21-100989-PLANSET-03-16-2021-V1DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Cover Sheet.dwg, 3/10/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
K
I
N
G
C
O
U
N
T
Y
P
I
E
R
C
E
C
O
U
N
T
Y
SW 340TH ST
SW 320TH ST
1ST AVE SSW D
A
S
H
P
T
R
D
HOYT RD SWSW 312TH ST
S 288TH ST
MIL
ITARY
S 360TH ST
18
SW 356TH ST21ST AVE SW28TH AVE SPACIFIC HWYPUGET SOUND
S 348TH ST
I-518TH AVE SS 304TH ST
EXIT
#14320TH PL SWS 308TH ST
PROJECT
LOCATION
SW DASH
P
T
R
D
16TH AVE SREDONDOCity of Federal Way
Public Works Department
LAKOTA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL PROJECT
SW DASH POINT RD (21ST AVE SW TO SW 312THST)
RFB# 21-003
FEDERAL FUNDING #: SRTS-9917(033)
TIB FUNDING #: P-P-113 (P02)-1
NEW
S
APPROVED FOR CONSTRUCTION
DESIREE S. WINKLER P.E.
DEPUTY PUBLIC WORKS DIRECTOR
DATE
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
COVER SHEET & INDEX
204
01
46
85 % DESIGN
DRAWING INDEX
SHT #DESCRIPTION LOCATION
01 COVER SHEET & INDEX -
02 LEGEND & ABBREVIATIONS -
03 SURVEY PLAN SW DASH POINT ROAD
04 ROADWAY SECTION SW DASH POINT ROAD
05 ESC & SITE PREPARATION PLAN STA 4+35 TO STA 13+00
06 ESC & SITE PREPARATION PLAN STA 13+00 TO STA 17+00
07 ESC & SITE PREPARATION PLAN STA 17+00 TO STA 22+00
08 ESC & SITE PREPARATION PLAN LAKOTA PARK PARKING LOT
09 ROAD WAY PLAN AND PROFILE STA 4+35 TO STA 09+00
10 ROAD WAY PLAN AND PROFILE STA 09+00 TO STA 13+00
11 ROADWAY PLAN AND PROFILE STA 13+00 TO STA 15+50
12 PAVEMENT PLAN LAKOTA PARK PARKING LOT
13 RAMP 1, 2 21ST AVE SW 4+50 LT & 21ST AVE SW 4+69 LT
14 RAMP 3, 4 SW DASH POINT RD 5+08 LT & SW DASH POINT RD 5+58 LT
15 RAMP 5, 6 21ST AVE SW 5+54 RT & SW DASH POINT RD 5+11 RT
16 RAMP 7, 8 SW DASH POINT RD 5+44 RT & SW DASH POINT RD 5+71 RT
17 RAMP 9 SW DASH POINT RD 15+33 RT
18 DRAINAGE PLAN & PROFILE STA 4+85 TO STA 9+00
19 DRAINAGE PLAN & PROFILE STA 9+00 TO STA 13+00
20 DRAINAGE PLAN & PROFILE STA 13+00 TO STA 15+30
21 PARKING LOT DRAINAGE PLAN & PROFILE --
22 LANDSCAPE PLAN STA 4+35 TO STA 9+00
23 LANDSCAPE PLAN STA 9+00 TO STA 13+00
24 LANDSCAPE PLAN STA 13+00 TO STA 15+30
25 LANDSCAPE DETAILS SW DASH POINT RD
26 ILLUMINATION PLAN STA 4+35 TO STA 9+00
27 ILLUMINATION PLAN STA 9+00 TO STA 13+00
28 ILLUMINATION PLAN STA 13+00 TO STA 15+30
29 SIGNAL PLAN 1 --
30 SIGNAL NOTES --
31 WIRING DAIGRAM --
32 FLASHING BEACON-2 --
33 SIGNAL PLAN 2 --
34 FLASHING BEACON-3 --
35 SIGNAL DETAILS --
36 SIGNING & PAVEMENT MARKINGS PLAN STA 4+35 TO STA 09+00
37 SIGNING & PAVEMENT MARKING PLAN STA 09+00 TO STA 13+00
38 SIGNING & PAVEMENT MARKING PLAN STA 13+00 TO STA 17+00
39 SIGNING & PAVEMENT MARKING PLAN STA 17+00 TO STA 22+00
40 TRAFFIC CONTROL PLAN STA 4+35 TO STA 13+00
41 TRAFFIC CONTROL PLAN STA 13+00 TO STA 15+30
46 CROSS SECTIONS SW DASH POINT RD
85% DRAFT PLANS
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Cover Sheet.dwg, 3/10/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
LEGEND & ABBREVIATIONS
-
204
02
46
85 % DESIGN
•••••••••••••••••
••••••••••••
EXISTING (PER KPG)PROPOSED
MONUMENT
STORMDRAIN MANHOLE
CATCH BASIN
AREA DRAIN
STORMDRAIN CLEAN-OUT
CULVERT
SEWER MANHOLE
SIGN
MAILBOX
BOLLARD
BORE / POTHOLE LOCATION
SHRUB
DECIDUOUS TREE, DIA (# OF TRUNKS)
CONIFEROUS TREE, DIA (# OF TRUNKS)
BOULDER
STREET LIGHT (LUMINAIRE)
TRAFFIC SIGNAL, POLE & MAST ARM
PEDESTRIAN PUSHBUTTON POLE
TRAFFIC / ILLUM J-BOX
TRAFFIC CONTROL CABINET
BACKUP POWER SUPPLY
ELECTRICAL SERVICE CABINET
CITY FIBER OPTIC VAULT / J-BOX
FESTIVAL OUTLET
POWER POLE
POWER POLE GUY ANCHOR
POWER POLE W/ LUMINAIRE
POWER VAULT LID / J-BOX
POWER TRANSFORMER
POWER METER
TELECOMM VAULT / J-BOX
UTILITY PEDESTAL
GAS VALVE
GAS METER
WATER VALVE
WATER METER
WATER VAULT LID
FIRE HYDRANT
BLOW-OFF
CONTOUR
DITCH FLOWLINE
EDGE OF PAVEMENT
CONCRETE CURB & GUTTER
SAWCUT
LIMITS OF GRADING
STORMDRAIN
UNDERDRAIN
SANITARY SEWER
WATER
IRRIGATION
GAS
UNDERGROUND POWER
TELECOMMUNICATION
OVERHEAD UTILITY LINE
CITY FIBER
CUT LINE
FILL LINE
FENCE - CHAINLINK
FENCE - WOOD
CONCRETE
ASPHALT
GRAVEL
ROCKERY WALL
BLOCK RETAINING WALL
GRASS
BARK / MULCH
PERMEABLE CONCRETE PAVERS
DETECTABLE WARNING SURFACE
UE
TEL
FO
OE
UD
XXX
LEGEND ABBREVIATIONS
ABND ABANDONED
AC ASPHALT
AC ASBESTOS CEMENT WATER PIPE
ACP ASPHALT CONCRETE PAVEMENT
ADA AMERICANS WITH DISABILITIES ACT
AP ANGLE POINT
AVE AVENUE
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICE
BOW BACK OF WALK
CB CATCH BASIN
CDF CONTROLLED DENSITY FILL
CI CAST IRON
CL CENTERLINE
CL CLASS
CO CLEANOUT
CONC CONCRETE
CONT CONTAINER
DCVA DOUBLE CHECK VALVE ASSEMBLY
DI DUCTILE IRON
DIA #DIAMETER
CFW CITY OF FEDERAL WAY
CSBC CRUSHED SURFACING BASE COURSE
E EASTING/EAST
EL ELEVATION
ELEV ELEVATION
EOP EDGE OF PAVEMENT
EX EXISTING
EXIST EXISTING
FDC FIRE DEPARTMENT CONNECTION
FL FLANGE
FL FLOWLINE
HORIZ HORIZONTAL
HMA HOT MIX ASPHALT
ICV IRRIGATION CONTROL VALVE
ID INSIDE DIAMETER
IE INVERT ELEVATION
L LENGTH OF CURVE
LT LEFT
LF LINEAR FEET
LP LOW POINT
MAX MAXIMUM
MIN MINIMUM
MH MANHOLE
MIC MONUMENT IN CASE
MJ MECHANICAL JOINT
MW MONITORING WELL
N NORTHING/NORTH
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD UTILITIES
PC POINT OF CURVATURE
PCC POINT OF CURVE ON CURVE
PE POLYETHYLENE
PG PERFORMANCE GRADE
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
POB POINT OF BEGINNING
POC POINT OF CONNECTION
POE POINT OF ENDING
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
R RADIUS
RJ RESTRAINED JOINT
RT RIGHT
S SLOPE/SOUTH
SD STORM DRAIN
SDP STORM DRAIN PIPE
SEW SEWER
SHT SHEET
SSMH SANITARY SEWER MANHOLE
ST STREET
STA STATION
STD STANDARD
T TANGENT LENGTH
T1 TYPE 1 CATCH BASIN
T2 TYPE 2 CATCH BASIN
TOC TOP OF CURB
TOG TOP OF GRATE
TYP TYPICAL
VC VERTICAL CURVE
VERT VERTICAL
VLT VAUILT
W WEST / WITH
WAT WATER
WSDOT WASHINGTON STATE
DEPARTMENT OF
TRANSPORTATION
SD
XX"
XX"
TRAFFIC SIGNAL POLE & MAST
ARM W/ LUMINAIRE ARM
TRAFFIC SIGNAL
VEHICLE DETECTION
F
C
W
P
T
PED
FO
BPS
MB
GP
F
C
556+
0
0
5
3
6+00
5
4
0
+
0
0
545+
0
0
550+
0
0
555+
0
0
L1
L2L3C
1
L5
C2
C3
L7
C4
C5
L8C610+00
15+00 20+00
382+
3
3
385+
0
0
176+00 SW 312TH ST
NUMBER
C1
L1
L2
L3
LENGTH
259.91
314.30
1046.82
379.00
RADIUS
400.000
LINE / CHORD DIRECTION
S69 52 31.20E
S88° 29' 25.20"E
S88° 57' 00.24"E
S51° 44' 48.00"E
START NORTHING & EASTING
N: 121424.2627
E: 1262315.8292
N: 121336.4005
E: 1262555.6041
N: 121328.1200
E: 1262869.7970
N: 121658.9166
E: 1262018.2077
END NORTHING & EASTING
N: 121336.4005
E: 1262555.6041
N:121328.1200
E:1262869.7970
N:121308.9384
E:1263916.4373
N:121424.2627
E:1262315.8292
21ST AVE SW
NUMBER
C6
L8
LENGTH
268.07
153.79
RADIUS
478.340
LINE / CHORD DIRECTION
N20 12 47.32E
N1° 12' 54.27"E
START NORTHING & EASTING
N: 120487.6658
E: 1261531.9877
N: 120333.9136
E: 1261528.7265
END NORTHING & EASTING
N: 120735.9494
E: 1261623.4029
N:120487.6658
E:1261531.9877
SW DASH POINT RD (EAST)
NUMBER
C2
C3
L5
LENGTH
568.37
285.43
509.28
RADIUS
954.355
478.340
LINE / CHORD DIRECTION
N53 24 23.05E
N53 21 45.26E
N70° 27' 25.54"E
START NORTHING & EASTING
N: 121074.1254
E: 1262329.0004
N: 120735.9494
E: 1261623.4029
N: 120903.7642
E: 1261849.0577
END NORTHING & EASTING
N: 121407.9639
E: 1262778.6192
N: 120903.7642
E: 1261849.0577
N:121074.1254
E:1262329.0004
SW DASH POINT RD (WEST)
NUMBER
C4
C5
L7
LENGTH
382.89
171.23
212.65
RADIUS
260.440
190.990
LINE / CHORD DIRECTION
N84 01 56.50E
N67 35 53.61E
N41° 54' 53.61"E
START NORTHING & EASTING
N: 120699.6307
E: 1261275.9664
N: 120478.2993
E: 1260980.8549
N: 120541.3898
E: 1261133.9106
END NORTHING & EASTING
N: 120735.9494
E: 1261623.4029
N: 120541.3898
E: 1261133.9106
N:120699.6307
E:1261275.9664
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
SURVEY PLAN
SW DASH POINT ROAD
204
03
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Survey Plan.dwg, 3/11/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERN EPRFO
E NNALIO
E
S IGS
39889JOHN R O B E RT M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
HORIZONTAL AND VERTICAL DATUM
HORIZONTAL DATUM:NAD 83/11
VERTICAL DATUM NAVD 88
HORIZONTAL AND VERTICAL DATUMS ESTABLISHED BY RTK GPS
OBSERVATION UTILIZING WSRN (WASHINGTON STATE REFERENCE
NETWORK) WITH CHECKS TO WSDOT CONTROL POINTS
GP17005-238 AND GP17005-133
NOTES
1.THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR CIVIL
ENGINEERING DESIGN. THIS IS NOT A BOUNDARY SURVEY.
SOURCES OF BOUNDARY INFORMATION AS SHOWN INCLUDE
FIELD-TIED MONUMENTATION, PLATS, COUNTY RECORDS OF
SURVEY, AND AUDITOR INDEXING INFORMATION.
2.THE LOCATIONS OF EXISTING UNDERGROUND UTILITY
SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY
LOCATE PAINT MARKS OR AS-BUILT PLANS AND ARE SHOWN IN
AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE
ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR
SERVICES SHOULD BE CONTACTED PRIOR TO ANY
CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL
1-800-424-5555.
3.FIELD SURVEY: KPG, FEBRUARY, 2020. LICENSEE MICHAEL R.
BOWEN, P.L.S. NO. 29294/RONALD D. REICHEL, P.L.S. NO. 38015.
4.CONTOUR INTERVAL = 1 FOOT, ±0.5 FOOT PER NATIONAL
MAPPING STANDARDS. CONTOURS DERIVED FROM DIRECT
FIELD OBSERVATIONS.
5.STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM
CENTER OF LID TO CENTER OF LID.
6.DUCTS ARE NOTED AS INDICATED IN THE FIELD BY UTILITY
LOCATORS. MULTIPLE LINES AND/OR UTILITIES MAY SHARE
DUCT RUNS; THIS MAY NOT BE SHOWN IN THE DRAWING.
N
EW
S
0130 130 260
GRAPHIC SCALE
65
STA 390+00.00 SW DASH POINT ROAD WEST LEG =
STA 04+94.78 SW DASH POINT RD EAST LEG =
STA 180+00 21ST AVE SW
SW DASH POINT RD
SW D
A
S
H
P
OI
N
T
R
D
21ST AVE SW22ND AVE SW2
1ST
AVE
SW
SW
D
A
S
H
P
OI
N
T
R
D
SW
3
1
2
T
H
S
TSW 314TH
ST14TH AVE SW14TH AVE SWSTA 17+58.6 SW DASH POINT ROAD =
STA 544+00 SW 312 ST
SURVEY CONTROL POINT LIST
CP#
1
DESCRIPTION
PK-21
PK-22
PK-100
PK-101
NORTHING
120776.53
120885.46
121020.69
121286.04
EASTING
1261722.36
1261907.56
1262283.28
1262723.26
ELEVATION
259.92
259.08
258.17
268.98
2
3
4
MIC-201
MIC-203
MIC-204
MIC-205
121074.64
121328.69
121399.80
121552.72
1262330.45
1262869.93
1262772.61
1262885.17
MONUMENT IN CASE LIST
-
-
-
-
-
-
-
-
VARIES
3' TO 17'
VARIES
+/-2%
ROW
VARIES
EXIST SLOPE
52'
6'
1.5%
8'
SIDEWALK
1'
3:1
5EXIST
PAVEMENT
2'
ALIGNMENT
SW DASH POINT ROAD ROW
EXISTING GROUND
PROFILE LOCATION FINISHED GRADE
PROFILE LOCATION
1.5%
1
2
5
4
6
3
2
PLANTER
8
7
8
9
10
MATERIAL CODE
8" HMA CL. 1/2" PG 58H-22
MATERIALS DESCRIPTION
1
2
2" CRUSHED SURFACING TOP COURSE
3
CEMENT CONC. CURB AND GUTTER
4
COMPACTED SUBGRADE
5
4" CEMENT CONC. SIDEWALK6
7 GRAVEL BORROW (WHEN NEEDED)
8
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Details.dwg, 3/10/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ROADWAY SECTION
SW DASH POINT ROAD
204
04
46
85 % DESIGN
6" CRUSHED SURFACING BASE COURSE
SEE LANDSCAPE PLANS FOR PLANTER AREA
#
9
10 SEE LANDSCAPE PLANS FOR BACK OF WALK
NOT COMPLETE
8" CRUSHED SURFACING BASE COURSE
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••DUMPSTER
4+955+00
6+00
7+00
8+00 9+00
38
9
+
0
0
179+00L=56.71,R=26.00D=124.979+00 10+00 11+00 12+00 13+00
N
E
W
S
020 20 40
GRAPHIC SCALE
10
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ESC & Site Preparation Design.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ESC & SITE PREPARATION PLAN
STA 4+35 TO STA 13+00
204
05
46
85 % DESIGNMATCHLINE SEE ABOVEMATCHLINE SEE BELOWMATCHLINE SEE SHEET 06S
W
D
A
S
H
P
O
I
N
T
R
D
21ST AVE
S
W
SW DASH
P
O
I
N
T
R
D
SW DASH POINT RD
1)CONTRACTOR SHALL PRESERVE AND PROTECT ALL
ABOVE AND BELOW GRADE IMPROVEMENTS THAT
ARE TO REMAIN IN PLACE. CONTRACTOR IS
RESPONSIBLE FOR DAMAGES.
2)REMOVAL OF SIDEWALK PANELS SHALL BE
BETWEEN EXPANSION JOINTS WITH NO
SAWCUTTING.
3)SAVE AND PROTECT ALL EXISTING VEGETATION
AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF
CLEARING AND GRUBBING LIMITS.
4)SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR
THE CONSTRUCTION OR REMOVAL OF
UNDERGROUND UTILITIES.
