD PV01 SPEED TABLE, SEE CUSTOM SIGN DETAIL, THIS SHEET 30" x 30"N/A A 27+39.36, 46.34' RT
R-36 WB-1 BUMP PV02 SPEED TABLE 30" x 30"N/A A 28+39.26, 37.22' RT
R-37 W13-1(20)20 MPH ADVISORY PLAQUE PV02 SPEED TABLE 18" x 18"N/A A 28+39.26, 37.22' RT
R-38 W8-1 BUMP PV02 SPEED TABLE 30" x 30"N/A A 28+61.06, 7.75' RT
R-39 W13-1(20)20 MPH ADVISORY PLAQUE PV02 SPEED TABLE 18" x 18"N/A A 28+61.06, 7.75' RT
R-40 W8-1 BUMP PV03 SPEED TABLE 30" x 30"N/A A 33+38.79, 38.23' RT
R-41 W13-1(20)20 MPH ADVISORY PLAQUE PV03 SPEED TABLE 18" x 18"N/A A 33+38.79, 38.23' RT
R-42 W8-1 BUMP PV03 SPEED TABLE 30" x 30"N/A A 33+60.88, 8.73' RT
R-43 W13-1(20)20 MPH ADVISORY PLAQUE PV03 SPEED TABLE 18" x 18"N/A A 33+60.88, 8.73' RT
R-44 W8-1 BUMP PV04 SPEED TABLE 30" x 30"N/A A 37+40.20, 37.67' RT
R-45 W13-1(20)20 MPH ADVISORY PLAQUE PV04 SPEED TABLE 18" x 18"N/A A 37+40.20, 37.67' RT
R-46 W8-1 BUMP PV04 SPEED TABLE 30" x 30"N/A A 37+61.26, 7.68' RT
R-47 W13-1(20)20 MPH ADVISORY PLAQUE PV04 SPEED TABLE 18" x 18"N/A A 37+61.26, 7.68' RT
R-48 W8-1 BUMP PV05 SPEED TABLE 30" x 30"N/A A 42+38.68, 37.38' RT
R-49 W13-1(20)20 MPH ADVISORY PLAQUE PV05 SPEED TABLE 18" x 18"N/A A 42+38.68, 37.38' RT
R-50 W8-1 BUMP PV05 SPEED TABLE 30" x 30"N/A A 42+60.60, 7.55' RT
R-51 W13-1(20)20 MPH ADVISORY PLAQUE PV05 SPEED TABLE 18" x 18"N/A A 42+60.60, 7.55' RT
R-52 W8-1A (S)BUMPS AHEAD PV05 SPEED TABLE, SEE CUSTOM SIGN DETAIL, THIS SHEET 30" x 30"N/A A 43+60.59, 7.69' RT
R-53 R2-1 35 MPH (EXISTING), 30 MPH (NEW)SP02, PV02 REMOVE EXISTING 35 MPH SIGN AND REPLACE WITH NEW 30 MPH SIGN EXISTING A 28+15.50, 41.25' RT A 28+15.50, 41.25' RT
R-54 R2-1 35 MPH (EXISTING), 30 MPH (NEW)SP05, PV05 REMOVE EXISTING 35 MPH SIGN AND REPLACE WITH NEW 30 MPH SIGN EXISTING A 44+15.27, 7.99' RT A 44+15.27, 7.99' RT
R-55 CUSTOM PARKING FOR RECREATIONAL USE ONLY SP04, PV04 RELOCATE FENCE MOUNTED SIGN, INSTALL SIGN ON NEW FENCE EXISTING A ~39+70.00, 12.40' LT A ~39+70.00, 11.60' LT
NOTES:
1.SIGN CODE FOLLOWS WSDOT SIGN FABRICATION MANUAL
UNLESS OTHERWISE NOTED. SEE LANDSCAPING PLANS FOR
TRAIL SIGNAGE.
2.USE NEW POSTS AND MOUNTING HARDWARE FOR ALL
RELOCATED SIGNS, UNLESS OTHERWISE NOTED.
3.CONTRACTOR SHALL RETURN ALL REMOVED SIGNS TO KING
COUNTY SIGN SHOP.
TEXT SIZE: 7D (BUMPS)
B/Y
30"
CUSTOM SIGN DETAIL W8-1A (S)
BORDER:
R = 1.38"
TH = 0.75"
IN = 0.5"
30"
10/03/23
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TC1.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
16TH AVE SS 304TH STLEGEND:
TEMPORARY CONSTRUCTION SIGN
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
BARRICADE TYPE 3
WORK AREA
FLAGGING STATION
TRAFFIC CONTROL PLAN
TC01
51J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
ONE LANE
ROAD
AHEAD
END
ROAD WORK
ROAD
WORK
AHEAD
A B C
D
100'
(TYP)
100'
(TYP)
100'
(TYP)
D
C B A
A
B
C
A C
C
B
A
B
D
D
D 50' TO 100'TAPER (TYP)GENERAL NOTES:
1.SIGNAGE SHALL BE INSTALLED PER CURRENT
MUTCD SIGN CODES AND REQUIREMENTS.
2.TRAFFIC CONTROL PLANS FOR PERMIT ONLY
AND DOES NOT REPRESENT ANY CONTRACTOR
FOR TEMPORARY TRAFFIC CONTROL SET UP
AND/OR THE CONTRACTORS CONSTRUCTION
ACTIVITIES.
3.MAINTAIN ACCESS TO DRIVEWAYS.