5)CONTRACTOR SHALL REMOVE SIGNS AS NOTED
AND STORE DURING CONSTRUCTION FOR
REINSTALLATION ON NEW POST(S) IF SO NOTED ON
SIGNING AND PAVEMENT MARKING PLANS.
GENERAL NOTES
CONSTRUCTION NOTES
1 REMOVE DRAINAGE STRUCTURE
2 REMOVE CEMENT CONC CURB AND GUTTER
3 REMOVE PLASTIC LINE
4 REMOVE PLASTIC CROSSWALK LINE
5 UTILITY TO BE REMOVED AND RELOCATED BY
OTHERS
6 REMOVE SIGN
SITE PREP & TESC LEGEND
4
5
2
2
2
2
2
2
2
2
5
REMOVE TREE
PROTECT TREE
INLET PROTECTION INSERT
EXTRUDED CURB REMOVAL
GUARDRAIL REMOVAL
UTILITY TO BE ABANDONED INPLACE
UTILITY TO BE REMOVED
CONSTRUCTION LIMITS
CLEARING AND GRUBBING LIMITS
SAWCUT LINE
HIGH VISIBILITY FENCE
ASPHALT CONC PAVEMENT REMOVAL
CEMENT CONC REMOVAL6
1
1
1 1
4
4
3 Sta 8+27
3 3
3 Sta 12+49
WHEEL STOPS REMOVAL
SEE SHEET 08 PARKING LOT SITE PREP
Sta 179+50, 17.26'
Sta 179+70, 17.78'
Sta 179+44, 24.61'
Sta 179+77, 76.22'
Sta 5+02, 71.36'
Sta 5+10, 46.41'
Sta 5+49, 21.98'
Sta 5+72, 21.96'
Sta 4+97, 28.33'
Sta 5+18, 70.07'
Sta 5+45, 66.27'
Sta 5+69, 24.93'
Sta 7+00, 26.68'
Sta 8+00, 28.32'
Sta 12+00, 21.74'
Sta 12+22, 19.76'
13+00
14+00
15+00
16+00
17+00
54
2
+
0
0
543
+
0
0
544
+
0
0
L =2 7.31,R=35.0
0
D=44.71
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ESC & Site Preparation Design.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ESC & SITE PREPARATION PLAN
STA 13+00 TO STA 17+00
204
06
46
85 % DESIGNMATCHLINE SHEET 05N
E
W
S
020 20 40
GRAPHIC SCALE
10
SW DAS
H
P
O
I
N
T
R
D
21
S
T
P
L
S
W
1)CONTRACTOR SHALL PRESERVE AND PROTECT ALL
ABOVE AND BELOW GRADE IMPROVEMENTS THAT
ARE TO REMAIN IN PLACE. CONTRACTOR IS
RESPONSIBLE FOR DAMAGES.
2)REMOVAL OF SIDEWALK PANELS SHALL BE
BETWEEN EXPANSION JOINTS WITH NO
SAWCUTTING.
3)SAVE AND PROTECT ALL EXISTING VEGETATION
AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF
CLEARING AND GRUBBING LIMITS.
4)SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR
THE CONSTRUCTION OR REMOVAL OF
UNDERGROUND UTILITIES.
5)CONTRACTOR SHALL REMOVE SIGNS AS NOTED
AND STORE DURING CONSTRUCTION FOR
REINSTALLATION ON NEW POST(S) IF SO NOTED ON
SIGNING AND PAVEMENT MARKING PLANS.
GENERAL NOTES
CONSTRUCTION NOTES
SITE PREP & TESC LEGEND
5
2
7 Sta 14+80
REMOVE TREE
PROTECT TREE
INLET PROTECTION INSERT
EXTRUDED CURB REMOVAL
GUARDRAIL REMOVAL
UTILITY TO BE ABANDONED INPLACE
UTILITY TO BE REMOVED
CONSTRUCTION LIMITS
CLEARING AND GRUBBING LIMITS
SAWCUT LINE
HIGH VISIBILITY FENCE
ASPHALT CONC PAVEMENT REMOVAL
CEMENT CONC REMOVALMATCHLINE SHEET 072 REMOVE CEMENT CONC CURB AND GUTTER
3 REMOVE PLASTIC LINE
5 UTILITY TO BE REMOVED AND RELOCATED BY
OTHERS
7 REMOVE TRAFFIC CURB
2
3Sta 16+87
3Sta 16+99
3 Sta 14+85
3Sta 15+89
3
Sta 16+94
3 Sta 15+66
7Sta 16+88
Sta 13+95, 19.19'
Sta 14+02, 21.62'
Sta 15+20, 24.67'
Sta 15+40, 32.42'
Sta 15+45, 38.00'
17+00
18+00
19+00 20+00 21+00 22+00543+00544+00545+00NEWS020 20 40
GRAPHIC SCALE
10
1)CONTRACTOR SHALL PRESERVE AND PROTECT ALL
ABOVE AND BELOW GRADE IMPROVEMENTS THAT
ARE TO REMAIN IN PLACE. CONTRACTOR IS
RESPONSIBLE FOR DAMAGES.
2)REMOVAL OF SIDEWALK PANELS SHALL BE
BETWEEN EXPANSION JOINTS WITH NO
SAWCUTTING.
3)SAVE AND PROTECT ALL EXISTING VEGETATION
AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF
CLEARING AND GRUBBING LIMITS.
4)SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR
THE CONSTRUCTION OR REMOVAL OF
UNDERGROUND UTILITIES.
5)CONTRACTOR SHALL REMOVE SIGNS AS NOTED
AND STORE DURING CONSTRUCTION FOR
REINSTALLATION ON NEW POST(S) IF SO NOTED ON
SIGNING AND PAVEMENT MARKING PLANS.
GENERAL NOTES
CONSTRUCTION NOTES
SITE PREP & TESC LEGEND
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ESC & Site Preparation Design.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ESC & SITE PREPARATION PLAN
STA 17+00 TO STA 22+00
204
07
46
85 % DESIGNMATCHLINE SHEET 06REMOVE TREE
PROTECT TREE
INLET PROTECTION INSERT
EXTRUDED CURB REMOVAL
GUARDRAIL REMOVAL
UTILITY TO BE ABANDONED INPLACE
UTILITY TO BE REMOVED
CONSTRUCTION LIMITS
CLEARING AND GRUBBING LIMITS
SAWCUT LINE
HIGH VISIBILITY FENCE
ASPHALT CONC.REMOVAL
CEMENT CONC. REMOVAL
NOT COMPLETE
1 REMOVE DRAINAGE STRUCTURE
2 REMOVE CEMENT CONC CURB AND GUTTER
3 REMOVE PLASTIC LINE
4 REMOVE PLASTIC CROSSWALK LINE
5 UTILITY TO BE REMOVED AND RELOCATED BY
OTHERS
6 REMOVE SIGN
••••••••••••••••••••••••L=56.71,R=26.00D=124.97DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ESC & Site Preparation Design.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ESC & SITE PREPARATION PLAN
LAKOTA PARK PARKING LOT
204
08
46
85 % DESIGN
N
E
W
S
015 15 30
GRAPHIC SCALE
7.5
GENERAL NOTES
CONSTRUCTION NOTES
SITE PREP & TESC LEGEND
REMOVE TREE
PROTECT TREE
INLET PROTECTION INSERT
EXTRUDED CURB REMOVAL
GUARDRAIL TO BE REMOVED
UTILITY TO BE ABANDONED INPLACE
UTILITY TO BE REMOVED
CONSTRUCTION LIMITS
CLEARING AND GRUBBING LIMITS
SAWCUT LINE
HIGH VISIBILITY FENCE
ASPHALT CONC PAVEMENT REMOVAL
CEMENT CONC REMOVAL
GRAVEL REMOVAL
1)CONTRACTOR SHALL PRESERVE AND PROTECT ALL
ABOVE AND BELOW GRADE IMPROVEMENTS THAT
ARE TO REMAIN IN PLACE. CONTRACTOR IS
RESPONSIBLE FOR DAMAGES.
2)REMOVAL OF SIDEWALK PANELS SHALL BE
BETWEEN EXPANSION JOINTS WITH NO
SAWCUTTING.
3)SAVE AND PROTECT ALL EXISTING VEGETATION
AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF
CLEARING AND GRUBBING LIMITS.
4)SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR
THE CONSTRUCTION OR REMOVAL OF
UNDERGROUND UTILITIES.
5)CONTRACTOR SHALL REMOVE SIGNS AS NOTED
AND STORE DURING CONSTRUCTION FOR
REINSTALLATION ON NEW POST(S) IF SO NOTED ON
SIGNING AND PAVEMENT MARKING PLANS.
1 REMOVE DRAINAGE STRUCTURE
5 UTILITY TO BE REMOVED AND RELOCATED BY
OTHERS
Bollard Removal
PLANING BITUMINOUS PAVEMENT
GP
WHEEL STOP REMOVAL
4+955+00
6+00
7+00
8+00 9+00
38
9
+
0
0
179+00L=32.59,R=19.00
D=98.27255
260
265
255
260
265
4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00TOCTOCTOCTOCTOC 260.15TOC 259.91TOC 259.84TOC 259.75TOC 259.76TOC 259.71TOC 259.69CLCLCL 261.4CL 261.2CL 261.0CL 260.9CL 260.7CL 260.6CL 260.6CL 260.3CL 260.1TOC @ CURB RAMP
STA: 5+72.57
EL: 260.34
TOC @ POC
STA: 7+76.51
EL: 259.75
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Roadway Plan & Profile.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ROAD WAY PLAN AND PROFILE
STA 4+35 TO STA 09+00
204
09
46
85 % DESIGN
020 20 40
GRAPHIC SCALE
10
N
E
W
SMATCHLINE SEE SHEET 10EG AT ROADWAY CENTERLINE
EG AT SAWCUT LINE
FG AT TOP OF CURB
1
1 1
2
1
3
43
3
3
3
3
4
1
CONSTRUCTION NOTES
MATCH EXISTING
2
3 CEMENT CONCRETE PARALLEL CURB RAMP
PER WSDOT STD. PLAN F-40.12-03e. SEE
CURB RAMP SHEETS 13-15.
CEMENT CONCRETE SINGLE DIRECTION
CURB RAMP PER WSDOT STD. PLAN
F-40.16-03e. SEE SHEETS 16 AND 17.
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY
MARKING ALL UTILITY APPURTENANCES PRIOR TO
PAVING OVER THEM. ALL CASTINGS SHALL BE
ADJUSTED TO FINISHED ROADWAY GRADE.
1
1
1
1
1
1
1
21ST
AVE
S
W
SW
D
A
S
H
P
O
I
N
T
R
D
SW DASH PO
I
N
T
R
D
LEGEND
CEMENT CONC. CURB AND GUTTER
PER CFW STD. DETAIL 3-04
HMA CL. 1/2 IN PG. 58H-22
CEMENT CONC. SIDEWALK PER
CFW STD. DETAIL 3-12
4
CEMENT CONC. PEDESTRIAN CURB
2
2
25.5' x 7.5' HMA
APRON TRANSITION
TO CURB RAMP
Curb Ramp 1
Curb Ramp 2
Curb Ramp 3 Curb Ramp 4
Curb Ramp 5
Curb Ramp 6
Curb Ramp 7
Curb Ramp 8
Sta 5+45, 55.97'
Sta 5+70, 34.89'
Sta 5+67, 34.94'
Sta 6+00, 35.00'
9+00 10+00 11+00 12+00 13+00
255
260
265
255
260
265
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00TOC 259.69TOC 259.54TOC 259.27TOC 258.92TOC 258.63TOC 258.50TOC 258.58TOC 258.86TOC 258.91CL 260.1CL 259.7CL 259.4CL 259.2CL 259.0CL 258.9CL 259.1CL 259.3CL 259.4DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Roadway Plan & Profile.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ROAD WAY PLAN AND PROFILE
STA 09+00 TO STA 13+00
204
10
46
85 % DESIGN
020 20 40
GRAPHIC SCALE
10
N
E
W
SMATCHLINE SEE SHEET 11MATCHLINE SEE SHEET 09EG AT ROADWAY CENTERLINE
EG AT SAWCUT LINE
FG AT TOP OF CURB
1
1
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY
MARKING ALL UTILITY APPURTENANCES PRIOR TO
PAVING OVER THEM. ALL CASTINGS SHALL BE
ADJUSTED TO FINISHED ROADWAY GRADE.
SW DASH POINT RD
1
1
CONSTRUCTION NOTES
MATCH EXISTING
LEGEND
CEMENT CONC. CURB AND GUTTER
PER CFW STD. DETAIL 3-04
HMA CL. 1/2 IN PG. 58H-22
CEMENT CONC. SIDEWALK PER
CFW STD. DETAIL 3-12
13+00
14+00
15+00
16+00
17+00
18+0
0
543
+
0
0
544
+
0
0
255
260
265
13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50TOC 258.91TOC 259.02TOC 260.03TOC 261.05TOC 262.32TOCTOCTOCTOCTOCCL 259.4CL 259.5CL 259.6CL 260.4CL 261.8CL 263.5CL 265.1CL 266.5CLCLDRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Roadway Plan & Profile.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERN EPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ROADWAY PLAN AND PROFILE
STA 13+00 TO STA 15+50
204
11
46
85 % DESIGN
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY
MARKING ALL UTILITY APPURTENANCES PRIOR TO
PAVING OVER THEM. ALL CASTINGS SHALL BE
ADJUSTED TO FINISHED ROADWAY GRADE.
020 20 40
GRAPHIC SCALE
10
MATCHLINE SEE SHEET 10N
E
W
S
EG AT ROADWAY CENTERLINE
EG AT SAWCUT LINE
FG AT TOP OF CURB
1
1 1
4
SLOPE 5%
MAX
SW DASH POINT R
D
1
CONSTRUCTION NOTES
MATCH EXISTING
2
CEMENT CONCRETE SINGLE DIRECTION
CURB RAMP PER WSDOT STD. PLAN
F-40.16-03e. SEE SHEETS 16 AND 17.
LEGEND
CEMENT CONC. CURB AND GUTTER
PER CFW STD. DETAIL 3-04
HMA CL. 1/2 IN PG. 58H-22
CEMENT CONC. SIDEWALK PER
CFW STD. DETAIL 3-12
4
CEMENT CONC. PEDESTRIAN CURB
Curb Ramp 9
2
Sta 15+29, 35.00'
Sta 15+35, 36.66'
Sta 15+40, 41.05'
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••DUMPSTER
PROPOSED
FIREHYDRANT
15.7'
10.5'
3.5'
9'18.0'
9'25.5'26.06
'18'
8'22' MIN.7'
7'
12.5'
12.7'
7'
15'R3
R3
2.27'
6+00
7+00
8+00 9+00
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
PAVEMENT PLAN
LAKOTA PARK PARKING LOT
204
12
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Paving & Channelization Design.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
0
GRAPHIC SCALE
N
E
W
S
0
GRAPHIC SCALE
N
E
W
S
0
GRAPHIC SCALE
N
E
W
S
15 7.5 15 30
LEGEND
Handi-cap
Wheel stop
262.98 FL
262.84 FL
262.82 FL
262.78 FL
262.80 FL
263.39 FG
263.30 FG
262.92 FG
262.83 FG
262.85 FG
262.94 FG
263.43 FG
263.47 TOC
263.28 TOC
263.24 TOC
0.
7
%
1
.
5%
1
.
5%0.3%2.5%7.5%
6.
0
'7.0'8.3'6
.
0
'
6
.
0
'6.0
'6.1
'7.0%15.0'5.0'0.4%
6 .3 '262.84 FG
7 .6 %
7 .1 %
4.5%
2.0%
5 .0 '2.0'
2.0'0.4%
262.98 FL
262.94 FG
263.43 FG
263.47 TOC
0.
7
%
6.
0
'7.0'7.0%
264.11 FL
263.57 FL
263.36 FL
263.05 FL
263.64 FG
263.46 FG
263.67 FG
264.22 FG
263.58 FG
263.37 FG
264.12 TOC
263.55 TOC
1.7%
1.5%
1.5%
1.5%2.9%6.2'6.0'
5.9'
6.0'5.5%10.0'4.2%5.0'5.0'6.0'12.8'5.0'3.6%4.2%1.8%0.6%11.6'14.1'4.2%263.47 FG
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
RAMP 1, 2
21ST AVE SW 4+50 LT & 21ST AVE SW 4+69 LT
204
13
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\CurbRamps.dwg, 3/11/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
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.
2.DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER
APPURTENANCES IN FRONT OF THE CURB RAMP OR ANY PART OF THE CURB RAMP OR
LANDING.
3.SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE WSDOT STD PLAN
F-10.12-04 FOR DEPRESSED CURB SECTION AND CEMENT CONCRETE PEDESTRIAN
CURB DETAILS. SEE CFW STD DET 3-4 FOR CURB DETAILS.
4.INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.
5.CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD
SPECIFICATIONS 8-14.
6.CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS IS INCIDENTAL TO CURB
RAMP BID ITEM(S).
FL = GUTTER FLOW LINE
TOC = TOP OF CURB
FG = FINISH GRADE
21ST AVE SW 4+50 LT#1
21ST AVE SW 4+69 LT#2
SIDEWALKScale 1:3
Scale 1:3
N
E
W
S
N
E
W
S
3 0 3 6
GRAPHIC SCALE
1.5
CROSS SLOPE
EXCEEDS 2%. SEE
MEF #1
MATCH EX
IST
ING
MATC
H
E
XI
S
TI
N
G
ASPH
A
L
T
P
A
V
E
M
E
N
T
TRANSITION
PANEL
263.54 FL
263.27 FL
263.11 FL
262.78 FL
263.28 FG
263.12 FG
263.21 FG
263.31 FG
263.37 FG
264.11 FG
264.01 TOC
263.15 TOC
263.36 FG
263.26 TOC
5.9'9.9
'
6.0'
6.0'6.2'5
.
3
'5.0'5.0'5.0'
6
.
0
'7.4%
1.5%2.6%
1
.
8
%1.7%
0
.
9
%3.0%3.2%1.7%3.2%2.3%6.0'
1.5%7.7%9.6
'
6.0'
263.20 FG
262.13 TOC 262.15 TOC
261.86 TOC
261.95 TOC
261.65 FL
261.61 FL
261.55 FL
261.48 FL
261.56 FG261.62 FG
262.32 FG 262.24 FG 261.71 FG
261.65 FG
261.95 FG
262.06 FG
5.8'6.0'4.7'6.9'
6.6'6.0'5.9'2.9'
2.9'
8.0%1.5%0.7%7.6%1.5%1.5%1.5%2.8%6.0'6.0'1.9%
5.0 '1.9%3.2%1.2%6.0%
5.0'5.0'4.5'
2.4%
1.2%6.0%
5.0'
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
RAMP 3, 4
SW DASH POINT RD 5+08 LT & SW DASH POINT RD 5+58 LT
204
14
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\CurbRamps.dwg, 3/11/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
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.
2.DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER
APPURTENANCES IN FRONT OF THE CURB RAMP OR ANY PART OF THE CURB RAMP OR
LANDING.
3.SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE WSDOT STD PLAN
F-10.12-04 FOR DEPRESSED CURB SECTION AND CEMENT CONCRETE PEDESTRIAN
CURB DETAILS. SEE CFW STD DET 3-4 FOR CURB DETAILS.
4.INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.
5.CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD
SPECIFICATIONS 8-14.
6.CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS IS INCIDENTAL TO CURB
RAMP BID ITEM(S).
FL = GUTTER FLOW LINE
TOC = TOP OF CURB
FG = FINISH GRADE
SW DASH POINT ROAD 5+08 LT#3
SW DASH POINT ROAD 5+58 LT#4
TRANSITION PANEL
CEMENT CONC PEDESTRIAN
CURB, WSDOT F10.12-04_E
Scale 1:3
Scale 1:3
3 0 3 6
GRAPHIC SCALE
1.5
N
E
W
S
N
E
W
S
CROSS SLOPE
EXCEEDS 2%. SEE
MEF #2
TRANSITION PANEL
MATC
H
E
XI
S
TI
N
G
MAT
C
H
E
XI
STI
N
G
MATCH EXISTINGMATCH EXISTINGTRANSITION PANEL
260.59 FL260.62 FL
260.63 FL
260.64 FL
260.63 FG
260.64 FG
261.16 FG
260.74 FG
260.62 FG
261.23 FG
261.17 FG261.34 FG
261.34 FG
261.12 TOC
261.06 TOC
260.73 FG
6.0'6.5'6.5'2.5'
2.5'
6.5'4.0'2.5'4.0'
4.0'3.9'6.5'
7.4%1.5%4.2%
2.7%1.5%1.5%7.2%6.4'0.4%
7.2%
2.5'2.0%7.5%1.6%0.0%2.5'
6.0'
0.4%0.4%0.4%
260.80 FL
260.77 FL
260.73 FL
260.69 FL
260.80 TOC
261.16 TOC
260.80 FG
260.87 FG
260.83 FG
260.78 FG
260.74 FG
6.0'
6.0'5.9
'5.7
'5.0'
6.0'
6.0'7.3%
1.5%
1.5%
0.0%7.1%
260.42 FL
261.02 FG
261.07 FG
260.89 TOC
260.97 TOC
0.9%1.3
%2.2%1.7%
1.0
%17.8'20.5'
6.3'
5.0'5.8'6.0'261.25 FG
1.5%1.0%260.76 FG
0.8%0.8%5.0'0.4%1.4%5.0'5.0'
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
RAMP 5, 6
21ST AVE SW 5+54 RT & SW DASH POINT RD 5+11 RT
204
15
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\CurbRamps.dwg, 3/11/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
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.
2.DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER
APPURTENANCES IN FRONT OF THE CURB RAMP OR ANY PART OF THE CURB RAMP OR
LANDING.
3.SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE WSDOT STD PLAN
F-10.12-04 FOR DEPRESSED CURB SECTION AND CEMENT CONCRETE PEDESTRIAN
CURB DETAILS. SEE CFW STD DET 3-4 FOR CURB DETAILS.
4.INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.
5.CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD
SPECIFICATIONS 8-14.
6.CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS IS INCIDENTAL TO CURB
RAMP BID ITEM(S).
FL = GUTTER FLOW LINE
TOC = TOP OF CURB
FG = FINISH GRADE
21ST AVE SW 4+54 RT#5
SW DASH POINT ROAD 5+11 RT#6
TRANSITION PANEL
CEMENT CONC
PEDESTRIAN CURB,
WSDOT F10.12-04_E
3 0 3 6
GRAPHIC SCALE
1.5
Scale 1:3
Scale 1:3
N
E
W
S
N
E
W
S
MATCH EXISTINGMATCH
E
X
I
S
T
I
N
G MATCH EXISTINGMATCH EXISTINGSIDEWALK
•••••••••••••••••••••••••••••••••••••••••••••••••••••260.71 FG
260.73 FG
261.12 FG
261.14 FG
261.20 FG
261.18 FG
260.67 FL
260.69 FL
260.68 FL
7.5%
1.5%0.5%4.0'
4.0'
5.5'
1.5%
4.0'4.0'0.5%7.5%
5.5'
259.79 FL
259.89 FL
259.93 FG
259.83 FG
260.24 FG260.34 FG
260.31 FG
260.41 FG 1.6%1.6%2.0%
2.0%
2.0%7.5%7.5%4.5'5.0'4.5'5.0'
5.0'5.5'5.5'259.88 FG
0.5%4.0'
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
RAMP 7, 8
SW DASH POINT RD 5+44 RT & SW DASH POINT RD 5+71 RT
204
16
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\CurbRamps.dwg, 3/11/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
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.
2.DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER
APPURTENANCES IN FRONT OF THE CURB RAMP OR ANY PART OF THE CURB RAMP OR
LANDING.
3.SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE WSDOT STD PLAN
F-10.12-04 FOR DEPRESSED CURB SECTION AND CEMENT CONCRETE PEDESTRIAN
CURB DETAILS. SEE CFW STD DET 3-4 FOR CURB DETAILS.
4.INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.
5.CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD
SPECIFICATIONS 8-14.
6.CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS IS INCIDENTAL TO CURB
RAMP BID ITEM(S).
FL = GUTTER FLOW LINE
TOC = TOP OF CURB
FG = FINISH GRADE
3 0 3 6
GRAPHIC SCALE
1.5
CEMENT CONC
PEDESTRIAN CURB,
WSDOT F10.12-04_E
PROPOSED
CEMENT CONC.
SIDEWALK
ADJUST JUNCTION
BOX TO FISHED
GRADE
N
E
W
S
SW DASH POINT ROAD 5+44 RT#7
SW DASH POINT ROAD 5+71 RT#8 Scale 1:3
Scale 1:3
CEMENT CONC
PEDESTRIAN CURB,
WSDOT F10.12-04_E
262.38 FL
262.82 FL
263.04 FL
263.05 FG
262.93 FG
262.99 FG
262.83 FG
262.89 TOC
5.5'10.5'
1.0%
1.1%1.8%1.8%5.5'6.0'
1.8
%1.0%
1
2.4'
6.0'
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
RAMP 9
SW DASH POINT RD 15+33 RT
204
17
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\CurbRamps.dwg, 3/11/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
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.
2.DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER
APPURTENANCES IN FRONT OF THE CURB RAMP OR ANY PART OF THE CURB RAMP OR
LANDING.
3.SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE WSDOT STD PLAN
F-10.12-04 FOR DEPRESSED CURB SECTION AND CEMENT CONCRETE PEDESTRIAN
CURB DETAILS. SEE CFW STD DET 3-4 FOR CURB DETAILS.
4.INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.
5.CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD
SPECIFICATIONS 8-14.
6.CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS IS INCIDENTAL TO CURB
RAMP BID ITEM(S).
FL = GUTTER FLOW LINE
TOC = TOP OF CURB
FG = FINISH GRADESW DASH POINT ROAD 15+33 RT#9
3 0 3 6
GRAPHIC SCALE
1.5
Scale 1:3
N
E
W
S
CEMENT CONC PEDESTRIAN
CURB, WSDOT F10.121-04_EMATCH EXISTING
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••DUMPSTER
PROPOSED
FIREHYDRANT
15.7'
10.5'
3.5'1.8%
1.7%
0.8%
0.1%
0.1%
0.1%4+145+00
6+00
7+00
8+00 9+00
1
2
6 LF - 24" - DI Pipe
4.11%3
4
1312
4+00
5
+
0
0
5
+
2
5
800+
4
3
801+00
802+00 803+00
249
250
255
260
4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00FGFGFGFG 259.71FG 259.45FG 259.40FG 259.30FG 259.31FG 259.25FG 259.2489 LF - 24" - DI PIPE
0.51%
140 LF - 24" - DI PIPE
0.51%
2
I.E. OUT=256.57 (24" NE)
STA. 6+00.00, OFF. 34.00 R
RIM EL.=259.71
CB TYPE 2
VANED GRATE
I.E. IN=256.57 (24" W)
4
I.E. OUT=255.39 (24" E)
CB TYPE 2
VANED GRATE
I.E. IN=255.39 (24" W)
I.E. IN=255.39 (12" SE)
STA. 8+50.00, OFF. 34.00 R
RIM EL.=259.25
1
I.E. OUT=256.80 (24" E)
STA. 5+93.99, OFF. 27.11 R
RIM EL.=259.87
CB TYPE 1 (EXISTING)
SOLID LOCKING LID
I.E. IN=256.80 (24" SW)
51 LF - 24" - HDPE PIPE
0.51%
97 LF - 24" - CMP
0.52%
3
I.E. OUT=256.11 (24" E)
STA. 7+00.00, OFF. 34.00 R
RIM EL.=259.40
CB TYPE 2 - 48"
VANED GRATE
I.E. IN=256.11 (24" SW)
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Drainage.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
40716SARAH L . HA
M
E
LREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
DRAINAGE PLAN & PROFILE
STA 4+85 TO STA 9+00
204
18
46
85 % DESIGN
020 20 40
GRAPHIC SCALE
10MATCHLINE SEE SHEET 19N
E
W
S
STORM DRAINAGE GENERAL NOTES
1)LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES
ARE APPROXIMATE. CONTRACTOR TO VERIFY
WITH POTHOLING PRIOR TO CONSTRUCTION.
2)STATION AND OFFSET LISTED IS TO CENTER OF
THE STRUCTURE UNLESS OTHERWISE NOTED.MATCHLINE SEE SHEET 191
CONSTRUCTION NOTES
CATCH BASIN TYPE 2 - 48 IN. DIAM.
2 INSTALL CONVERSION RISER AND ROUND
SOLID COVER ON EXISTING TYPE 1 CB AND
ADJUST TO GRADE.
3 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE
24 IN. DIAM.
4 CONNECTION TO DRAINAGE STRUCTURE.
5 DUCTILE IRON PIPE
24 IN. DIAM.
4
2
EG AT CENTERLINE
FG AT FLOWLINE
6.1'
2.5'
7.8'
0.5%
9+00 10+00 11+00 12+00 13+00
6 75 8
804+00 805+00 806+00 807+00
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00FG 259.24FG 259.09FG 258.83FG 258.49FG 258.19FG 258.05FG 258.12FG 258.39FG 258.4691 LF - 24" - HDPE PIPE
0.51%
146 LF - 24" - HDPE PIPE
0.50%
113 LF - 24" - HDPE PIPE
0.51%
6
I.E. OUT=254.67 (24" E)
STA. 10+00.00, OFF. 34.00 R
RIM EL.=258.83
CB TYPE 2
VANED GRATE
I.E. IN=254.67 (24" W)
STA. 13+50.00, OFF. 34.00 R
7
I.E. OUT=253.93 (24" E)
STA. 11+50.00, OFF. 34.00 R
RIM EL.=258.05
CB TYPE 2
VANED GRATE
I.E. IN=253.93 (24" W)
5
I.E. OUT=255.13 (24" E)
STA. 9+05.00, OFF. 34.00 R
RIM EL.=259.23
CB TYPE 2
VANED GRATE
I.E. IN=255.13 (24" W)
I.E. IN=255.25 (4" S)
81 LF - 24" - Corrugated HDPE Pi
p
e
0.51%
8
I.E. OUT=253.52 (24" E)
STA. 12+35.00, OFF. 34.00 R
RIM EL.=258.33
CB TYPE 2
VANED GRATE
I.E. IN=253.52 (24" W)
I.E. IN=255.90 (4" S)7 LF - 4" - PVC Pipe1.49%DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Drainage.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERN EPRFO
E NNALIO
E
S IGS
40716SARAH L . HA
M
E
LREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
DRAINAGE PLAN & PROFILE
STA 9+00 TO STA 13+00
204
19
46
85 % DESIGN
GENERAL NOTES
1.STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF
FEDERAL WAY STANDARD DETAILS.
2.INSTALL VANED GRATES WITH STANDARD FRAME ON
CATCH BASINS UNLESS OTHERWISE NOTED.
3.LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE
APPROXIMATE. CONTRACTOR TO VERIFY WITH
POTHOLDING PRIOR TO CONSTRUCTION.
4.SEE STORM DRAINAGE PROFILES PER STRUCTURE
CALLOUTS. STATION AND OFFSET USED IS TO CENTER
OF THE STRUCTURE.
5.INSTALL POLLUTION PREVENTION MARKER AT EACH
CATCH BASIN PER CITY OF FEDERAL WAY STANDARD
DRAWING NO. 4-11.
6.USE CONVERSION RISER WHERE ROUND SOLID LID WILL
BE INSTALLED ON EXISTING TYPE 1 OR TYPE 1L CATCH
BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING
NO. 4-18.
7.ALL RECTANGULAR AND SOLID FRAMES SHALL BE
LOCKING PER CITY OF FEDERAL WAY STANDARD PLANS
DRAWING NO. 4-07 AND NO. 4-13.
020 20 40
GRAPHIC SCALE
10
1
CONSTRUCTION NOTES
CATCH BASIN TYPE 2 - 48 IN. DIAM.
2 INSTALL CONVERSION RISER AND ROUND
SOLID COVER ON EXISTING TYPE 1 CB AND
ADJUST TO GRADE.
3 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE
24 IN. DIAM.
4 CONNECTION TO DRAINAGE STRUCTURE.
5 DUCTILE IRON PIPE
24 IN. DIAM.MATCHLINE SEE SHEET 18N
E
W
S
MATCHLINE SEE SHEET 20MATCHLINE SEE SHEET 20MATCHLINE SEE SHEET 18EG AT CENTERLINE
FG AT FLOWLINE
13+00
14+00
15+00
16+00
17+0
0
9
10
12
11
6 LF - 12" - HDPE PIPE
1.47%
13
808+00
809+00
809+94
249
250
255
260
265
13+00 13+50 14+00 14+50 15+00 15+50 16+00FG 258.46FG 258.56FG 259.49FG 260.56FG 261.79FGFG113 LF - 24" - HDPE PIPE
86 LF - 24" - HDPE PIPE
0.51%
11 STA. 15+00.00, OFF. 34.00 R
RIM EL.=261.79
CB TYPE 1
Standard
I.E. IN=258.66 (12" NW)
10
I.E. OUT=252.00 (30" NW)
CB TYPE 2
SOLID LOCKING LID
I.E. IN=252.50 (24" SW)
I.E. IN=252.10 (24" NE)
STA. 14+37.10, OFF. 24.69 R
RIM EL.=260.51
9
I.E. OUT=252.94 (24" NE)
CB TYPE 2
VANED GRATE
I.E. IN=252.94 (24" W)
STA. 13+50.00, OFF. 34.00 R
RIM EL.=258.56
12
I.E. OUT=258.75 (12" SE)
I.E. OUT=253.77 (24" SW)
STA. 15+00.00, OFF. 25.01 R
RIM EL.=261.97
CB TYPE 2
SOLID LOCKING LID
I.E. IN=253.77 (24" NE)
61 LF - 24" - RCP
2.76%50 LF - 24" - RCP
9.57%13
I.E. OUT=258.60 (24" SW)
STA. 15+52.48, OFF. 28.17 R
RIM EL.=263.60
CB TYPE 2
VANED GRATE
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Drainage.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
40716SARAH L . HA
M
E
LREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
DRAINAGE PLAN & PROFILE
STA 13+00 TO STA 15+30
204
20
46
85 % DESIGN
GENERAL NOTES
1.STORM DRAINAGE STRUCTURES SHALL BE PER WSDOT
STANDARD DETAILS.
2.LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE
APPROXIMATE. CONTRACTOR TO VERIFY WITH
POTHOLDING PRIOR TO CONSTRUCTION.
3.SEE STORM DRAINAGE PROFILES PER STRUCTURE
CALLOUTS. STATION AND OFFSET USED IS TO CENTER
OF THE STRUCTURE.
020 20 40
GRAPHIC SCALE
10
1
CONSTRUCTION NOTES
CATCH BASIN TYPE 2 - 48 IN. DIAM.
2 INSTALL CONVERSION RISER AND ROUND SOLID
COVER ON EXISTING TYPE 1 CB AND ADJUST TO
GRADE.
3 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE 24
IN. DIAM.
4 CONNECTION TO DRAINAGE STRUCTURE.MATCHLINE SEE SHEET 19N
E
W
S
MATCHLINE SEE SHEET 194
5 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE 12
IN. DIAM.