4.MAINTAIN ACCESSIBLE PEDESTRIAN ACCESS
THROUGH WORK AREA.
5.A MINIMUM OF 11' LANES WILL BE MAINTAINED
UNLESS OTHERWISE NOTED.
6.WORK TIMES SHALL BE 8:30AM TO 3PM, MON-FRI.
MAINTAIN TRAFFIC CONTROL DURING WORK
HOURS.
7.POSTED SPEED LIMIT: 16TH AVE S: 35 MPH,
PACIFIC HWY S: 45 MPH.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF
FEDERAL WAY DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION INSPECTORS WITHIN A MINIMUM
OF 48 HOURS OF A ROAD CLOSURE OR DETOUR.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY SIGNAL DETECTION IMPACTED
BY CONSTRUCTION ACTIVITIES.
10/03/23
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TC2.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
16TH AVE SS 304TH STONE LANE
ROAD
AHEAD
END
ROAD WORK
ROAD
WORK
AHEAD
A B C
D
100'
(TYP)
100'
(TYP)
100'
(TYP)
D
C B A
A
B
C
A C
C
B
A
B
D
D
D 50' TO 100'TAPER (TYP)LEGEND:
TEMPORARY CONSTRUCTION SIGN
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
BARRICADE TYPE 3
WORK AREA
FLAGGING STATION
TRAFFIC CONTROL PLAN
TC02
52J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
GENERAL NOTES:
1.SIGNAGE SHALL BE INSTALLED PER CURRENT
MUTCD SIGN CODES AND REQUIREMENTS.
2.TRAFFIC CONTROL PLANS FOR PERMIT ONLY
AND DOES NOT REPRESENT ANY CONTRACTOR
FOR TEMPORARY TRAFFIC CONTROL SET UP
AND/OR THE CONTRACTORS CONSTRUCTION
ACTIVITIES.
3.MAINTAIN ACCESS TO DRIVEWAYS.
4.MAINTAIN ACCESSIBLE PEDESTRIAN ACCESS
THROUGH WORK AREA.
5.A MINIMUM OF 11' LANES WILL BE MAINTAINED
UNLESS OTHERWISE NOTED.
6.WORK TIMES SHALL BE 8:30AM TO 3PM, MON-FRI.
MAINTAIN TRAFFIC CONTROL DURING WORK
HOURS.
7.POSTED SPEED LIMIT: 16TH AVE S: 35 MPH,
PACIFIC HWY S: 45 MPH.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF
FEDERAL WAY DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION INSPECTORS WITHIN A MINIMUM
OF 48 HOURS OF A ROAD CLOSURE OR DETOUR.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY SIGNAL DETECTION IMPACTED
BY CONSTRUCTION ACTIVITIES.
10/03/23
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TC3.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
16TH AVE SS 304TH STONE LANE
ROAD
AHEAD
END
ROAD WORK
ROAD
WORK
AHEAD
A B C
D
100'
(TYP)
100'
(TYP)
100'
(TYP)
D
C B A
A
B
C
A C
C
B
A
B
D
D
D
LEGEND:
TEMPORARY CONSTRUCTION SIGN
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
BARRICADE TYPE 3
WORK AREA
FLAGGING STATION
TRAFFIC CONTROL PLAN
TC03
53J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
50' TO 100'
TAPER (TYP)
GENERAL NOTES:
1.SIGNAGE SHALL BE INSTALLED PER CURRENT
MUTCD SIGN CODES AND REQUIREMENTS.
2.TRAFFIC CONTROL PLANS FOR PERMIT ONLY
AND DOES NOT REPRESENT ANY CONTRACTOR
FOR TEMPORARY TRAFFIC CONTROL SET UP
AND/OR THE CONTRACTORS CONSTRUCTION
ACTIVITIES.
3.MAINTAIN ACCESS TO DRIVEWAYS.
4.MAINTAIN ACCESSIBLE PEDESTRIAN ACCESS
THROUGH WORK AREA.
5.A MINIMUM OF 11' LANES WILL BE MAINTAINED
UNLESS OTHERWISE NOTED.
6.WORK TIMES SHALL BE 8:30AM TO 3PM, MON-FRI.
MAINTAIN TRAFFIC CONTROL DURING WORK
HOURS.
7.POSTED SPEED LIMIT: 16TH AVE S: 35 MPH,
PACIFIC HWY S: 45 MPH.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF
FEDERAL WAY DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION INSPECTORS WITHIN A MINIMUM
OF 48 HOURS OF A ROAD CLOSURE OR DETOUR.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY SIGNAL DETECTION IMPACTED
BY CONSTRUCTION ACTIVITIES.
10/03/23
CENTERED WITHIN LANDSCAPE BUFFER STRIP.
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TC4.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
16TH AVE SS 304TH STONE LANE
ROAD
AHEAD
END
ROAD WORK
ROAD
WORK
AHEAD
A B C
D
100'
(TYP)
100'
(TYP)
100'
(TYP)
D
C B A
A
B
C
A C
C
B
A
B
D
D
D 50' TO 100'TAPER (TYP)LEGEND:
TEMPORARY CONSTRUCTION SIGN
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
BARRICADE TYPE 3
WORK AREA
FLAGGING STATION
TRAFFIC CONTROL PLAN
TC04
54J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
GENERAL NOTES:
1.SIGNAGE SHALL BE INSTALLED PER CURRENT
MUTCD SIGN CODES AND REQUIREMENTS.
2.TRAFFIC CONTROL PLANS FOR PERMIT ONLY
AND DOES NOT REPRESENT ANY CONTRACTOR
FOR TEMPORARY TRAFFIC CONTROL SET UP
AND/OR THE CONTRACTORS CONSTRUCTION
ACTIVITIES.
3.MAINTAIN ACCESS TO DRIVEWAYS.
4.MAINTAIN ACCESSIBLE PEDESTRIAN ACCESS
THROUGH WORK AREA.
5.A MINIMUM OF 11' LANES WILL BE MAINTAINED
UNLESS OTHERWISE NOTED.
6.WORK TIMES SHALL BE 8:30AM TO 3PM, MON-FRI.
MAINTAIN TRAFFIC CONTROL DURING WORK
HOURS.
7.POSTED SPEED LIMIT: 16TH AVE S: 35 MPH,
PACIFIC HWY S: 45 MPH.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF
FEDERAL WAY DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION INSPECTORS WITHIN A MINIMUM
OF 48 HOURS OF A ROAD CLOSURE OR DETOUR.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY SIGNAL DETECTION IMPACTED
BY CONSTRUCTION ACTIVITIES.
10/03/23
23+00
24+00
25+00 26+00 27+00
10.0'
MIN
10.0'
MIN
10.0'MIN10.0'MIN122.5'
TAPER (TYP)
100'
(TYP)
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TC5.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
16TH AVE SS 304TH STEND
ROAD WORK
C
C
C
C
C
B
B
B
B
B
LEGEND:
TEMPORARY CONSTRUCTION SIGN
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
BARRICADE TYPE 3
WORK AREA
FLAGGING STATION
TEMPORARY STOP LINE
(SHORT DURATION)
TRAFFIC CONTROL PLAN
TC05
55J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
A
A
A
A
ROAD
WORK
AHEAD
A
GENERAL NOTES:
1.SIGNAGE SHALL BE INSTALLED PER CURRENT
MUTCD SIGN CODES AND REQUIREMENTS.
2.TRAFFIC CONTROL PLANS FOR PERMIT ONLY
AND DOES NOT REPRESENT ANY CONTRACTOR
FOR TEMPORARY TRAFFIC CONTROL SET UP
AND/OR THE CONTRACTORS CONSTRUCTION
ACTIVITIES.
3.MAINTAIN ACCESS TO DRIVEWAYS.
4.MAINTAIN ACCESSIBLE PEDESTRIAN ACCESS
THROUGH WORK AREA.
5.A MINIMUM OF 11' LANES WILL BE MAINTAINED
UNLESS OTHERWISE NOTED.
6.WORK TIMES SHALL BE 8:30AM TO 3PM, MON-FRI.
MAINTAIN TRAFFIC CONTROL DURING WORK
HOURS.
7.POSTED SPEED LIMIT: 16TH AVE S: 35 MPH,
PACIFIC HWY S: 45 MPH.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF
FEDERAL WAY DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION INSPECTORS WITHIN A MINIMUM
OF 48 HOURS OF A ROAD CLOSURE OR DETOUR.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY SIGNAL DETECTION IMPACTED
BY CONSTRUCTION ACTIVITIES.
10/03/23
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TC6.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 40 feet
20 40 80
16TH AVE SS 303RD STS 302ND ST10.0'MINTYPICAL TRAFFIC CONTROL FOR DAYTIME SHIFT
ONE LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
A B C
ABC
A B C
LEGEND:
TEMPORARY CONSTRUCTION SIGN
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
BARRICADE TYPE 3
WORK AREA
FLAGGING STATION
TRAFFIC CONTROL PLAN
TC06
56J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
100'100'100'100'100'100'
THIS DAYTIME SHIFT PLAN ALSO APPLIES FOR ALL
OTHER CONSTRUCTION WORK ALONG 16TH AVE S
GENERAL NOTES:
1.SIGNAGE SHALL BE INSTALLED PER CURRENT
MUTCD SIGN CODES AND REQUIREMENTS.
2.TRAFFIC CONTROL PLANS FOR PERMIT ONLY
AND DOES NOT REPRESENT ANY CONTRACTOR
FOR TEMPORARY TRAFFIC CONTROL SET UP
AND/OR THE CONTRACTORS CONSTRUCTION
ACTIVITIES.
3.MAINTAIN ACCESS TO DRIVEWAYS.
4.MAINTAIN ACCESSIBLE PEDESTRIAN ACCESS
THROUGH WORK AREA.
5.A MINIMUM OF 11' LANES WILL BE MAINTAINED
UNLESS OTHERWISE NOTED.
6.WORK TIMES SHALL BE 8:30AM TO 3PM, MON-FRI.
MAINTAIN TRAFFIC CONTROL DURING WORK
HOURS.
7.POSTED SPEED LIMIT: 16TH AVE S: 35 MPH,
PACIFIC HWY S: 45 MPH.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF
FEDERAL WAY DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION INSPECTORS WITHIN A MINIMUM
OF 48 HOURS OF A ROAD CLOSURE OR DETOUR.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY SIGNAL DETECTION IMPACTED
BY CONSTRUCTION ACTIVITIES.
10/03/23
45+00 46+00
47+00
4
8
+
0
0
49+00 50+00 51+00
52+0010.0'MINDRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TC7.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
16TH AVE S REDONDO WAY SS DASH POINT RD (SR 509)F
F
SIDEWALK CLOSED
USE OTHER SIDE
SIDEWALK CLOSED
USE OTHER SIDE
G H
G
H
GENERAL NOTES:
1.SIGNAGE SHALL BE INSTALLED PER CURRENT
MUTCD SIGN CODES AND REQUIREMENTS.