250
255
260
250
255
260
3+50 4+00 4+50 5+00 5+50EGEG 259.1EG 259.1EG 259.0EG12
I.E. OUT=256.00 (12" E)
CB TYPE 1
VANED GRATE
STA. 4+05.29, OFF. 0.16 R
RIM EL.=259.07
76 LF - 12" - HDPE PIPE
0.53%
13
I.E. OUT=255.55 (12" NW)
CB TYPE 1
VANED GRATE
I.E. IN=255.60 (12" W)
I.E. IN=255.60 (12" SE)
STA. 4+84.50, OFF. 0.00
RIM EL.=258.75
28 LF - 12" - HDPE PIPE
1.45%
14
I.E. OUT=256.00 (12" NW)
STA. 5+15.29, OFF. 0.10 R
RIM EL.=258.93
CB TYPE 1
VANED GRATE
29 LF - 12" - HDPE PIPE
0.54%••••••••••••••••••••••••••••••••••••••••••••••••••
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••DUMPSTER
PROPOSED
FIREHYDRANT
15.7'
10.5'
3.5'1.8%
1.
7%
0.8%
0.1%
0.1%6+00
1
2
1312
14
4+00
5
+
0
0
5
+
2
5
259.50
260.
0
0
260
.
5
0
2
5
9
.
0
0
2
5
9
.
0
0
800+
4
3
801+00
802+00 803+00 804+00 N
E
W
S
STORM DRAINAGE GENERAL NOTES
1)LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES
ARE APPROXIMATE. CONTRACTOR TO VERIFY
WITH POTHOLING PRIOR TO CONSTRUCTION.
2)STATION AND OFFSET LISTED IS TO CENTER OF
THE STRUCTURE UNLESS OTHERWISE NOTED.
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Drainage.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
40716SARAH L . HA
M
E
LREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
PARKING LOT DRAINAGE PLAN & PROFILE
204
21
46
85 % DESIGN
020 20 40
GRAPHIC SCALE
10
1
CONSTRUCTION NOTES
CATCH BASIN TYPE 1
2 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE
12 IN. DIAM.
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••15.7
'
10.5'
3.5'
4+955+00
6+00
7+00
8+00 9+00
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
LANDSCAPE PLAN
STA 4+35 TO STA 9+00
204
22
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Landscape.dwg, 3/11/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERN EPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
020 20 40
GRAPHIC SCALE
10
CONSTRUCTION NOTES
1 BACK-OF-WALK RESTORATION AREA; INSTALL 2" TOPSOIL
TYPE A AND HYDROSEED ENTIRED DISTURBED AREA.
N
E
W
S
IRRIGATION GENERAL NOTES
1)COORDINATE INSTALLATION OF IRRIGATION
SYSTEM WITH INSTALLATION OF OTHER UTILITIES.
LOCATE AND PROTECT ALL UNDERGROUND
UTILITIES DURING INSTALLATION OF IRRIGATION
SYSTEM.
2)MAINLINES & LATERAL LINES TO BE LOCATED IN
PLANTERS WHERE POSSIBLE. LOCATION SHOWN IN
DIAGRAMMATIC. ADJUST LOCATIONS AS
NECESSARY. DO NOT OVER-SPRAY ONTO PAVED
SURFACES.
3)MAIN LINE SHALL BE BURIED TO A DEPTH OF 24"
BELOW FINISH GRADE. LATERAL LINE FOR SPRAY
ZONES SHALL BE BURIED TO A DEPTH OF 18"
BELOW FINISH GRADE. LATERAL LINE FOR
BUBBLER ZONES SHALL BE BURIED TO A DEPTH OF
12" BELOW FINISH GRADE.
4)IRRIGATION SYSTEM SHALL BE DESIGNED TO
OPERATE AT 30 PSI. CONTRACTOR SHALL FIELD
CHECK EXISTING WATER PRESSURE AND INSTALL
PRESSURE REDUCING VALVE (PRV) AS NECESSARY
TO PROVIDE OPTIMUM PRESSURE.
5)ALL IRRIGATION LINES LOCATED UNDER ASPHALT
PAVEMENT SHALL BE SLEEVED IN A DUCTILE IRON
SLEEVE. ALL IRRIGATION LINES LOCATED UNDER
CONCRETE SURFACES SHALL BE SLEEVED IN PVC
PIPE. SLEEVING SIZE SHALL BE TWO TIMES THE
DIAMETER OF THE INSERT PIPE AND WIRES.
6)INSTALL CONTROL VALVE BOX IN PLANTER, TIGHT
TO EDGE OF SIDEWALK TO MAXIMIZE PLANTER
AREA.
7)CONTROLLER WIRES SHALL BE TAPED TO
IRRIGATION MAINLINE WHERE POSSIBLE. IF NOT
AVAILABLE, WIRES TO CONTROLLER SHALL BE
PLACED IN SLEEVE.
ACER X FREEMANII 'JEFFERSRED'/
AUTUMN BLAZE MAPLE
B&B WELL-BRANCHED
STREET TREES
10212" CAL.
12'-14' HT.T1
SOD INSTALLATION (OVER 4" TOPSOIL, TYPE A)127 SY
SEEDED LAWN INSTALLATION (OVER 4" TOPSOIL, TYPE A)16 SY
REMARKSQTYSIZEBOTANICAL NAME/ COMMON NAMESYMBOL
LANDSCAPE SCHEDULE
1
1
TREE PLANTING GENERAL NOTES
1)SEE TYPICAL STREET TREE PLANTING DETAILS ON
SHEET 25
2)TREE PIT SHALL NOT BE LESS THAN THREE TIMES
ROOTBALL DIAMETER.
3)CUT ALL TIES & REMOVE BURLAP FROM ROOTBALL.
4)BACKFILL TOPSOIL TYPE A AROUND ROOTBALL IN
6" LIFTS & LIGHTLY COMPACT EACH LIFT. AFTER
BACKFILLING, WATER IN ROOTBALL TO SETTLE THE
SOIL.
5)PLANT TREES WITH ROOT FLARE VISIBLE. DO NOT
COVER TOP OF ROOTBALL WITH SOIL.
LANDSCAPE GENERAL NOTES
1)DO NOT SUBSTITUTE SPECIES WITHOUT THE
APPROVAL OF ENGINEER.
2)STREET TREES SHALL MEET WSDOT STANDARD
"STREET TREE GRADE" SPECIFICATION.
3)ROCKS AND DEBRIS (LARGER THAN 1" IN
DIAMETER) IN PLANTING AREAS SHALL BE REMOVED.BARK MULCH (3" DEPTH)91 SYMATCHLINE SEE SHEET 23
6.1'
2.5'
7.8'
9+00 10+00 11+00 12+00 13+00
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
LANDSCAPE PLAN
STA 9+00 TO STA 13+00
204
23
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Landscape.dwg, 3/11/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERN EPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
020 20 40
GRAPHIC SCALE
10
CONSTRUCTION NOTES
1 BACK-OF-WALK RESTORATION AREA; INSTALL 2" TOPSOIL
TYPE A AND HYDROSEED ENTIRED DISTURBED AREA.MATCHLINE SEE SHEET 24N
E
W
S
IRRIGATION GENERAL NOTES
1)COORDINATE INSTALLATION OF IRRIGATION
SYSTEM WITH INSTALLATION OF OTHER UTILITIES.
LOCATE AND PROTECT ALL UNDERGROUND
UTILITIES DURING INSTALLATION OF IRRIGATION
SYSTEM.
2)MAINLINES & LATERAL LINES TO BE LOCATED IN
PLANTERS WHERE POSSIBLE. LOCATION SHOWN IN
DIAGRAMMATIC. ADJUST LOCATIONS AS
NECESSARY. DO NOT OVER-SPRAY ONTO PAVED
SURFACES.
3)MAIN LINE SHALL BE BURIED TO A DEPTH OF 24"
BELOW FINISH GRADE. LATERAL LINE FOR SPRAY
ZONES SHALL BE BURIED TO A DEPTH OF 18"
BELOW FINISH GRADE. LATERAL LINE FOR
BUBBLER ZONES SHALL BE BURIED TO A DEPTH OF
12" BELOW FINISH GRADE.
4)IRRIGATION SYSTEM SHALL BE DESIGNED TO
OPERATE AT 30 PSI. CONTRACTOR SHALL FIELD
CHECK EXISTING WATER PRESSURE AND INSTALL
PRESSURE REDUCING VALVE (PRV) AS NECESSARY
TO PROVIDE OPTIMUM PRESSURE.
5)ALL IRRIGATION LINES LOCATED UNDER ASPHALT
PAVEMENT SHALL BE SLEEVED IN A DUCTILE IRON
SLEEVE. ALL IRRIGATION LINES LOCATED UNDER
CONCRETE SURFACES SHALL BE SLEEVED IN PVC
PIPE. SLEEVING SIZE SHALL BE TWO TIMES THE
DIAMETER OF THE INSERT PIPE AND WIRES.
6)INSTALL CONTROL VALVE BOX IN PLANTER, TIGHT
TO EDGE OF SIDEWALK TO MAXIMIZE PLANTER
AREA.
7)CONTROLLER WIRES SHALL BE TAPED TO
IRRIGATION MAINLINE WHERE POSSIBLE. IF NOT
AVAILABLE, WIRES TO CONTROLLER SHALL BE
PLACED IN SLEEVE.
1 1
ACER X FREEMANII 'JEFFERSRED'/
AUTUMN BLAZE MAPLE
B&B WELL-BRANCHED
STREET TREES
212" CAL.
12'-14' HT.T1
SOD INSTALLATION (OVER 4" TOPSOIL, TYPE A)264 SY
SEEDED LAWN INSTALLATION (OVER 4" TOPSOIL, TYPE A)141 SY
REMARKSSIZEBOTANICAL NAME/ COMMON NAMESYMBOL
LANDSCAPE SCHEDULE
TREE PLANTING GENERAL NOTES
1)SEE TYPICAL STREET TREE PLANTING DETAILS ON
SHEET XX.
2)TREE PIT SHALL NOT BE LESS THAN THREE TIMES
ROOTBALL DIAMETER.
3)CUT ALL TIES & REMOVE BURLAP FROM ROOTBALL.
4)BACKFILL TOPSOIL TYPE A AROUND ROOTBALL IN
6" LIFTS & LIGHTLY COMPACT EACH LIFT. AFTER
BACKFILLING, WATER IN ROOTBALL TO SETTLE THE
SOIL.
5)PLANT TREES WITH ROOT FLARE VISIBLE. DO NOT
COVER TOP OF ROOTBALL WITH SOIL.
LANDSCAPE GENERAL NOTES
1)DO NOT SUBSTITUTE SPECIES WITHOUT THE
APPROVAL OF ENGINEER.
2)STREET TREES SHALL MEET WSDOT STANDARD
"STREET TREE GRADE" SPECIFICATION.
3)ROCKS AND DEBRIS (LARGER THAN 1" IN
DIAMETER) IN PLANTING AREAS SHALL BE REMOVED.MATCHLINE SEE SHEET 22QTY
14
13+00
14+00
15+00
16+00
17+0
0
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
LANDSCAPE PLAN
STA 13+00 TO STA 15+30
204
24
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Landscape.dwg, 3/11/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
020 20 40
GRAPHIC SCALE
10
CONSTRUCTION NOTES
1 BACK-OF-WALK RESTORATION AREA; INSTALL 2" TOPSOIL
TYPE A AND HYDROSEED ENTIRED DISTURBED AREA.MATCHLINE SEE SHEET 24N
E
W
S
IRRIGATION GENERAL NOTES
1)COORDINATE INSTALLATION OF IRRIGATION
SYSTEM WITH INSTALLATION OF OTHER UTILITIES.
LOCATE AND PROTECT ALL UNDERGROUND
UTILITIES DURING INSTALLATION OF IRRIGATION
SYSTEM.
2)MAINLINES & LATERAL LINES TO BE LOCATED IN
PLANTERS WHERE POSSIBLE. LOCATION SHOWN IN
DIAGRAMMATIC. ADJUST LOCATIONS AS
NECESSARY. DO NOT OVER-SPRAY ONTO PAVED
SURFACES.
3)MAIN LINE SHALL BE BURIED TO A DEPTH OF 24"
BELOW FINISH GRADE. LATERAL LINE FOR SPRAY
ZONES SHALL BE BURIED TO A DEPTH OF 18"
BELOW FINISH GRADE. LATERAL LINE FOR
BUBBLER ZONES SHALL BE BURIED TO A DEPTH OF
12" BELOW FINISH GRADE.
4)IRRIGATION SYSTEM SHALL BE DESIGNED TO
OPERATE AT 30 PSI. CONTRACTOR SHALL FIELD
CHECK EXISTING WATER PRESSURE AND INSTALL
PRESSURE REDUCING VALVE (PRV) AS NECESSARY
TO PROVIDE OPTIMUM PRESSURE.
5)ALL IRRIGATION LINES LOCATED UNDER ASPHALT
PAVEMENT SHALL BE SLEEVED IN A DUCTILE IRON
SLEEVE. ALL IRRIGATION LINES LOCATED UNDER
CONCRETE SURFACES SHALL BE SLEEVED IN PVC
PIPE. SLEEVING SIZE SHALL BE TWO TIMES THE
DIAMETER OF THE INSERT PIPE AND WIRES.
6)INSTALL CONTROL VALVE BOX IN PLANTER, TIGHT
TO EDGE OF SIDEWALK TO MAXIMIZE PLANTER
AREA.
7)CONTROLLER WIRES SHALL BE TAPED TO
IRRIGATION MAINLINE WHERE POSSIBLE. IF NOT
AVAILABLE, WIRES TO CONTROLLER SHALL BE
PLACED IN SLEEVE.
*
1
1
1
ACER X FREEMANII 'JEFFERSRED'/
AUTUMN BLAZE MAPLE
B&B WELL-BRANCHED
STREET TREES
212" CAL.
12'-14' HT.T1
130 SY
101 SY
REMARKSSIZEBOTANICAL NAME/ COMMON NAMESYMBOL
LANDSCAPE SCHEDULETREE PLANTING GENERAL NOTES
1)SEE TYPICAL STREET TREE PLANTING DETAILS ON
SHEET XX.
2)TREE PIT SHALL NOT BE LESS THAN THREE TIMES
ROOTBALL DIAMETER.
3)CUT ALL TIES & REMOVE BURLAP FROM ROOTBALL.
4)BACKFILL TOPSOIL TYPE A AROUND ROOTBALL IN
6" LIFTS & LIGHTLY COMPACT EACH LIFT. AFTER
BACKFILLING, WATER IN ROOTBALL TO SETTLE THE
SOIL.
5)PLANT TREES WITH ROOT FLARE VISIBLE. DO NOT
COVER TOP OF ROOTBALL WITH SOIL.
LANDSCAPE GENERAL NOTES
1)DO NOT SUBSTITUTE SPECIES WITHOUT THE
APPROVAL OF ENGINEER.
2)STREET TREES SHALL MEET WSDOT STANDARD
"STREET TREE GRADE" SPECIFICATION.
3)ROCKS AND DEBRIS (LARGER THAN 1" IN
DIAMETER) IN PLANTING AREAS SHALL BE REMOVED.
QTY
6
SOD INSTALLATION (OVER 4" TOPSOIL, TYPE A)
SEEDED LAWN INSTALLATION (OVER 4" TOPSOIL, TYPE A)
GENERAL NOTES
1.ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARD
FOR NURSERY STOCK, ANSI Z60.1 OR MOST CURRENT VERSION.
2.PLANT, MAINTAIN AND WARRANTY AS PER SPECIAL PROVISIONS.
3.DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF
ENGINEER.
4.ALL SEEDED LAWN AREA SHALL RECEIVED 4" DEPTH TOPSOIL
TYPE A TYP.; REMOVE AND DISPOSE OF SUBGRADE AS REQUIRED.
5.STREET TREES SHALL MEET WSDOT STANDARD "STREET TREE
GRADE" SPECIFICATION.
6.ALL DISTURBED AREAS NOT BEING PLANTED OR SEEDED SHALL
RECEIVE 2" BARK OR WOOD CHIP MULCH, TYP.
TREE PLANTING NOTES
1.TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOTBALL
DIAMETER.
2.CUT ALL TIES AND REMOVE BURLAP FROM ROOTBALL.
3.REMOVE ALL PLASTIC AND TWINE.
4.BACKFILL TOPSOIL AROUND ROOT BALL IN 6" LIFTS AND LIGHTLY
RECOMPACT EACH LIFT; AFTER BACKFILLING, WATER IN ROOT
BALL TO SETTLE THE SOIL.
5.PLANT TREES WITH ROOT FLARE VISIBLE; DO NOT COVER TOP OF
ROOTBALL WITH SOIL.
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
LANDSCAPE DETAILS
SW DASH POINT RD
204
25
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Landscape.dwg, 3/11/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
CL
PLAN
3" DEPTH BARK OR
WOOD CHIP MULCH
TREE TRUNK
LAWN AREA
CURB
EQ.EQ.
CEMENT CONCRETE SIDEWALK 4'-0"
TYPICAL STREET TREE PLANTING DETAILS±5' 6' MINTREE STAKING PLAN
PREVAILING
WIND
NTS
RECOMPACT SUBGRADE BELOW
ROOT BALL TO PREVENT SETTLING
SCARIFY SUBGRADE PRIOR
TO TOPSOIL INSTALLATION
2" DIA. WOOD STAKE; STAKES SHOULD BE
LOCATED OUTSIDE OF ROOT BALL AND SHALL
NOT INTERFERE WITH PERMANENT BRANCHES
NON-ABRASIVE RUBBER TREE TIES
ROOT FLARE SHALL BE LOCATED ABOVE
GROUND LINE; TOP OF ROOT BALL SHALL
BE FLUSH WITH FINISH GRADE
4" SOIL BERM ABOVE ROOT BALL SURFACE;
BERM SHALL BEGIN AT ROOT BALL EDGE
TOPSOIL TYPE A
3" BARK OR WOOD CHIP MULCH;
KEEP AWAY FROM TREE TRUNK
TRUNK
ROOT BALL
TREE STAKE
TREE STAKE
FINISH GRADE
ELEVATION
EQ.EQ.
8'-0"
ROOT BARRIER, TYP.
CEMENT CONCRETE SIDEWALK
TOPSOIL TYPE A
ROOT BARRIER, TYP.
CEMENT
CONCRETE CURB
BARK OR WOOD CHIP MULCH
18" TYP.ROOT BARRIER, TYP.
ROOT BARRIER SECTION
15.7'
10.5'
3.5'
DUMPSTER
4+9
55+00
6+00
7+00
8+00 9+00
3
8
9
+
0
0
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ILLUMINATION.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
R. PEREZ
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ILLUMINATION PLAN
STA 4+35 TO STA 9+00
204
26
46
85 % DESIGN
020 20 40
GRAPHIC SCALE
10
LUMINAIRE SCHEDULE
LUMINAIRE
#STATION OFFSET LUMINAIRE TYPE LUMINAIR
E ARM
MOUNTING
HEIGHT BASE CIRCUIT #
(SERVICE #)
CITY LUMINAIRE
POLE #COMMENTS
COBRA 150W, 90 LED, 530mA (M-III, B3-U0-G3) 240V 6'35'FIXED 1 (1650)1650 1-1-1
COBRA 150W, 90 LED, 530mA (M-III, B3-U0-G3) 240V 6'35'FIXED 1 (1650)1650 1-1-2
COBRA 150W, 90 LED, 530mA (M-III, B3-U0-G3) 240V 6'35'FIXED 1 (1650)1650 1-1-3
1
2
3
5+86.0 40.5' RT
7+10.0 40.5' RT
8+59.0 40.5' RT
N
E
W
S
ILLUMINATION CONSTRUCTION NOTES
1 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL
ROADWAY LUMINAIRE POLE, LUMINAIRE ARM, LUMINAIRE,
AND ALL ASSOCIATED EQUIPMENT, CONDUIT, AND WIRING
PER LUMINAIRE SCHEDULE PER CITY OF FEDERAL WAY
STANDARD DWGS 3-39, 3-39A, 3-39B, AND 3-40. COMPLETE
WIRING PER WIRE NOTES.
2 CONNECT ILLUMINATION CONDUIT TO SERVICE CABINET,
SEE CONSTRUCTION NOTE 6 ON SHEET 20.
3 INSTALL STUBOUT FROM PULL BOX FOR FUTURE USE.
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT /
APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE
LATEST AMENDMENTS TO STANDARD SPECIFICATIONS,
SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY
GUIDELINES AND STANDARDS.
2.CONTRACTOR SHALL COORDINATE WITH POWER COMPANY
REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL
CONTACT THE POWER COMPANY (PSE) NEW SERVICES
ENGINEER AT (888)225-5773 FOR ALL COORDINATION WITH PSE
PRIOR TO INSTALLATION OF METER BASE.
3.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND
LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC
REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD. ALL
EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE
LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY.
4.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY
THE ENGINEER PRIOR TO EXCAVATION.
5.ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL
HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL
INSPECTION, LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL
BE SPOT WELDED AT TWO SEPARATE LOCATIONS.
6.NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL
NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER
BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS
EXCEEDS LISTED REQUIREMENTS, THE CONTRACTOR SHALL
INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE
ENGINEER.
7.ALL NEW PVC CONDUITS CONTAINING CONDUCTORS
SHALL CONTAIN GROUND WIRE SIZED TO MATCH THE
LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED
OTHERWISE IN THE WIRE NOTES). SPARE / EMPTY
CONDUIT SHALL CONTAIN DETECTABLE PULL TAPE AND
SHALL BE MARKED AS "CITY OF FEDERAL WAY"
CONDUIT.
8.ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT
UNDER ROADWAYS AND FOR POWER FEEDER USED
RIGID PVC SCH 80 CONDUIT.
9.COORDINATE ALL SIGNAL & ILLUMINATION WORK WITH
KING COUNTY MAINTENANCE
REPRESENTATIVE: MARK PARRETT AT (206)396-3763.
10.
SIGNALS/ILLUMINATION LEGEND
TYPE 1 JUNCTION BOX
TYPE 2 JUNCTION BOX
TYPE 8 JUNCTION BOX
CONDUIT
SIGNAL POLE WITH LED COBRA HEAD LUMINAIRE
STREET LIGHT ASSEMBLY
VEHICLE SIGNAL HEAD (THROUGH)
VEHICLE SIGNAL HEAD (TURN)
EMERGENCY VEHICLE PRE-EMPTION
SIGNAL POLE
TYPE PS POLE WITH PPB
SIGNAL CONTROLLER CABINET
ELECTRICAL SERVIECC CABINET
SIGN ON MAST ARM
UNINTERUBTABLE POWER SUPPLY (UPS)
WIRE NOTE
TEMPORARY VIDEO DETECTION CAMERA
LUMINAIRE NUMBER
PULL BOX
TYPE I SIGNAL POLE W/ PPB
SIGNAL POLE NUMBER
X
#
X
ILLUMINATION GENERAL NOTES:
SEE SIGNAL PLANS
INSTALL 1- TYPE 1 JUNCTION BOX
PER WSDOT STD. PLAN J-40.10-04
FOR INTERCONNECT CONDUIT
PULL BOX STA. 8+75.0, 43.5' RT MATCHLINE SEE SHEET 27WIRE NOTES
#RACEWAY/
CONDUIT SIZE CONDUCTORS
1
2
2"2-#8 (ILL)
COMMENTS
2"1- 6 PAIR(INT), 1-2CS (LOOP),1 FIBER
2"
2"
3 2"
2-#8 (ILL)
4 2"
2"
2"
1- 6 PAIR(INT),1 FIBER
2-#8 (ILL)
1- 6 2CS(LOOP)
1- 6 PAIR(INT), 1-2CS (LOOP),1 FIBER
3
5 2"
2"
2"
1- 6 PAIR(INT),1 FIBER
1- 6 2CS(LOOP)
1- 6 2CS(LOOP)6
7 2"
2"
1- 6 PAIR(INT),1 FIBER
2-#8 (ILL)
2"
2"
2"
2"
2"
2"
8 1- 6 PAIR(INT),1 FIBER
9 1- 6 PAIR(INT),1 FIBER
1- 6 PAIR(INT),1 FIBER
1 VERIZON FIBER
2-#8 (ILL)
1 VERIZON FIBER
10
11 2"1 VERIZON FIBER
2"1 VERIZON FIBER
12 2"2-#8 (ILL)
6.1'
2.5'
7.8'
9+00 10+00 11+00 12+00 13+00
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ILLUMINATION.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
R. PEREZ
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ILLUMINATION PLAN
STA 9+00 TO STA 13+00
204
27
46
85 % DESIGN
LUMINAIRE SCHEDULE
LUMINAIRE #STATION OFFSET LUMINAIRE TYPE LUMINAIRE
ARM
MOUNTING
HEIGHT BASE CIRCUIT #
(SERVICE #)
CITY LUMINAIRE
POLE #COMMENTS
COBRA 150W, 90 LED, 530mA (M-III, B3-U0-G3) 240V 6'35'FIXED 1 (1650)1650 1-1-3
COBRA 150W, 90 LED, 530mA (M-III, B3-U0-G3) 240V 6'35'FIXED 1 (1650)1650 1-1-5
COBRA 150w, 90led, 530mA (M-III, B3-U0-G 3)6'-0"35'-0"FIXED 1(1650)1650 1-1-6
4 10+08.0 40.5' RT
5 11+57.0 40.5' RT
020 20 40
GRAPHIC SCALE
10
N
E
W
S
ILLUMINATION CONSTRUCTION NOTES
1 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL
ROADWAY LUMINAIRE POLE, LUMINAIRE ARM, LUMINAIRE,
AND ALL ASSOCIATED EQUIPMENT, CONDUIT, AND WIRING
PER LUMINAIRE SCHEDULE PER CITY OF FEDERAL WAY
STANDARD DWGS 3-39, 3-39A, 3-39B, AND 3-40. COMPLETE
WIRING PER WIRE NOTES.
2 CONNECT ILLUMINATION CONDUIT TO SERVICE CABINET,
SEE CONSTRUCTION NOTE 6 ON SHEET 20.
3 INSTALL STUBOUT FROM PULL BOX FOR FUTURE USE.
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT /
APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE
LATEST AMENDMENTS TO STANDARD SPECIFICATIONS,
SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY
GUIDELINES AND STANDARDS.
2.CONTRACTOR SHALL COORDINATE WITH POWER COMPANY
REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL
CONTACT THE POWER COMPANY (PSE) NEW SERVICES
ENGINEER AT (888)225-5773 FOR ALL COORDINATION WITH PSE
PRIOR TO INSTALLATION OF METER BASE.
3.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND
LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC
REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD. ALL
EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE
LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY.
4.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY
THE ENGINEER PRIOR TO EXCAVATION.
5.ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL
HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL
INSPECTION, LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL
BE SPOT WELDED AT TWO SEPARATE LOCATIONS.
6.NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL
NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER
BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS
EXCEEDS LISTED REQUIREMENTS, THE CONTRACTOR SHALL
INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE
ENGINEER.
7.AN ELECTRICAL PERMIT FROM THE CITY OF FEDERAL
WAY BUILDING DEPARTMENT IS REQUIRED PRIOR TO
CONNECTION TO THE POWER SOURCE. CALL
(253)835-2607. THE ELECTRICAL PERMIT SHALL BE
KEPT IN THE UPPER BAY OF THE SERVICE CABINET.
UPON FINAL APPROVAL, THE ELECTRICAL
INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO
THE METER BASE, SO THAT ELECTRICAL SERVICE CAN
BE AUTHORIZED.
8. THE CONTRACTOR SHALL NOTIFY THE BUILDING
DEPARTMENT TO INSPECT THE UNDERGROUND
INSTALLATION OF THE SERVICE CONNECTION FROM THE
POWER SOURCE TO THE SERVICE CABINET.
9. COORDINATE ALL SIGNAL & ILLUMINATION WORK WITH
KING COUNTY MAINTENANCE
REPRESENTATIVE: MARK PARRETT AT (206)396-3763.
10.ALL NEW PVC CONDUITS CONTAINING CONDUCTORS
SHALL CONTAIN GROUND WIRE SIZED TO MATCH THE
LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED
OTHERWISE IN THE WIRE NOTES). SPARE / EMPTY
CONDUIT SHALL CONTAIN DETECTABLE PULL TAPE AND
SHALL BE MARKED AS "CITY OF FEDERAL WAY"
CONDUIT.
11.ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT
UNDER ROADWAYS AND FOR POWER FEEDER USED
RIGID PVC SCH 80 CONDUIT.
SIGNALS/ILLUMINATION LEGEND
TYPE 1 JUNCTION BOX
TYPE 2 JUNCTION BOX
TYPE 8 JUNCTION BOX
CONDUIT
SIGNAL POLE WITH LED COBRA HEAD LUMINAIRE
STREET LIGHT ASSEMBLY
VEHICLE SIGNAL HEAD (THROUGH)
VEHICLE SIGNAL HEAD (TURN)
EMERGENCY VEHICLE PRE-EMPTION
SIGNAL POLE
TYPE PS POLE WITH PPB
SIGNAL CONTROLLER CABINET
ELECTRICAL SERVIECC CABINET
SIGN ON MAST ARM
UNINTERUBTABLE POWER SUPPLY (UPS)
WIRE NOTE
TEMPORARY VIDEO DETECTION CAMERA
LUMINAIRE NUMBER
PULL BOX
TYPE I SIGNAL POLE W/ PPB
SIGNAL POLE NUMBER
X
#
X
ILLUMINATION GENERAL NOTES:
6 12+81.0 40.5' RT
INSTALL 1 TYPE 1 JUNCTION BOX
PER WSDOT STD, PLAN J-40.10-04
AND PULL 1-2CS CABLE THROUGH
NEW 2" CONDUIT. INSTALL ADVANCED
LOOP AT STA. 9+16.5 IN WESTBOUND
LANE PER CFW STD. DETAIL 3-44.
STA. 9+16.0, 36.7' RT.INSTALL TYPE 1 JUNCTION BOX
PER WSDOT STD. PLAN J-40.10-04
FOR INTERCONNECT PULL BOX
STA.11+75.0, 42.0' RT.MATCHLINE SEE SHEET 26MATCHLINE SEE SHEET 28WIRE NOTES
#RACEWAY/
CONDUIT SIZE CONDUCTORS
1
2
2"2-#8 (ILL)
COMMENTS
2"1- 6 PAIR(INT), 1-2CS (LOOP),1 FIBER
2"
2"
3 2"
2-#8 (ILL)
4 2"
2"
2"
1- 6 PAIR(INT),1 FIBER
2-#8 (ILL)
1- 6 2CS(LOOP)
1- 6 PAIR(INT), 1-2CS (LOOP),1 FIBER
3
5 2"
2"
2"
1- 6 PAIR(INT),1 FIBER
1- 6 2CS(LOOP)
1- 6 2CS(LOOP)6
7 2"
2"
1- 6 PAIR(INT),1 FIBER
2-#8 (ILL)
2"
2"
2"
2"
2"
2"
8 1- 6 PAIR(INT),1 FIBER
9 1- 6 PAIR(INT),1 FIBER
1- 6 PAIR(INT),1 FIBER
1 VERIZON FIBER
2-#8 (ILL)
1 VERIZON FIBER
10
11 2"1 VERIZON FIBER
2"1 VERIZON FIBER
12 2"2-#8 (ILL)
RELOCATE EXISTING VERIZON VAULT TO
PLANTER STRIP STA. 11+50.0, 38.0' RT .
EXTEND CONDUIT ENTERING FROM STREET
SIDE TO VAULT. EXISTING CONDUIT IN
SHOULDER IS IN CONFLICT WITH NEW STORM
DRAINAGE TO BE REMOVED. EXTEND NEW
CONDUIT TO JOINT TRENCH.
13+00
14+00
15+00
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ILLUMINATION.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERN EPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
R. PEREZ
D.WINKLER
LAKOTA M.S. SRTS PROJECT
ILLUMINATION PLAN
STA 13+00 TO STA 15+30
204
28
46
85 % DESIGNMATCHLINE SEE SHEET 27LUMINAIRE SCHEDULE
LUMINAIRE #STATION OFFSET LUMINAIRE TYPE LUMINAIRE
ARM MOUNTING HEIGHT BASE CIRCUIT #
(SERVICE #)CITY LUMINAIRE POLE #COMMENTS
COBRA 150W, 90 LED, 530mA (M-III, B3-U0-G3) 240V 6'35'FIXED 1 (1650)1650 1-1-7
COBRA 150W, 90 LED, 530mA (M-III, B3-U0-G3) 240V 6'35'FIXED 1 (1650)1650 1-1-8
7
8
14+00.3 40.5' RT
15+05.4 40.5' RT
020 20 40
GRAPHIC SCALE
10
N
E
W
S
ILLUMINATION CONSTRUCTION NOTES
1 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL
ROADWAY LUMINAIRE POLE, LUMINAIRE ARM, LUMINAIRE,
AND ALL ASSOCIATED EQUIPMENT, CONDUIT, AND WIRING
PER LUMINAIRE SCHEDULE PER CITY OF FEDERAL WAY
STANDARD DWGS 3-39, 3-39A, 3-39B, AND 3-40. COMPLETE
WIRING PER WIRE NOTES.
2 CONNECT ILLUMINATION CONDUIT TO SERVICE CABINET,
SEE CONSTRUCTION NOTE 6 ON SHEET 20.
3 INSTALL STUBOUT FROM PULL BOX FOR FUTURE USE.
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT /
APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE
LATEST AMENDMENTS TO STANDARD SPECIFICATIONS,
SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY
GUIDELINES AND STANDARDS.
2.CONTRACTOR SHALL COORDINATE WITH POWER COMPANY
REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL
CONTACT THE POWER COMPANY (PSE) NEW SERVICES
ENGINEER AT (888)225-5773 FOR ALL COORDINATION WITH PSE
PRIOR TO INSTALLATION OF METER BASE.
3.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND
LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC
REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD. ALL
EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE
LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY.
4.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY
THE ENGINEER PRIOR TO EXCAVATION.
5.ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL
HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL
INSPECTION, LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL
BE SPOT WELDED AT TWO SEPARATE LOCATIONS.
6.NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL
NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER
BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS
EXCEEDS LISTED REQUIREMENTS, THE CONTRACTOR SHALL
INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE
ENGINEER.
7.AN ELECTRICAL PERMIT FROM THE CITY OF FEDERAL
WAY BUILDING DEPARTMENT IS REQUIRED PRIOR TO
CONNECTION TO THE POWER SOURCE. CALL
(253)835-2607. THE ELECTRICAL PERMIT SHALL BE
KEPT IN THE UPPER BAY OF THE SERVICE CABINET.
UPON FINAL APPROVAL, THE ELECTRICAL
INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO
THE METER BASE, SO THAT ELECTRICAL SERVICE CAN
BE AUTHORIZED.
8. THE CONTRACTOR SHALL NOTIFY THE BUILDING
DEPARTMENT TO INSPECT THE UNDERGROUND
INSTALLATION OF THE SERVICE CONNECTION FROM THE
POWER SOURCE TO THE SERVICE CABINET.
9. COORDINATE ALL SIGNAL & ILLUMINATION WORK WITH
KING COUNTY MAINTENANCE
REPRESENTATIVE: MARK PARRETT AT (206)396-3763.
10.ALL NEW PVC CONDUITS CONTAINING CONDUCTORS
SHALL CONTAIN GROUND WIRE SIZED TO MATCH THE
LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED
OTHERWISE IN THE WIRE NOTES). SPARE / EMPTY
CONDUIT SHALL CONTAIN DETECTABLE PULL TAPE AND
SHALL BE MARKED AS "CITY OF FEDERAL WAY"
CONDUIT.
11.ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT
UNDER ROADWAYS AND FOR POWER FEEDER USED
RIGID PVC SCH 80 CONDUIT.