2.TRAFFIC CONTROL PLANS FOR PERMIT ONLY
AND DOES NOT REPRESENT ANY CONTRACTOR
FOR TEMPORARY TRAFFIC CONTROL SET UP
AND/OR THE CONTRACTORS CONSTRUCTION
ACTIVITIES.
3.MAINTAIN ACCESS TO DRIVEWAYS.
4.MAINTAIN ACCESSIBLE PEDESTRIAN ACCESS
THROUGH WORK AREA.
5.A MINIMUM OF 11' LANES WILL BE MAINTAINED
UNLESS OTHERWISE NOTED.
6.WORK TIMES SHALL BE 8:30AM TO 3PM, MON-FRI.
MAINTAIN TRAFFIC CONTROL DURING WORK
HOURS.
7.POSTED SPEED LIMIT: 16TH AVE S: 35 MPH,
PACIFIC HWY S: 45 MPH.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF
FEDERAL WAY DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION INSPECTORS WITHIN A MINIMUM
OF 48 HOURS OF A ROAD CLOSURE OR DETOUR.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY SIGNAL DETECTION IMPACTED
BY CONSTRUCTION ACTIVITIES.
LEGEND:
TEMPORARY CONSTRUCTION SIGN
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
BARRICADE TYPE 3
WORK AREA
TRAFFIC CONTROL PLAN
TC07
57J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
END
ROAD WORK
ROAD
WORK
AHEAD
A
E
A
E
E
A
A
E
E
FOLLOW MUTCD TYPICAL APPLICATION 27
TO STRIPE CENTER OF INTERSECTION
A
10/03/23
45+00 46+00
47+00
4
8
+
0
0
49+00 50+00 51+0010.0'MIN10.
0
'
MI
N
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
OF
Z:\1900001-1900999\1900767 Pac Hwy Non-Motorized\CADD\Design\Phase 1\PHNM-PH1-TC8.dwg, 10/3/2023SHT.
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
PHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)
36219
79
0
1 inch = 20 feet
10 20 40
16TH AVE S REDONDO WAY SS DASH POINT RD (SR 509)F
LEGEND:
TEMPORARY CONSTRUCTION SIGN
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
BARRICADE TYPE 3
WORK AREA
TRAFFIC CONTROL PLAN
TC08
58J. CURTIS
A. REMPE
S. BATTLE
R. LEIMKUHLER
ONE LANE
ROAD
AHEAD
END
ROAD WORK
ROAD
WORK
AHEAD
A B
E
F
F
A B
E
E
A
A
E
E
A
GENERAL NOTES:
1.SIGNAGE SHALL BE INSTALLED PER CURRENT
MUTCD SIGN CODES AND REQUIREMENTS.
2.TRAFFIC CONTROL PLANS FOR PERMIT ONLY
AND DOES NOT REPRESENT ANY CONTRACTOR
FOR TEMPORARY TRAFFIC CONTROL SET UP
AND/OR THE CONTRACTORS CONSTRUCTION
ACTIVITIES.
3.MAINTAIN ACCESS TO DRIVEWAYS.
4.MAINTAIN ACCESSIBLE PEDESTRIAN ACCESS
THROUGH WORK AREA.
5.A MINIMUM OF 11' LANES WILL BE MAINTAINED
UNLESS OTHERWISE NOTED.
6.WORK TIMES SHALL BE 8:30AM TO 3PM, MON-FRI.
MAINTAIN TRAFFIC CONTROL DURING WORK
HOURS.
7.POSTED SPEED LIMIT: 16TH AVE S: 35 MPH,
PACIFIC HWY S: 45 MPH.
8.THE CONTRACTOR SHALL NOTIFY THE CITY OF
FEDERAL WAY DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION INSPECTORS WITHIN A MINIMUM
OF 48 HOURS OF A ROAD CLOSURE OR DETOUR.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY SIGNAL DETECTION IMPACTED
BY CONSTRUCTION ACTIVITIES.