SIGNALS/ILLUMINATION LEGEND
TYPE 1 JUNCTION BOX
TYPE 2 JUNCTION BOX
TYPE 8 JUNCTION BOX
CONDUIT
SIGNAL POLE WITH LED COBRA HEAD LUMINAIRE
STREET LIGHT ASSEMBLY
VEHICLE SIGNAL HEAD (THROUGH)
VEHICLE SIGNAL HEAD (TURN)
EMERGENCY VEHICLE PRE-EMPTION
SIGNAL POLE
TYPE PS POLE WITH PPB
SIGNAL CONTROLLER CABINET
ELECTRICAL SERVIECC CABINET
SIGN ON MAST ARM
UNINTERUBTABLE POWER SUPPLY (UPS)
WIRE NOTE
TEMPORARY VIDEO DETECTION CAMERA
LUMINAIRE NUMBER
PULL BOX
TYPE I SIGNAL POLE W/ PPB
SIGNAL POLE NUMBER
X
#
X
ILLUMINATION GENERAL NOTES:
INSTALL TYPE 1 JUNCTION BOX
PER WSDOT STD. PLAN J-40.10-04
FOR INTERCONNECT PULL BOX
STA.14+75.0, 42.0' RT
INTERCEPT EXISTING CONDUIT FOR
INTERCONNECT AND OVERSET
TYPE 1 JUNCTION BOX PER
WSDOT STD. PLAN J-40.10-04.
PULL EXISTING 6- PAIR INTERCONNECT
CABLE OUT AND RETRAIN THROUGH
NEW CONDUIT BACK TO 21ST AVE SW
SIGNAL CONTROLLER CABINET.
KING COUNTY TO LAND INTERCONNECT.
STA. 15+19.5 42.5' RT
WIRE NOTES
#RACEWAY/
CONDUIT SIZE CONDUCTORS
1
2
2"2-#8 (ILL)
COMMENTS
2"1- 6 PAIR(INT), 1-2CS (LOOP),1 FIBER
2"
2"
3 2"
2-#8 (ILL)
4 2"
2"
2"
1- 6 PAIR(INT),1 FIBER
2-#8 (ILL)
1- 6 2CS(LOOP)
1- 6 PAIR(INT), 1-2CS (LOOP),1 FIBER
3
5 2"
2"
2"
1- 6 PAIR(INT),1 FIBER
1- 6 2CS(LOOP)
1- 6 2CS(LOOP)6
7 2"
2"
1- 6 PAIR(INT),1 FIBER
2-#8 (ILL)
2"
2"
2"
2"
2"
2"
8 1- 6 PAIR(INT),1 FIBER
9 1- 6 PAIR(INT),1 FIBER
1- 6 PAIR(INT),1 FIBER
1 VERIZON FIBER
2-#8 (ILL)
1 VERIZON FIBER
10
11 2"1 VERIZON FIBER
2"1 VERIZON FIBER
12 2"2-#8 (ILL)
INTERCEPT EXISTING VERIZON CONDUIT
AND RETRAIN CONDUIT TO NEW
CONDUIT RUN APPROX. STA. 15+25.0, 44.0' RT.
COORDINATE WITH VERIZON FOR CABLE REMOVAL
AND PULLING THROUGH NEW SYSTEM.
15.7'
10.5'
3.5'
DUMPSTER
NATION
+
S
I
G
N
A
L
4+955+00
6+00
7+00
8+00
386+
0
0
387+00 388+00
38
9
+
0
0
179+00MATCHLINE SEE SHEET 32DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ILLUMINATION.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
R. PEREZ
D.WINKLER
LAKOTA M.S. SRTS PROJECT
SIGNAL PLAN 1
----
204
29
46
85 % DESIGN
030 30 60
GRAPHIC SCALE
15 N
E
W
S
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT /
APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE
LATEST AMENDMENTS TO STANDARD SPECIFICATIONS,
SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY
GUIDELINES AND STANDARDS.
2.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND
LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC
REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD. ALL
EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE
LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY.
3.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY
THE ENGINEER PRIOR TO EXCAVATION.
4.ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL
HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL
INSPECTION, LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL
BE SPOT WELDED AT TWO SEPARATE LOCATIONS.
5.NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL
NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER
BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS
EXCEEDS LISTED REQUIREMENTS, THE CONTRACTOR SHALL
INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE
ENGINEER.
6. COORDINATE ALL SIGNAL & ILLUMINATION WORK WITH
KING COUNTY MAINTENANCE
REPRESENTATIVE: MARK PARRETT AT (206)396-3763.
7.ALL NEW PVC CONDUITS CONTAINING CONDUCTORS
SHALL CONTAIN GROUND WIRE SIZED TO MATCH THE
LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED
OTHERWISE IN THE WIRE NOTES). SPARE / EMPTY
CONDUIT SHALL CONTAIN DETECTABLE PULL TAPE AND
SHALL BE MARKED AS "CITY OF FEDERAL WAY"
CONDUIT.
8.ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT
UNDER ROADWAYS AND FOR POWER FEEDER USED
RIGID PVC SCH 80 CONDUIT.
SEE ILLUMINATION
PLANS
ABANDON NON-ADVANCE
LOOPS REMOVE ASSOCIATED LOOP
FEEDER CABLES BACK TO
SIGNAL CONTROLLER CABINET
ABANDON NON-ADVANCED
LOOPS REMOVE ASSOCIATED LOOP
FEEDER CABLES BACK TO
SIGNAL CONTROLLER CABINET
ABANDON LOOPS REMOVE LOOP
FEEDER CABLES BACK TO
SIGNAL CONTROLLER CABINET
ABANDON LOOP REMOVE LOOP
FEEDER CABLES BACK TO
SIGNAL CONTROLLER CABINET
ABANDON NON-ADVANCE
LOOPS REMOVE ASSOCIATED LOOP
FEEDER CABLES BACK TO
SIGNAL CONTROLLER CABINET
1
2
3
5
6
4
7
8
10
9
11
12
13
INSTALL SCHOOL ZONE FLASHING BEACON
PER DETAIL SHEET xx. STA. 386+37.7, 17.0' RT.
CONNECT TO NEW WSDOT TYPE 1 JUNCTION
BOX WITH 2" CONDUIT.
INSTALL 2" CONDUIT AND PULL 2 #12
AND 1-#8 GND THROUGH NEW CONDUIT
INSTALL NEW WSDOT TYPE 1
JUNCTION BOX STA. 386+39.7, 17.0' RT
PER WSDOT STANDARD PLAN J-40.10-04
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ILLUMINATION.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
R. PEREZ
D.WINKLER
LAKOTA M.S. SRTS PROJECT
SIGNAL NOTES
----
204
30
46
85 % DESIGN
SW DASH POINT ROAD AT 21ST AVE SW WIRE NOTES
Run No.Conduit Size
(inches)2CS (Loops)3CS (Pre-
emption)
2C (Pre-
emption Ind.
Lights)
5C (Signal
Heads)
5C (Ped Head
/ PPB)
#14
(Photocell)#8 Illum.#6 Power Remarks
1 2 1
2 1
3 4
4 2 1
5 2
2 1
6 2 1 1 1 1
2 2
2 Spare
7 2
2 1 1 1 2
2
3
2
2 Spare
8 2 1 1 4 1
2 2
2 Spare
9 2
3 1 1 4 2
2 2
2 Spare
10 2 1 1 2 1
2 2
2 Spare
11 2
3 2 2 6 3
2 2
2 Spare
12 2 1
2 2
13 3 10 1
3 2 2 6 3
2 2
2 Spare
14 2 1 1 2 2
2 Spare
15 3 10 1
3 2 2 6 3
2 2
2 Spare
16 2
3 2 2 3 4
2 Spare
22 Mast Arm 1 1 1
18 Mast Arm 1 1 2
19 Mast Arm 1 1
20 Mast Arm 1 1 1
REMOVE PEDESTRIAN PUSH BUTTONS AND FILL HOLE IN POLE
INSTALL 2 VIDEO DETECTION CAMERAS ON THE LUMINAIRE
MAST ARM. REMOVE PEDESTRIAN PUSH AND FILL HOLE IN POLE.
INSTALL 1 VIDEO DETECTION CAMERA ON THE LUMINAIRE
CONSTRUCTION NOTES:
1
1
1
Heads)
7C (Signal
211Mast Arm21
2
2
2
2
217 3 2 2
Spare
2
6 PR
(Interconnect)
1
1
1
1
1
3
#2 Power
23
2
2
Video
Detection
(VID)
4
4
1
3
1
2
2
#12+#8 GND
(School Zone)
2 + 1 GD
2 + 1 GD
2 + 1 GD
2 + 1 GD
2 + 1 GD
2 + 1 GD
2 + 1 GD
2 + 1 GD
2 + 1 GD
1
4 1
4 1
REMOVE PEDESTRIAN PUSH BUTTON AND FILL HOLE IN POLE
4 1
4 1
4 1
2
2
24 12
2 + 1 GD
MAST ARM. REMOVE AND REPLACE EXISTING PEDESTRIAN PUSH
BUTTON WITH APS PUSH BUTTON ORIENTED CORRECTLY FOR THE
APPROPRIATE CROSSWALK, PER WSDOT STD PLAN J-20.26-01
INSTALL 1 VIDEO DETECTION CAMERA ON THE LUMINAIRE
MAST ARM. REMOVE AND REPLACE EXISTING PEDESTRIAN PUSH
BUTTON WITH APS PUSH BUTTON ORIENTED CORRECTLY FOR THE
APPROPRIATE CROSSWALK, PER WSDOT STD PLAN J-20.26-01
1A 2 1
2 2
1
REMOVE PEDESTRIAN PUSH BUTTON AND FILL HOLE IN POLE
REMOVE PEDESTRIAN PUSH BUTTON AND FILL HOLE IN POLE
INSTALL NEW APS PUSH BUTTON ON TYPE PPB POLE PER WSDOT
STD. PLAN J-20.10-04, EXCEPT USE 2" CONDUIT, AND J-20.26.01.
ORIENTED CORRECTLY FOR THE APPROPRIATE CROSSWALK.
REMOVE EXISTING PUSH BUTTON FOR THIS CROSSING AND FILL
HOLES IN POLE
INSTALL NEW APS PUSH BUTTON ON TYPE PPB POLE PER WSDOT
STD. PLAN J-20.10-04, EXCEPT USE 2" CONDUIT, AND J-20.26.01.
ORIENTED CORRECTLY FOR THE APPROPRIATE CROSSWALK.
REMOVE EXISTING PUSH BUTTON FOR THIS CROSSING AND FILL
HOLES IN POLE
INSTALL NEW APS PUSH BUTTON ON TYPE PPB POLE PER WSDOT
STD. PLAN J-20.10-04, EXCEPT USE 2" CONDUIT, AND J-20.26.01.
ORIENTED CORRECTLY FOR THE APPROPRIATE CROSSWALK.
REMOVE EXISTING PUSH BUTTON FOR THIS CROSSING AND FILL
HOLES IN POLE
INSTALL NEW APS PUSH BUTTON ON TYPE PPB POLE PER WSDOT
STD. PLAN J-20.11-03, EXCEPT USE 2" CONDUIT, AND J-20.26.01.
ORIENTED CORRECTLY FOR THE APPROPRIATE CROSSWALK.
REMOVE EXISTING PUSH BUTTON FOR THIS CROSSING AND FILL
HOLES IN POLE
INSTALL NEW APS PUSH BUTTON ON TYPE PPB POLE PER WSDOT
STD. PLAN J-20.10-04, EXCEPT USE 2" CONDUIT, AND J-20.26.01.
ORIENTED CORRECTLY FOR THE APPROPRIATE CROSSWALK.
REMOVE EXISTING PUSH BUTTON FOR THIS CROSSING AND FILL
HOLES IN POLE
INSTALL NEW APS PUSH BUTTON ON TYPE PPB POLE PER WSDOT
STD. PLAN J-20.10-04, EXCEPT USE 2" CONDUIT, AND J-20.26.01.
ORIENTED CORRECTLY FOR THE APPROPRIATE CROSSWALK.
REMOVE EXISTING PUSH BUTTON FOR THIS CROSSING AND FILL
HOLES IN POLE
13
12
11
10
9
8
7
6
5
4
2
1
3
J-BOX TYPE 3
J-BOX TYPE 2
J-BOX TYPE 1
CONDUCTOR (SHIELDED)
CONDUCTOR
CS
C
LEGEND
PPB 68
PED HEAD 68
MAN
SIGNAL HEAD 21SIGNAL HEAD 22GRYCABINET
FUTURESPARE
R
O
G
B
W
BI DETECTOR CLIGHT CPREEMPTIONINDICATORSPARESPARESPARE
SPARE
Ø2 VEHICLE DETECTORS 511, 512
Ø2 VEHICLE DETECTORS 211,212,214
Ø4 VEHICLE DETECTORS 411, 412
Ø6 VEHICLE DETECTORS 611, 612, 614, 615
Ø6 COUNT DETECTOR 113
Ø2 COUNT DETECTOR 213
Ø4 COUNT DETECTOR 413
Ø2 COUNT DETECTOR 513
Ø6 COUNT DETECTOR 613
W
B
G
O
R
R
O
G
B
W
TERMINAL
CABINET
684
501
502
503
504
505
745
744
746
742
741
R
G
O
B
W
761
762
766
764
765
785
784
786
782
781
W
B
O
G
R
725
724
726
722
721
W
B
O
G
R
R
O
G
B
W
651
652
653
SPARE
656
616
SPARE
613
612
611
W
B
G
O
R
671
672
673
676
SPARE
SPARE
686
683
682
681 VEHICLE HEADSEMERGENCY PRE-EMPTIONPEDESTRIAN HEADS, DETECTIONHAND
GYR413211513512511212213411 62362261161261362161461511311211121441220-2CS, 4-3C, 17-5C, 2-6PR
MAN
HAND
PED HEAD 88
PPB 88 MANHANDPPB 29PED HEAD 29R
Y
G
SPARE
PREEMPTION
DETECTOR D
W
B
G
O
R
TERMINAL
CABINET
G
R
Y
SIGNAL HEAD 82 SIGNAL HEAD 81
Ø4
(FUTURE)
Ø
1
Ø2
(FUT
U
R
E)
Ø
5
Ø6
PED HEAD 28PPB 28HANDMANHAND
MAN
PED HEAD 49
PPB 49
PPB 48PED HEAD 48HANDMANINDICATOR
LIGHT B
PREEMPTION
DETECTOR B
Y
R
G
SIGNAL HEAD 83SIGNAL HEAD 42
G
R
Y
SPARE
SIGNAL HEAD 41
G
R
Y
SPAREYRGSIGNAL HEAD 61SPAREYRGSIGNAL HEAD 62SIGNAL HEAD 23GRYSPAREDETECTOR APREEMPTIONLIGHT AINDICATORMANPED HEAD 89616
SPARE
613
612
611
SPARE
CABINET
TERMINAL
R
O
G
B
W
W
B
G
O
R
R
O
G
B
W 814823822811812813821PPB 69PED HEAD 69MANHANDSERVICE
G
Ø8
GGSIGNAL HEAD 63GRYSPAREGYWb
BI
R
O
G
B
W
W
B
G
O
R
W
B
G
O
R
SPARE
SPARE
BI
Wb
681
686
W
B
G
O
R
R
O
G
B
W
641
642
643
644
646
681
682
683
686
R
O
G
B
W
621
622
623
SPARE
626
636
SPARE
633
632
631
R
O
G
B
W
R
G
O
B
W
Ø6 VEHICLE DETECTORS 621, 622
Ø8 VEHICLE DETECTORS 811, 812, 814
Ø6 COUNT DETECTOR 623
Ø8 COUNT DETECTOR 813
1-2C
S
1-2C
S
6
-
2
C
S
P
1-
5
C
2-#8
5-2CS, 1-3C,
6
-
5
C
6-2CS,
2-3C,
9-5C
2-#
8
,
2
-
#
6
2-#8
3-
#
1
4
3-5C
1-3C,
1-2CS,
812
811
931
932
972
97113-2CS
,
2
-3C
,
10
-5C
,
1
-6PR
6-6CS, 2-3C, 7-5C, 1-6PR 2-#8, 2-#612-2CS, 2-3C, 10-5C2-#85-2CS, 1-3C, 3-5C, 1-6PR 1-2CS, 1-3C,4-5C1-2CS,4-2CS, 1-5C
,
1
-
6
P
R
1-6P
R,
1-
2
C
S
4-2CS 1-5C2-#81-3C,2-5CP PHOTOCELL
2-#8
1-5C
1-2CS, 1-3C, 5-5C
1
-
2
C
S
4-2CS2-#6
2-#8, 3-#14,2 #6
4-#8, 3-#14, 2#6
2-2CS INTERCONNECT2-
#
8
,3-#21-6P
R
Ø8 COUNT DETECTOR 823
Ø8 VEHICLE DETECTORS 821, 822
1-6PR
CONDUCTORS FOR FUTURE Ø1+Ø5 WILL
BE INSTALLED BUT NOT TERMINATED.