FOLLOW MUTCD TYPICAL APPLICATION 27
TO STRIPE CENTER OF INTERSECTION
10/03/23
DRAFTED: NHDESIGNED: NH REVIEWED: CGAPPROVED: KCSHT.OFN:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Phase 1\0717_Ill.dwg, 10/4/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)3621976BREAKER SCHEDULE (304TH ST & 16TH AVE)CIRCUITDESCRIPTIONBREAKER RATINGCONTACTORRATINGVOLTAGELOAD (KVA)POLESAMPS---MAIN2P100 AMP---------AILLUMINATION2P15 AMP30 AMP------BILLUMINATION2P15 AMP30 AMP120 - 2771.584BUSSWORK SHALL BE RATED AT 200 AMPMINIMUMPEAK1.584CONTINUOUS1.584WIRING SCHEDULERUNN0.CONDUITSIZECONDUCTORSCIRCUITCOMMENTS2"1 GROUND #4ACONDUCTORS FOR CIRCUIT A EXTENSION TO BE INSTALLEDDURING PHASE 2.2"4#81 GROUND #11GROUND #4A,BCONDUCTORS FOR CIRCUIT A EXTENSION TO BE INSTALLEDDURING PHASE 2.2"2#81 GROUND #1B2"2#81 GROUND #4C2"4#81 GROUND #41 GROUND #1C,DCONDUCTORS FOR CIRCUIT D EXTENSION TO BE INSTALLEDDURING PHASE 2.2"2#81 GROUND #1DCONDUCTORS FOR CIRCUIT D EXTENSION TO BE INSTALLEDDURING PHASE 2.2"1 GROUND #8SPARE.2"1 GROUND #4CONDUIT BETWEEN L2O AND L21 DOES NOT CONTAIN A CIRCUITRUN.2"2#81 GROUND #858BREAKER SCHEDULE (S DASH POINT & 16TH AVE)CIRCUITDESCRIPTIONBREAKER RATINGCONTACTORRATINGVOLTAGELOAD (KVA)POLESAMPS---MAINEXEX---------CILLUMINATION2P15 AMP30 AMP120 - 2771.488DILLUMINATION2P15 AMP30 AMP------BUSSWORK SHALL BE RATED AT 200 AMPMINIMUMPEAK1.488CONTINUOUS1.488STUB CONDUIT INTO BASE OF POLEGALV. LEVELING NUTS & WASHERS - GROUTBENEATH COVER & CONCRETE BASEFINISHEDGRADECONDUIT#4 REBAR MINIMUM(TYPICAL)18" DIA.4' - 6" BELOW GRADE(MINIMUM)3/4" x 30" x 3" ANCHOR BOLTS - 4 EACH.PROVIDE BOLTS AND CONDUITOF SUFFICIENT LENGTH.HOLD DOWN NUTS &WASHERS W/ METALCOVERHANDHOLE W/TAMPERPROOF SCREWSLUMINAIRE BASE AND J-BOX CONCRETE PAD ENCASEMENT DETAILLUMINAIRE BASE ANDENCASEMENT DETAIL18" DIAMETER BASE FOUNDATION.ILLUMINATION PLANIL015979
DRAFTED: NHDESIGNED: NH REVIEWED: CGAPPROVED: KCSHT.OFN:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Phase 1\0717_Ill.dwg, 10/4/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)362197659DRAFTED:DESIGNED:REVIEWED:APPROVED:CITY PROJECT #:N:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Phase 1\0717_Ill.dwg, 10/4/2023
SHEETCITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityDRAFTED:DESIGNED:REVIEWED:APPROVED:CITY PROJECT #:N:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Phase 1\0717_Ill.dwg, 10/4/2023
SHEETCITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityILLUMINATION SYSTEM SERVICE DETAILUNIFORM LUMINAIRE WIRING DETAILSTREET LIGHT SERVICE CABINETILLUMINATION PLANIL026079
23+0024+0025+0026+0027+0028+0029+00SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDDRAFTED: NHDESIGNED: NH REVIEWED: CGAPPROVED: KCSHT.OFN:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Phase 1\0717_Ill.dwg, 10/4/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)3621976LUMINAIRE SCHEDULEPOLENUMBERLUMINAIRENUMBERCIRCUITSTATIONOFFSETMAST ARMH1BASE TYPECOMMENTSL1A23+22.374.00' LT26"14'FIXEDL2B23+82.456.00' LT26"14'FIXEDL3N/AEXISTINGEXISTING10'30'N/A UTILITY POLE MOUNTEDL4B25+09.397.00' LT26"14'FIXEDL5B25+90.517.00' LT26"14'FIXEDL6B26+59.397.00' LT26"14'FIXEDL7B27+20.287.00' LT26"14'FIXEDL8B28+09.397.00' LT26"14'FIXEDL9B28+84.397.00' LT26"14'FIXED16TH AVENUE SS 304TH STREET
60ILLUMINATION PLANIL036179
29+0030+0031+0032+0033+0034+0035+00SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD35+0036+0037+0038+0039+0040+0041+00SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDDRAFTED: NHDESIGNED: NH REVIEWED: CGAPPROVED: KCSHT.OFN:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Phase 1\0717_Ill.dwg, 10/4/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)3621976LUMINAIRE SCHEDULEPOLENUMBERLUMINAIRENUMBERCIRCUITSTATIONOFFSETMAST ARMH1BASE TYPECOMMENTSL10N/AEXISTINGEXISTING10'30'N/AUTILITY POLE MOUNTEDL11B29+59.397.00' LT26"14'FIXEDL12B30+34.397.00' LT26"14'FIXEDL13B31+09.397.00' LT26"14'FIXEDL14B31+84.397.00' LT26"14'FIXEDL15N/AEXISTINGEXISTING10'30'N/AUTILITY POLE MOUNTEDL16B33+34.397.00' LT26"14'FIXEDL17B34+09.397.00' LT26"14'FIXEDL18B34+84.397.00' LT26"14'FIXEDL19B35+59.397.00' LT26"14'FIXEDL20B36+34.397.00' LT26"14'FIXEDL21C37+09.397.00' LT26"14'FIXEDL22C37+93.187.00' LT26"14'FIXEDL23C38+61.047.00' LT26"14'FIXEDL24N/AEXISTINGEXISTING16'30'N/AUTILITY POLE MOUNTEDL25C39+36.057.00' LT26"14'FIXEDL26N/AEXISTINGEXISTING16'30'N/AUTILITY POLE MOUNTEDL27C40+09.497.00' LT26"14'FIXEDL28C40+87.577.00' LT26"14'FIXED16TH AVENUE S16TH AVENUE S61ILLUMINATION PLANIL046279
31400.00ATT PH#141+0042+0043+0044+0045+0046+0047+00SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD31400.00ATT PH#147+0048+0049+00SDSDDRAFTED: NHDESIGNED: NH REVIEWED: CGAPPROVED: KCSHT.OFN:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Phase 1\0717_Ill.dwg, 10/4/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)3621976LUMINAIRE SCHEDULEPOLENUMBERLUMINAIRENUMBERCIRCUITSTATIONOFFSETMAST ARMH1BASE TYPECOMMENTSL29C41+62.577.00' LT26"14'FIXEDL30C42+37.587.00' LT26"14'FIXEDL31C43+12.587.00' LT26"14'FIXEDL32C43+87.587.00' LT26"14'FIXEDL33C44+62.587.00' LT26"14'FIXEDL34C45+37.587.00' LT26"14'FIXEDL35C46+14.157.00' LT26"14'FIXEDL36C46+75.637.00' LT26"14'FIXEDL37C47+56.647.00' LT26"14'FIXED16TH AVENUE SS DASH POIN
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62ILLUMINATION PLANIL056379
24+0025+00SDSDSDSDSD SD SD SDSDSDSDSDSDSD 21DRAFTED: NHDESIGNED: NHREVIEWED: MHSHT.OFN:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Signals\0717_Sig.dwg, 10/5/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityPACIFIC HWY S NON-MOTORIZED CORRIDORSIGNAL UPGRADES (S 304TH ST AND S DASH POINT RD AT 16TH AVE S) 3621976APPROVED: KC16TH AVENUE SS 304TH STREET
63SOLAR ENGINE ASSEMBLYWITH ROUND POST MOUNT ~ORIENTATION FACING SOUTHSIGN S1-136" (IN) x 36" (IN)FLUORESCENTYELLOW GREENRECTANGULARRAPID-FLASHING BEACON~ APPROX. 24" (IN) x 4" (IN)x 1 1/2" (IN)USE DETAILS ABOVEMATCHLINE FOR SIDEELEVATION VIEWSPEDESTRIAN PUSHBUTTONAND SIGN ASSEMBLY.FINGER TO POINT TOCROSSWALK.SIGN W16-7PR24" (IN) x 12" (IN)FLUORESCENT YELLOWGREENSOLAR ENGINE ASSEMBLYWITH ROUND POST MOUNT ~ORIENTATION FACING SOUTHCONTROL CABINETENCLOSURESIGN S1-1RECTANGULARRAPID-FLASHINGBEACONMOUNTING BRACKETAND STEEL STRAPSIGN W16-7PR ORW16-7PLSIGN S1-1WINDBEAMRECTANGULARRAPID-FLASHINGBEACONSIGN W16-7PR ORW16-7PLPEDESTRIAN PUSHBUTTONAND SIGN ASSEMBLY.FINGER TO POINT TOCROSSWALK.RECTANGULAR RAPID FLASHING BEACON PLANSTD.No.SRMILEPOSTPOLETYPESR #RRFB016479
47+0048+0049+00SDSD1432DRAFTED: NHDESIGNED: NHREVIEWED: MHSHT.OFN:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Signals\0717_Sig.dwg, 10/5/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityPACIFIC HWY S NON-MOTORIZED CORRIDORSIGNAL UPGRADES (S 304TH ST AND S DASH POINT RD AT 16TH AVE S) 3621976APPROVED: KCS
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***33STD.No.SRMILEPOSTPOLETYPESOILBEARINGPRESSURE(PSF)MOUNTINGHEIGHT (FT)FOUNDATIONDESIGNXYZ (FT )LUMINAIREARM(FT)OFFSETS (FT) (Z) (POLE TO ATTACHMENT POINT)WINDLOAD AREAS (FT ) (X)(Y)CALCULATEDPOLEXYZ (FT )CALCULATED POLE XYZ (FT ) IS THE SUM OF THE TOTAL XYZ (FT ) FORTHE SIGNAL ARM AND THE XYZ (FT ) FOR THE LUMINAIRE ARM (IF PRESENT).ELEVATION IS TOTOP OF FOUNDATIONHORIZONTAL DISTANCEFROM STOP LINE3 SECTION 12"5 SECTION CLUSTER 12"B# VEHICLE DISPLAYS# MAST ARM SIGNSN MAST ARM STREET NAME SIGNX# PRE-EMPT, VIDEO,OR RADAR DETECTORS#SNSPX1X2X3STANDARDTYPESTANDARD PLAN REFERENCESPOLEFOUNDATIONELECTRICALPPBFIXEDBREAKAWAYPPBPSIII, III, SDN/AJ-20.10J-20.15J-21.15J-20.16J-20.10J-20.15J-21.10J-21.10J-26.10,J-26.15CURBSTANDARDJ-20.11N/AJ-20.10J-20.15J-20.20J-21.20N/ASIGNAL STANDARD NOTES:SR #TYPE II, III, AND SD SIGNAL STANDARD10'12'8'6'14'16'19.826.439.652.846.233.033LUMINAIRE MAST ARMX Y Z (ft )X Y Z (ft )MAST ARMLENGTH (L)ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS.IF NO ELEVATION SHOWN, ELEVATION SHALL MATCH TOP OF SIDEWALK OR ROAD SHOULDER AS APPLICABLE.33OFFSETLINELOCATIONSTATIONPOLEORIENTATIONANGLE (P.O.A.) ~SEE NOTE 2POLE ORIENTATION ANDE1 ATTACHMENT POINT DETAILTYPE PSPED. SIGNALSTANDARDTYPE IVEHICLE SIGNALSTANDARDTYPE PPBPUSHBUTTONPOSTPOLE ATTACHMENT POINTΦ ANGLES (DEGREES)POLE MOUNTED EQUIPMENTORIENTATION DETAILΦDΦFΦGKEY ITEMSVEHICLE DISPLAYOR SIGN (SP)PEDESTRIAN DISPLAY(FIELD ORIENT)142563ΦE1(DOUBLE ARM POLES WITH ARMS AT 90^ ARE CONSIDERED TYPE II OR TYPE III.DOUBLE