TERMINAL
FUTUREFUTUREWbWbFUTUREWbFUTUREFUTURE FUTUREFUTURE852
851
Ø6 VEHICLE DETECTORS 111, 112
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ILLUMINATION.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
R. PEREZ
D.WINKLER
LAKOTA M.S. SRTS PROJECT
WIRING DAIGRAM
SW DASH POINT ROAD AT 21ST AVE SW
204
31
46
85 % DESIGN
865B
866W
1
1
11
11
1
884W
883B
983B
984W
559
558
557
556
562
561
560
554
555
553
551
552
982W
981B
963B
964W
881B
882W
864W
863B
682
683 682Wb683BI666WB663G662O661R765W764B766O762G761R3
6
623
622
621
626
666
663
662
661
782G786O784B785W583BI581O582Y513W512B626WB623G622O621R661R662O663GB666W661R662O663GB666W4
646W
644B
643G
642O
641R
646W
B
643G
642O
641R 681R
682O
683G
684B
686W
518B
519W591Y
590O
592BI
B744W745G742R741O746781R
782G
786O
784B
785W
725W724B726O722G721R7
2
681R
682O
683G
686W
684B
Y585
O584
BI586
B
W686
G683
O682
R681 721R722G726O724B725WO786
R781
G782
W785
B784
5
512B
961B
962W
951B
952W
941B
942W
921B
922W
912W
911B
861B
862W
842W
841B
822W
821B
824W
823B
662O
661R
663G B
666W
646W
B
643G
641R
642O
591Y
590O
592BI
588Y
587O
589BI
585Y
584O
586BI
R621O622G623W626BBI589O587Y588B516W517B
626W
623G
622O
621RBW626G623O622R6211
583BI
515W
516B
517W
518B
519W
581O
582Y
514B
513W
765W
764B
766O
762G
761R
1-6P
R,
1-
2
C
S,
2-
#
1
2
+
G
N
D
1-2CS, 1-5C
,
1
-
6
P
R
,
2
-
#
1
2
+
G
N
D
2-2CS, 1-3C, 3-5C, 1-6PR, 2-#12+GND
3-2CS, 2-3C, 7-5C, 1-6PR, 2-#12+GND1-2CS, 2-#12+GND1
-
2
C
S
,
2
-
#
1
2
+
G
N
D
1-2CS, 1-3C, 5-5C
,
2
-
V
I
D
2-2CS, 1-3C,
6
-
5
C
,
2
-
V
I
D
,
2
-
#
1
2
+
G
N
D
3-2CS,
2-3C,
9-5C,
3-VID,
2-#12+GND
3-5C
1-3C,
1-2CS,
1-VID
4-2CS, 2-3C, 10-5C,4-VID, 2-#12+GND1-
5
C
,
1-
V
I
D
4-2CS
,
2
-3C
,
10
-5C
,
1
-6PR
,
4
-V
ID
,
2
-#12+GND
7-2CS, 4-3C, 17-5C, 2-6PR, 4-VID, 4#12+GNDS
3-#12
5
684 B
W686
G683
O682
R681
LIGHT D
INDICATOR
B514
W515
1-6PR, 1-2CS
4-#
8
,
2
-
#
6
4-#8, 2-#62-#8
177+00
178+00
179
+
0
0
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ILLUMINATION.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
R. PEREZ
D.WINKLER
LAKOTA M.S. SRTS PROJECT
FLASHING BEACON-2
----
204
32
46
85 % DESIGN
INTERCEPT EXISTING CONDUIT STA. 476.54.4, 19.1 RT
AND OVERSET INTERCEPT POINT WITH A NEW WSDOT
TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10-04.
INSTALL SCHOOL ZONE FLASHING BEACON
PER DETAIL SHEET xx, STA. 176+52.9, 19.5 RT.
CONNECT TO NEW WSDOT TYPE 1 JUNCTION
BOX WITH 2" CONDUIT.
030 30 60
GRAPHIC SCALE
15 N
E
W
S
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT /
APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE
LATEST AMENDMENTS TO STANDARD SPECIFICATIONS,
SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY
GUIDELINES AND STANDARDS.
2.CONTRACTOR SHALL COORDINATE WITH POWER COMPANY
REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL
CONTACT THE POWER COMPANY (PSE) NEW SERVICES
ENGINEER AT (888)225-5773 FOR ALL COORDINATION WITH PSE
PRIOR TO INSTALLATION OF METER BASE.
3.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND
LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC
REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD. ALL
EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE
LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY.
4.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY
THE ENGINEER PRIOR TO EXCAVATION.
5.ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL
HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL
INSPECTION, LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL
BE SPOT WELDED AT TWO SEPARATE LOCATIONS.
6.NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL
NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER
BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS
EXCEEDS LISTED REQUIREMENTS, THE CONTRACTOR SHALL
INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE
ENGINEER.
7.AN ELECTRICAL PERMIT FROM THE CITY OF FEDERAL
WAY BUILDING DEPARTMENT IS REQUIRED PRIOR TO
CONNECTION TO THE POWER SOURCE. CALL
(253)835-2607. THE ELECTRICAL PERMIT SHALL BE
KEPT IN THE UPPER BAY OF THE SERVICE CABINET.
UPON FINAL APPROVAL, THE ELECTRICAL
INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO
THE METER BASE, SO THAT ELECTRICAL SERVICE CAN
BE AUTHORIZED.
8. THE CONTRACTOR SHALL NOTIFY THE BUILDING
DEPARTMENT TO INSPECT THE UNDERGROUND
INSTALLATION OF THE SERVICE CONNECTION FROM THE
POWER SOURCE TO THE SERVICE CABINET.
9. COORDINATE ALL SIGNAL & ILLUMINATION WORK WITH
KING COUNTY MAINTENANCE
REPRESENTATIVE: MARK PARRETT AT (206)396-3763.
10.ALL NEW PVC CONDUITS CONTAINING CONDUCTORS
SHALL CONTAIN GROUND WIRE SIZED TO MATCH THE
LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED
OTHERWISE IN THE WIRE NOTES). SPARE / EMPTY
CONDUIT SHALL CONTAIN DETECTABLE PULL TAPE AND
SHALL BE MARKED AS "CITY OF FEDERAL WAY"
CONDUIT.
11.ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT
UNDER ROADWAYS AND FOR POWER FEEDER USED
RIGID PVC SCH 80 CONDUIT.MATCHLINE SEE SHEET 29
17+0
0
18+0
0
19+
0
0
20+
0
0
21+
0
0
22+
0
0
543
+
0
0
544
+
0
0
545
+
0
0
546
+
0
0
547
+
0
0
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ILLUMINATION.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
R. PEREZ
D.WINKLER
LAKOTA M.S. SRTS PROJECT
SIGNAL PLAN 2
----
204
33
46
85 % DESIGN
030 30 60
GRAPHIC SCALE
15 N
E
W
S
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT /
APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE
LATEST AMENDMENTS TO STANDARD SPECIFICATIONS,
SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY
GUIDELINES AND STANDARDS.
2.CONTRACTOR SHALL COORDINATE WITH POWER COMPANY
REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL
CONTACT THE POWER COMPANY (PSE) NEW SERVICES
ENGINEER AT (888)225-5773 FOR ALL COORDINATION WITH PSE
PRIOR TO INSTALLATION OF METER BASE.
3.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND
LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC
REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD. ALL
EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE
LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY.
4.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY
THE ENGINEER PRIOR TO EXCAVATION.
5.ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL
HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL
INSPECTION, LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL
BE SPOT WELDED AT TWO SEPARATE LOCATIONS.
6.NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL
NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER
BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS
EXCEEDS LISTED REQUIREMENTS, THE CONTRACTOR SHALL
INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE
ENGINEER.
7.AN ELECTRICAL PERMIT FROM THE CITY OF FEDERAL
WAY BUILDING DEPARTMENT IS REQUIRED PRIOR TO
CONNECTION TO THE POWER SOURCE. CALL
(253)835-2607. THE ELECTRICAL PERMIT SHALL BE
KEPT IN THE UPPER BAY OF THE SERVICE CABINET.
UPON FINAL APPROVAL, THE ELECTRICAL
INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO
THE METER BASE, SO THAT ELECTRICAL SERVICE CAN
BE AUTHORIZED.
8. THE CONTRACTOR SHALL NOTIFY THE BUILDING
DEPARTMENT TO INSPECT THE UNDERGROUND
INSTALLATION OF THE SERVICE CONNECTION FROM THE
POWER SOURCE TO THE SERVICE CABINET.
9. COORDINATE ALL SIGNAL & ILLUMINATION WORK WITH
KING COUNTY MAINTENANCE
REPRESENTATIVE: MARK PARRETT AT (206)396-3763.
10.ALL NEW PVC CONDUITS CONTAINING CONDUCTORS
SHALL CONTAIN GROUND WIRE SIZED TO MATCH THE
LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED
OTHERWISE IN THE WIRE NOTES). SPARE / EMPTY
CONDUIT SHALL CONTAIN DETECTABLE PULL TAPE AND
SHALL BE MARKED AS "CITY OF FEDERAL WAY"
CONDUIT.
11.ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT
UNDER ROADWAYS AND FOR POWER FEEDER USED
RIGID PVC SCH 80 CONDUIT.
PULL 4-#12 AND 2-#8 GND
THROUGH EXISTING CONDUIT
FROM CABINET
PULL 4-#12 AND 2-#8 GND
THROUGH EXISTING CONDUIT
PULL 2-#12 AND 1-#8 GND
THROUGH EXISTING CONDUIT
PULL 2-#12 AND 1-#8 GND
THROUGH EXISTING CONDUIT
PULL 2-#12 AND 1-#8 GND
THROUGH EXISTING CONDUIT
PULL 2-#12 AND 1-#8 GND
THROUGH EXISTING CONDUIT
PULL 2-#12 AND 1-#8 GND
THROUGH EXISTING CONDUIT
PULL 2-#12 AND 1-#8 GND
THROUGH EXISTING CONDUITMATCHLINE SEE SHEET 34INSTALL 2" CONDUIT AND PULL 2 #12
AND 1-#8 GND THROUGH NEW CONDUIT
INSTALL NEW WSDOT TYPE 1
JUNCTION BOX, STA. 21+40.1,
22.0' RT. PER WSDOT
STANDARD PLAN J-40.10-04
INSTALL SCHOOL ZONE FLASHING BEACON
PER DETAIL SHEET xx, STA. 21+42.3, 22.3' RT.
CONNECT TO NEW WSDOT TYPE 1 JUNCTION
BOX WITH 2" CONDUIT.
540+00
541+00
542+
0
0
543
+
0
0
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ILLUMINATION.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E RT M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
R. PEREZ
D.WINKLER
LAKOTA M.S. SRTS PROJECT
FLASHING BEACON-3
----
204
34
46
85 % DESIGN
INSTALL 2" CONDUIT AND PULL 2 #12
AND 1-#8 GND THROUGH NEW CONDUIT
INSTALL NEW WSDOT TYPE 1
JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04,
STA. 541+84.7, 66.2' RT.
INSTALL NEW WSDOT TYPE 1
JUNCTION BOX STA. 540+41.1,
23.2' RT, PER WSDOT
STANDARD PLAN J-40.10-04
IN ISLAND PER DETAIL THIS
SHEET.
INSTALL SCHOOL ZONE FLASHING BEACON
PER DETAIL SHEET xx, AND ISLAND DETAIL
THIS SHEET, STA. 540+39.06, 24.53' RT.
CONNECT TO NEW WSDOT TYPE 1
JUNCTION BOX WITH 2" CONDUIT.
030 30 60
GRAPHIC SCALE
15 N
E
W
S
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT /
APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE
LATEST AMENDMENTS TO STANDARD SPECIFICATIONS,
SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY
GUIDELINES AND STANDARDS.
2.CONTRACTOR SHALL COORDINATE WITH POWER COMPANY
REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL
CONTACT THE POWER COMPANY (PSE) NEW SERVICES
ENGINEER AT (888)225-5773 FOR ALL COORDINATION WITH PSE
PRIOR TO INSTALLATION OF METER BASE.
3.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND
LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC
REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD. ALL
EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE
LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY.
4.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY
THE ENGINEER PRIOR TO EXCAVATION.
5.ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL
HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL
INSPECTION, LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL
BE SPOT WELDED AT TWO SEPARATE LOCATIONS.
6.NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL
NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER
BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS
EXCEEDS LISTED REQUIREMENTS, THE CONTRACTOR SHALL
INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE
ENGINEER.
7.AN ELECTRICAL PERMIT FROM THE CITY OF FEDERAL
WAY BUILDING DEPARTMENT IS REQUIRED PRIOR TO
CONNECTION TO THE POWER SOURCE. CALL
(253)835-2607. THE ELECTRICAL PERMIT SHALL BE
KEPT IN THE UPPER BAY OF THE SERVICE CABINET.
UPON FINAL APPROVAL, THE ELECTRICAL
INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO
THE METER BASE, SO THAT ELECTRICAL SERVICE CAN
BE AUTHORIZED.
8. THE CONTRACTOR SHALL NOTIFY THE BUILDING
DEPARTMENT TO INSPECT THE UNDERGROUND
INSTALLATION OF THE SERVICE CONNECTION FROM THE
POWER SOURCE TO THE SERVICE CABINET.
9. COORDINATE ALL SIGNAL & ILLUMINATION WORK WITH
KING COUNTY MAINTENANCE
REPRESENTATIVE: MARK PARRETT AT (206)396-3763.
10.ALL NEW PVC CONDUITS CONTAINING CONDUCTORS
SHALL CONTAIN GROUND WIRE SIZED TO MATCH THE
LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED
OTHERWISE IN THE WIRE NOTES). SPARE / EMPTY
CONDUIT SHALL CONTAIN DETECTABLE PULL TAPE AND
SHALL BE MARKED AS "CITY OF FEDERAL WAY"
CONDUIT.
11.ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT
UNDER ROADWAYS AND FOR POWER FEEDER USED
RIGID PVC SCH 80 CONDUIT.MATCHL
INE
SEE
SHEET
3
3
PULL 2 #12AND 1-#8 GND THROUGH
EXISTING CONDUIT
INSTALL 2" CONDUIT AND PULL 2 #12
AND 1-#8 GND THROUGH NEW CONDUIT
PUSH OR BORE UNDER ROADWAY.
NO OPEN CUT
PUSH OR BORE UNDER SIDEWALK AND PAVEMENT
TO NEW ISLAND. MINIMUM DEPTH
EXISTING CONDUIT
SEE DETAIL FOR ISLAND THIS SHEET 2.54'2.19'RADIUS = 2.0'.
RADIUS = 2.0'.
2.18'4.16'4.51'6.16'
FACE OF CURB.
EDGE OF PAVEMENT
1'EXTRUDED CURB TYPE 6
PER WSDOT STD PLAN
F10.42-00_E.FILL ISLAND WITH 2"
COMMERCIAL HMA
OVER 4" CSTC.
STA. 540+42.63, 26.19' RT
SCHOOL ZONE FLASHING BEACON ISLAND DETAIL
SB410 12" LED ROUND
WARNING BEACON
WITH 24" BACKPLATE
BY RTC OR CARMANAH OR
APPROVED EQUAL
S5-1
24"X48"
AP22 CONTROLLER BY
RTC OR R829-G
CONTROLLER CARMANAH (OR
APPROVED EQUAL).
MOUNTED BEHIND SIGN
OR ABOVE TOP FLASHER
10-FOOT MINIMUM
MOUNTING HEIGHT
SB410 12" LED ROUND
WARNING BEACON
WITH 24" BACKPLATE
BY RTC OR CARMANAH OR
APPROVED EQUAL
FLASHER
SHALL BE
CLEAR OF
SIDEWALK
PELCO OR APPROVED
EQUAL BREAKAWAY
BASE SYSTEM
EXISTING GRADE
'
1.5" PVC
CONDUIT
24" DIA
13"
1"X20" LONG ANCHOR
BOLTS WITH 3" HOOK
BOLTS SHALL BE
DIPPED GALVANIZED
#4 HORIZONTAL REBAR
- 4 EACH
#4 HORIZONTAL REBAR
- 5 EACH
BASE SHALL BE
FLUSH WITH GRADE
36"5 @ 8" SPACING
NOTES:
1.TOP OF POLE FOUNDATION BASE SHALL BE FLUSH WITH GRADE.
2.FOR FOUNDATIONS BEHIND SIDEWALK, THE CONDUIT SHALL EXIT
THE FOUNDATION PARALLEL TO EDGE OF SIDEWALK, NOT UNDER
SIDEWALK.
3.FOR FOUNDATIONS BEHIND SIDEWALK, PROVIDE 3'x3' CONCRETE
PAD, EXCEPT RRFB FOUNDATION AT CURB AT BACK OF RAMP MUST
BE LOCATED TO ALLOW FOR ADA ACCESS.
4.FOR BACKFILL AND COMPACTION REQUIREMENTS, SEE SPECIAL
PROVISIONS
FLASHING SCHOOL ZONE SIGN POLE FOUNDATION DETAIL
FLASHING SCHOOL ZONE SIGN ASSEMBLY DETAIL
SIDE VIEW
NTS
1"
2-1/2" CLR
2-1/2" CLR2" CLR2" CLRDRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\ILLUMINATION.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
S.ALIZAI
J.MULKEY
R. PEREZ
D.WINKLER
LAKOTA M.S. SRTS PROJECT
SIGNAL DETAILS
----
204
35
46
85 % DESIGN
18"MIN
1.5" PVC
CONDUIT
ROADWAY AREAS PER
TYPICAL SECTIONS AND
ROADWAY PLANS
CEMENT CONCRETE SIDEWALK, DRIVEWAYS,
PARKING AND PLANTED AREAS PER TYPICAL
SECTIONS AND ROADWAY PLANS
"FRANCHISE UTILITY TRENCH" MAXIMUM PAY LIMITS = NEAT LINE WIDTH INCLUDING
SWEEPS
DEFLECT JOINTS OR PROVIDE
FITTINGS/BENDS/SWEEPS AS
REQUIRED BY THE FRANCHISE
UTILITIES
WHERE JUT CROSSES CITY
WATER MAIN, JUT SHALL
CROSS BELOW MAIN.
JUT GENERAL NOTES:
1.CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION, LAYOUT,
SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL, AND RESTORATION
FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE THE RELOCATION.
CONTRACTOR SHALL INSTALL UTILITY FURNISHED CONDUITS FOR THE CITY AND
VERIZON PER THEIR RESPECTIVE PLANS. APPROXIMATE LOCATIONS OF EACH
UTILITIES' CONDUITS WITHIN THE JOINT TRENCH ARE SHOWN ON THESE PLANS.
CONTRACTOR SHALL INSTALL UTILITY-FURNISHED HANDHOLES AND VAULTS AND
MAKE REQUIRED CONNECTIONS TO CONDUITS PER THE UTILITY COMPANIES'
RESPECTIVE PLANS. UTILITY COMPANIES ARE RESPONSIBLE FOR WIRING AND
CONVERSION OF THEIR RESPECTIVE UTILITIES.