ARM POLES WITH ARMS AT OTHER THAN 90^ ARE CONSIDERED TYPE SD.)VARIABLE/DYNAMIC MESSAGE SIGNS MAY NOT BE INSTALLED ON THESEPOLES. BLANK OUT SIGNS MAY BE INSTALLED ON MAST ARM OR VERTICALPOLE.POLE ORIENTATION ANGLE IS MEASURED BETWEEN THE STATION OFFSETLINE AND THE CENTER OF THE BASEPLATE FRONT. THE POLE HAND HOLEIS ALWAYS AT THE BACK OF THE BASEPLATE (180^ ON THE BASEPLATE).B# POSITIONS HAVE TENONS INSTALLED AT POSITIONS SHOWN IN CHARTUNLESS TYPE N MOUNT REQUIRED.B# POSITIONS REQUIRING TYPE N MOUNTS AND ALL OTHER MAST ARMWIRED DEVICES SHALL HAVE MAST ARM FIELD DRILLED AND PLASTICSPLIT BUSHING INSTALLED FOR CABLE ENTRANCE.S#, SN, AND SP POSITIONS SHALL HAVE SIGNS FIELD INSTALLED. SIGN SIZESSHALL NOT EXCEED THE MAXIMUM VALUES LISTED FOR EACH POSITION.SIGN SN SHALL BE 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TOSIGN EDGE.SIGN SP SHALL BE A MINIMUM OF 2' - 0" FROM THE EDGE OF THE SIGNTO THE FACE OF CURB OR EDGE OF SHOULDER.FACE OF POLE SHALL BE A MINIMUM OF THE REQUIRED DEFLECTIONDISTANCE SHOWN IN DESIGN MANUAL EXHIBIT 1610-3 FROM THEAPPLICABLE BARRIER - OR 2' - 0" FROM FACE OF CURB, EDGE OFSHOULDER, OR BACK OF BARRIER - WHICHEVER IS LONGER.PEDESTRIAN PUSHBUTTONS SHALL BE INSTALLED AT 3' - 6" FROM SURFACEOF SIDEWALK TO CENTER OF CIRCULAR PUSHBUTTON (NOT THE HOUSING)WHERE TYPE E PEDESTRAIN SIGNAL DISPLAY MOUNTS AREREQUIRED, AND AN 8-SIDED POLE IS PROVIDED, TYPE A ORB MOUNTS SHALL BE USED INSTEAD.SEE STANDARD PLAN J-20.01 FOR REQUIRED POLE ID TAGS.12345463426662#135DRAFTED: NHDESIGNED: NHREVIEWED: MHSHT.OFN:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Signals\0717_Sig.dwg, 10/5/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityPACIFIC HWY S NON-MOTORIZED CORRIDORSIGNAL UPGRADES (S 304TH ST AND S DASH POINT RD AT 16TH AVE S) 3621976APPROVED: KC65TRAFFIC SIGNAL MODIFICATION PLANSG026679
STD.No.SRMILEPOSTPOLETYPESOILBEARINGPRESSURE(PSF)MOUNTINGHEIGHT (FT)FOUNDATIONDESIGNXYZ (FT )LUMINAIREARM(FT)OFFSETS (FT) (Z) (POLE TO ATTACHMENT POINT)WINDLOAD AREAS (FT ) (X)(Y)CALCULATEDPOLEXYZ (FT )CALCULATED POLE XYZ (FT ) IS THE SUM OF THE TOTAL XYZ (FT ) FORTHE SIGNAL ARM AND THE XYZ (FT ) FOR THE LUMINAIRE ARM (IF PRESENT).SR #ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS.IF NO ELEVATION SHOWN, ELEVATION SHALL MATCH TOP OF SIDEWALK OR ROAD SHOULDER AS APPLICABLE.33POLE ATTACHMENT POINTΦ ANGLES (DEGREES)***33DRAFTED: NHDESIGNED: NHREVIEWED: MHSHT.OFN:\Projects\2020Projects\SE20-0717_PacificHwy_Non-Motorized_Corridor\CAD\100_Perc\Signals\0717_Sig.dwg, 10/5/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityPACIFIC HWY S NON-MOTORIZED CORRIDORSIGNAL UPGRADES (S 304TH ST AND S DASH POINT RD AT 16TH AVE S) 3621976APPROVED: KC66TRAFFIC SIGNAL MODIFICATION PLANSG046779NAVD 88SG03
PLANTING SCHEDULEPLANTING ABBREVIATIONSPLANTING NOTES℄LEGENDDRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LP.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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PLANTING SCHEDULE, LEGEND, ABBV, & NOTES LS01 A. PARKERA. LUOMAJ. VONGM. OVIIR6879
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C&GC&GC&GC&GSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFC&GC&GC&GC&G>>>>>>>>>>>>>>SDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSD
>>>23+0024+0025+0026+0027+00DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LP.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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PLANTING PLAN LP01 A. PARKERA. LUOMAJ. VONGM. OVIIRGENERAL NOTES1.SEE LS01 FOR PLANTING SCHEDULE, LEGEND, ABBREVIATIONS,AND NOTES.2.CONTRACTOR TO RESTORE EXISTING IRRIGATION ADJACENT TOFEDERAL WAY HIGH SCHOOL ON THIS SHEET TO MATCHPRE-CONSTRUCTION CONDITIONS, SEE NOTE 7 ON LS01.PHASE 2 -NOT IN THISCONTRACT6979
C&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GSDSDSDSDSDSDSDSDSDSD>>>>>>>>>>SDSDSDSDSDSDSD>>>>>>>>28+0029+0030+0031+0032+00DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LP.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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PLANTING PLAN LP02 A. PARKERA. LUOMAJ. VONGM. OVIIRGENERAL NOTE1.SEE LS01 FOR PLANTING SCHEDULE, LEGEND, ABBREVIATIONS,AND NOTES.7079
C&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GSFSFSFSFSFSFSFSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD>>>>>>>>>>>>>>>>>>>>32+0033+0034+0035+0036+00DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LP.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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PLANTING PLAN LP03 A. PARKERA. LUOMAJ. VONGM. OVIIRGENERAL NOTE1.SEE LS01 FOR PLANTING SCHEDULE, LEGEND, ABBREVIATIONS,AND NOTES.7179
C&GC&GC&GC&GC&GC&GC&GC&GC&GC&GSFSFSFSFC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GSDSDSDSDSDSD>>>>>>>>>SDSDSDSDSDSDSDSDSD37+0038+0039+0040+0041+00DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LP.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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PLANTING PLAN LP04 A. PARKERA. LUOMAJ. VONGM. OVIIRGENERAL NOTE1.SEE LS01 FOR PLANTING SCHEDULE, LEGEND, ABBREVIATIONS,AND NOTES.7279
C&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GSDSDSDSDSDSDSDSDSDSDSDSD>>>>>>>>>>>>>>>>>>>>>>>>>>>SDSDSDSDSDSDSDSDSDSDSD42+0043+0044+0045+00DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LP.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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PLANTING PLAN LP05 A. PARKERA. LUOMAJ. VONGM. OVIIRGENERAL NOTE1.SEE LS01 FOR PLANTING SCHEDULE, LEGEND, ABBREVIATIONS,AND NOTES.7379
31400.00ATT PH#1C&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&G>>>>SDSDSDSDSDSDSD46+0047+0048+0049+0050+00DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LP.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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PLANTING PLAN LP06 A. PARKERA. LUOMAJ. VONGM. OVIIRGENERAL NOTE1.SEE LS01 FOR PLANTING SCHEDULE, LEGEND, ABBREVIATIONS,AND NOTES.PHASE 2 - NOT INTHIS CONTRACT7479
C&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&G
C&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&G>>>>>>>>>>>SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDC&GC&GC&GC&GC&GC&GC&GC&GC&GC&GC&G>>>>SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDDRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-LP - Enlargements.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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PLANTING ENLARGEMENTS LP07 A. PARKERA. LUOMAJ. VONGM. OVIIRNOT TO SCALE1PLANTING ENLARGEMENTNOT TO SCALE2URBAN DESIGN ENLARGEMENTLEGEND1"=5'-0"1"=5'-0"7579
DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LD.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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PLANTING DETAILS LD01 A. PARKERA. LUOMAJ. VONGM. OVIIRNOT TO SCALE1SOIL PREPARATION IN SHRUB & GROUNDCOVER AREASNOT TO SCALE2SOIL PREPARATION IN SEED AREAS7679
DRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LD.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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PLANTING DETAILS LD02 A. PARKERA. LUOMAJ. VONGM. OVIIRNOT TO SCALE1STREET TREE PLANTING IN PLANTER STRIPNOT TO SCALE2SMALL TREE, SHRUB & GROUNDCOVER PLANTING7779
33.0000Ø120.0000OPENINGDRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LD.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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URBAN DESIGN DETAILS LD03 A. PARKERA. LUOMAJ. VONGM. OVIIRNOT TO SCALE1BENCHNOT TO SCALE2WASTE RECEPTACLENOT TO SCALE3ANCHOR BOLTNOT TO SCALE4DOG WASTE STATION7879
POVERTYBAY TRAILDRAFTED:DESIGNED:REVIEWED:APPROVED:SHT.OFP:\2019 Projects\2019-36 Federal Way Non-Motorized Corridor\Graphics\AutoCAD\PHNM-PH1-LD.dwg, 5/31/2023
SHT.CITY PROJECT #:DRAWING VERSION / REVISION LOG33325 8TH AVE S FEDERAL WAY, WA 98003PHONE:(253) 835-2700WWW.CITYOFFEDERALWAY.COMOFREVISIONDATENO.Centered on OpportunityRCall 811two business daysbefore you dig1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.comPACIFIC HWY S NON-MOTORIZED CORRIDORPHASE 1 - 16TH AVE S (S 304TH ST TO S DASH POINT RD)36219 73ST
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URBAN DESIGN DETAILS LD04 A. PARKERA. LUOMAJ. VONGM. OVIIRNOT TO SCALE2TRAIL ENTRY SIGNNOT TO SCALE1TRAIL RULES SIGN7979