2.THE JOINT UTILITY TRENCH LAYOUT, SWEEPS, VAULTS, AND OTHER FEATURES
SHOWN ARE APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY
REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. THE
CONTRACTOR SHALL SEQUENCE CONSTRUCTION AND REROUTE THE UTILITY
TRENCH AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED
UTILITIES AND OTHER FACILITIES.
3.ALL CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY
THE CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF
THE FRANCHISE UTILITIES.
4.CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS AND
SECTIONS, SEE THIS SHEET. ADJUST THE HORIZONTAL ALIGNMENT AND VERTICAL
PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED
UTILITIES AND ROADWAY FEATURES. THE CONTRACTOR SHALL VERTICALLY
TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS
PER THE FRANCHISE UTILITY REQUIREMENTS.
5.WORK SHALL BE SEQUENCED TO ALLOW CONTINUED OPERATION OF ALL EXISTING
UNDERGROUND AND OVERHEAD UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE
NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS, AND FULLY
OPERATIONAL, CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND
EXISTING UTILITY STRUCTURES NO LONGER IN USE.
6.CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN.
7.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE PLANS IS
APPROXIMATE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
THEIR EXACT LOCATION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY
COMPANIES, AS NOT ALL UTILITIES MAY BE SHOWN ON THE PLANS.
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••15.7'
10.5'
3.5'
7'
7'
12.5'
12.7'
7'
15'R3
R3
2.27
'
4+955+00
6+00
7+00
8+00 9+00
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
SIGNING & PAVEMENT MARKINGS PLAN
STA 4+35 TO STA 09+00
204
36
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Paving & Channelization Design.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
020 20 40
GRAPHIC SCALE
10 N
E
W
S
PAVEMENT MARKING GENERAL NOTES
1)CONTRACTOR SHALL REMOVE ALL CONFLICTING EXISTING
CHANNELIZATION.
PAVEMENT MARKING CONSTRUCTION NOTES
1 4" WHITE EDGE LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-17.
2 4" DOUBLE YELLOW CENTERLINE (PROFILED PLASTIC TYPE D MMA WITH
BI-DIRECTIONAL RPM TYPE 2) PER CFW STANDARD DETAIL 3-17.
3 WHITE BICYCLE LANE SYMBOL (PAINTED), PER WSDOT STD PLAN M-9.50.
4 WHITE CROSSWALK (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
5 WHITE 18" STOP LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
SIGN GENERAL NOTES
1)RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW
STANDARD DETAIL 3-51.
2)OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED.
3)ALL SIGN COLORS SHALL BE APPROVED BY THE CITY BEFORE
INSTALLATION.
4)SIGNS INSTALLED INSTALLED AS PART OF TRAFFIC EQUIPMENT (I.E. ON
SIGNAL POLES, RRFB, ELECTRONIC SPEED SIGN, FLASHING SCHOOL ZONE
SIGN, ETC.) ARE INCLUDED AS A PART OF THOSE RESPECTIVE TRAFFIC BID
ITEMS. THEY MAY BE SHOWN ON THE SIGN PLANS AND/OR IN THE SIGN
SCHEDULE FOR REFERENCE ONLY.
SIGN NO SIGN CODE DESCRIPTION STATION OFFSET NOTESMATCHLINE SEE SHEET 37NOT COMPLETE
6.1'
2.5'
7.8'
7'
15'
9+00 10+00 11+00 12+00 13+00
SIGN NO SIGN CODE DESCRIPTION STATION OFFSET NOTES
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
SIGNING & PAVEMENT MARKING PLAN
STA 09+00 TO STA 13+00
204
37
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Paving & Channelization Design.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
020 20 40
GRAPHIC SCALE
10 N
E
W
S
PAVEMENT MARKING GENERAL NOTES
1)CONTRACTOR SHALL REMOVE ALL CONFLICTING EXISTING
CHANNELIZATION.
PAVEMENT MARKING CONSTRUCTION NOTES
1 4" WHITE EDGE LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-17.
2 4" DOUBLE YELLOW CENTERLINE (PROFILED PLASTIC TYPE D MMA WITH
BI-DIRECTIONAL RPM TYPE 2) PER CFW STANDARD DETAIL 3-17.
3 WHITE BICYCLE LANE SYMBOL (PAINTED), PER WSDOT STD PLAN M-9.50.
4 WHITE CROSSWALK (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
5 WHITE 18" STOP LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
SIGN GENERAL NOTES
1)RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW
STANDARD DETAIL 3-51.
2)OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED.
3)ALL SIGN COLORS SHALL BE APPROVED BY THE CITY BEFORE
INSTALLATION.
4)SIGNS INSTALLED INSTALLED AS PART OF TRAFFIC EQUIPMENT (I.E. ON
SIGNAL POLES, RRFB, ELECTRONIC SPEED SIGN, FLASHING SCHOOL ZONE
SIGN, ETC.) ARE INCLUDED AS A PART OF THOSE RESPECTIVE TRAFFIC BID
ITEMS. THEY MAY BE SHOWN ON THE SIGN PLANS AND/OR IN THE SIGN
SCHEDULE FOR REFERENCE ONLY.MATCHLINE SEE SHEET 38MATCHLINE SEE SHEET 36NOT COMPLETE
5'
11'
5'
11'
11'
5'
11'
12'
11'
14'
11'
5'
11'
12'
11'
11'
13+00
14+00
15+00
16+00
17+0
0
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
SIGNING & PAVEMENT MARKING PLAN
STA 13+00 TO STA 17+00
204
38
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Paving & Channelization Design.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
PAVEMENT MARKING GENERAL NOTES
1)CONTRACTOR SHALL REMOVE ALL CONFLICTING EXISTING
CHANNELIZATION.
PAVEMENT MARKING CONSTRUCTION NOTES
1 4" WHITE EDGE LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-17.
2 4" DOUBLE YELLOW CENTERLINE (PROFILED PLASTIC TYPE D MMA WITH
BI-DIRECTIONAL RPM TYPE 2) PER CFW STANDARD DETAIL 3-17.
3 WHITE BICYCLE LANE SYMBOL (PAINTED), PER WSDOT STD PLAN M-9.50.
4 WHITE CROSSWALK (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
5 WHITE 18" STOP LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
SIGN GENERAL NOTES
1)RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW
STANDARD DETAIL 3-51.
2)OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED.
3)ALL SIGN COLORS SHALL BE APPROVED BY THE CITY BEFORE
INSTALLATION.
4)SIGNS INSTALLED INSTALLED AS PART OF TRAFFIC EQUIPMENT (I.E. ON
SIGNAL POLES, RRFB, ELECTRONIC SPEED SIGN, FLASHING SCHOOL ZONE
SIGN, ETC.) ARE INCLUDED AS A PART OF THOSE RESPECTIVE TRAFFIC BID
ITEMS. THEY MAY BE SHOWN ON THE SIGN PLANS AND/OR IN THE SIGN
SCHEDULE FOR REFERENCE ONLY.
PAVEMENT MARKING GENERAL NOTES
1)CONTRACTOR SHALL REMOVE ALL CONFLICTING EXISTING
CHANNELIZATION.
PAVEMENT MARKING CONSTRUCTION NOTES
1 4" WHITE EDGE LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-17.
2 4" DOUBLE YELLOW CENTERLINE (PROFILED PLASTIC TYPE D MMA WITH
BI-DIRECTIONAL RPM TYPE 2) PER CFW STANDARD DETAIL 3-17.
3 WHITE BICYCLE LANE SYMBOL (PAINTED), PER WSDOT STD PLAN M-9.50.
4 WHITE CROSSWALK (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
5 WHITE 18" STOP LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
SIGN GENERAL NOTES
1)RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW
STANDARD DETAIL 3-51.
2)OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED.
3)ALL SIGN COLORS SHALL BE APPROVED BY THE CITY BEFORE
INSTALLATION.
4)SIGNS INSTALLED INSTALLED AS PART OF TRAFFIC EQUIPMENT (I.E. ON
SIGNAL POLES, RRFB, ELECTRONIC SPEED SIGN, FLASHING SCHOOL ZONE
SIGN, ETC.) ARE INCLUDED AS A PART OF THOSE RESPECTIVE TRAFFIC BID
ITEMS. THEY MAY BE SHOWN ON THE SIGN PLANS AND/OR IN THE SIGN
SCHEDULE FOR REFERENCE ONLY.
020 20 40
GRAPHIC SCALE
10 N
E
W
S
PAVEMENT MARKING GENERAL NOTES
1)CONTRACTOR SHALL REMOVE ALL CONFLICTING EXISTING
CHANNELIZATION.
PAVEMENT MARKING CONSTRUCTION NOTES
1 4" WHITE EDGE LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-17.
2 4" DOUBLE YELLOW CENTERLINE (PROFILED PLASTIC TYPE D MMA WITH
BI-DIRECTIONAL RPM TYPE 2) PER CFW STANDARD DETAIL 3-17.
3 WHITE BICYCLE LANE SYMBOL (PAINTED), PER WSDOT STD PLAN M-9.50.
4 WHITE CROSSWALK (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
5 WHITE 18" STOP LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
SIGN GENERAL NOTES
1)RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW
STANDARD DETAIL 3-51.
2)OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED.
3)ALL SIGN COLORS SHALL BE APPROVED BY THE CITY BEFORE
INSTALLATION.
4)SIGNS INSTALLED INSTALLED AS PART OF TRAFFIC EQUIPMENT (I.E. ON
SIGNAL POLES, RRFB, ELECTRONIC SPEED SIGN, FLASHING SCHOOL ZONE
SIGN, ETC.) ARE INCLUDED AS A PART OF THOSE RESPECTIVE TRAFFIC BID
ITEMS. THEY MAY BE SHOWN ON THE SIGN PLANS AND/OR IN THE SIGN
SCHEDULE FOR REFERENCE ONLY.
SIGN NO SIGN CODE DESCRIPTION STATION OFFSET NOTESMATCHLINE SEE SHEET 37MATCHLINE SEE SHEET 39NOT COMPLETE
18+00
19+00
20+00
21+00
22+00
PAVEMENT MARKING GENERAL NOTES
1)CONTRACTOR SHALL REMOVE ALL CONFLICTING EXISTING
CHANNELIZATION.
PAVEMENT MARKING CONSTRUCTION NOTES
1 4" WHITE EDGE LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-17.
2 4" DOUBLE YELLOW CENTERLINE (PROFILED PLASTIC TYPE D MMA WITH
BI-DIRECTIONAL RPM TYPE 2) PER CFW STANDARD DETAIL 3-17.
3 WHITE BICYCLE LANE SYMBOL (PAINTED), PER WSDOT STD PLAN M-9.50.
4 WHITE CROSSWALK (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
5 WHITE 18" STOP LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
SIGN GENERAL NOTES
1)RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW
STANDARD DETAIL 3-51.
2)OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED.
3)ALL SIGN COLORS SHALL BE APPROVED BY THE CITY BEFORE
INSTALLATION.
4)SIGNS INSTALLED INSTALLED AS PART OF TRAFFIC EQUIPMENT (I.E. ON
SIGNAL POLES, RRFB, ELECTRONIC SPEED SIGN, FLASHING SCHOOL ZONE
SIGN, ETC.) ARE INCLUDED AS A PART OF THOSE RESPECTIVE TRAFFIC BID
ITEMS. THEY MAY BE SHOWN ON THE SIGN PLANS AND/OR IN THE SIGN
SCHEDULE FOR REFERENCE ONLY.
SIGN NO SIGN CODE DESCRIPTION STATION OFFSET NOTES
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
SIGNING & PAVEMENT MARKING PLAN
STA 17+00 TO STA 22+00
204
39
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Paving & Channelization Design.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
PAVEMENT MARKING GENERAL NOTES
1)CONTRACTOR SHALL REMOVE ALL CONFLICTING EXISTING
CHANNELIZATION.
PAVEMENT MARKING CONSTRUCTION NOTES
1 4" WHITE EDGE LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-17.
2 4" DOUBLE YELLOW CENTERLINE (PROFILED PLASTIC TYPE D MMA WITH
BI-DIRECTIONAL RPM TYPE 2) PER CFW STANDARD DETAIL 3-17.
3 WHITE BICYCLE LANE SYMBOL (PAINTED), PER WSDOT STD PLAN M-9.50.
4 WHITE CROSSWALK (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
5 WHITE 18" STOP LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
SIGN GENERAL NOTES
1)RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW
STANDARD DETAIL 3-51.
2)OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED.
3)ALL SIGN COLORS SHALL BE APPROVED BY THE CITY BEFORE
INSTALLATION.
4)SIGNS INSTALLED INSTALLED AS PART OF TRAFFIC EQUIPMENT (I.E. ON
SIGNAL POLES, RRFB, ELECTRONIC SPEED SIGN, FLASHING SCHOOL ZONE
SIGN, ETC.) ARE INCLUDED AS A PART OF THOSE RESPECTIVE TRAFFIC BID
ITEMS. THEY MAY BE SHOWN ON THE SIGN PLANS AND/OR IN THE SIGN
SCHEDULE FOR REFERENCE ONLY.
PAVEMENT MARKING GENERAL NOTES
1)CONTRACTOR SHALL REMOVE ALL CONFLICTING EXISTING
CHANNELIZATION.
PAVEMENT MARKING CONSTRUCTION NOTES
1 4" WHITE EDGE LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-17.
2 4" DOUBLE YELLOW CENTERLINE (PROFILED PLASTIC TYPE D MMA WITH
BI-DIRECTIONAL RPM TYPE 2) PER CFW STANDARD DETAIL 3-17.
3 WHITE BICYCLE LANE SYMBOL (PAINTED), PER WSDOT STD PLAN M-9.50.
4 WHITE CROSSWALK (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
5 WHITE 18" STOP LINE (PLASTIC TYPE D MMA) PER CFW STANDARD DETAIL
3-21.
SIGN GENERAL NOTES
1)RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW
STANDARD DETAIL 3-51.
2)OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED.
3)ALL SIGN COLORS SHALL BE APPROVED BY THE CITY BEFORE
INSTALLATION.
4)SIGNS INSTALLED INSTALLED AS PART OF TRAFFIC EQUIPMENT (I.E. ON
SIGNAL POLES, RRFB, ELECTRONIC SPEED SIGN, FLASHING SCHOOL ZONE
SIGN, ETC.) ARE INCLUDED AS A PART OF THOSE RESPECTIVE TRAFFIC BID
ITEMS. THEY MAY BE SHOWN ON THE SIGN PLANS AND/OR IN THE SIGN
SCHEDULE FOR REFERENCE ONLY.
020 20 40
GRAPHIC SCALE
10
N
E
W
S
MATCHLINE SEE SHEET 38NOT COMPLETE
••••••••••••••••••••••••••
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••DUMPSTER
PROPOSEDFIREHYDRANT
15.7'
10.5'
3.5'6.1'
2.5'
7.8'
SIDEWALK CLOSED
AHEAD
SIDEWALK
CLOSED
CROSS HERE
END
ROAD WORK
XXX5+00
6+00
7+00 8+00 9+00 10+00 11+00 12+00 13+00
175+78176+00177+00178+00179+00386+
0
0
387+00 388+00
3
8
9
+
0
0
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
TRAFFIC CONTROL PLAN
STA 4+35 TO STA 13+00
204
40
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Traffic Control Plans.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
050 50 100
GRAPHIC SCALE
25
N
E
W
S
TEMPORARY TRAFFIC CONTROL TYPICAL SECTION
10' MIN
THRU
10' MIN CONSTRUCTION ZONE
MIN 2' SHY FROM LANE
EDGE TO ANY FIXED
OBJECT OR PVMT
DROP > 1"
2'2' MIN
1.ONE LANE OF TRAFFIC IN EACH DIRECTION TO REMAIN OPEN
AT ALL TIMES. ANY DEVIATION SHALL REQUIRE PRIOR
WRITTEN APPROVAL BY THE CONTRACTING AGENCY.
2.ALL TRAFFIC CONTROL TO COMPLY WITH MUTCD
REQUIREMENTS.
3.MINIMUM TEMPORARY LANE WIDTHS TO BE 10'.
4.SEE ALSO SPECIFICATIONS AND SPECIAL PROVISIONS,
INCLUDING WSDOT STANDARD SPECIFICATION SECTION
1-07.23(1).
5.ALL CONSTRUCTION SIGNS ARE CLASS A UNLESS DESIGNATED
OTHERWISE.
6.CONFLICTING SIGNS SHALL BE COVERED OR REMOVED.
7.USE FLASHING WARNING LIGHTS (TYPE A PER MUTCD) AS
NEEDED TO MARK BARRICADES AT NIGHT.
8.STEADY BURNING WARNING LIGHTS (TYPE C PER MUTCD)
SHALL BE USED TO MARK CHANNELIZING DEVICES AT NIGHT.
9.THE CONTRACTOR IS REQUIRED TO PROVIDE PEDESTRIAN
ACCESS, SEE SPECIAL PROVISIONS.
10.LOCATIONS FOR SIGNS NOT DIMENSIONED SHALL BE
APPROVED BY THE ENGINEER IN THE FIELD.
GENERAL TRAFFIC CONTROL NOTES
SIGN SPACING = X (1)
(1) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY
CONDITIONS
SPEED LIMIT
35 / 40 MPH
SIGN SPACING
350' ±
LONGITUDINAL BUFFER SPACE = B
25 MPH OR LESS 100' ± (1)
200'
BUFFER DATA
250'
35
305'
40
360'
45
495'
50
TRANSPORTATION ATTENUATOR
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE
MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH THE
MANUFACTURERS RECOMMENDATION.
30 FT MIN
TO
100 FT MAX
PROTECTION VEHICLE
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO
SHIELD THE WORK AREA.
NO SPECIFIED
DISTANCE
REQUIRED
CHANNELIZING DEVICE SPACING
NOTE: DEVICE SPACING SHALL BE HALF DISTANCE FOR
OPPOSING TRAFFIC DEVICES.
3035 / 45 60
IN TAPER
(FEET)
POSTED SPEED LIMIT
(MPH)
IN TANGENT
(FEET)
25 / 30 20 40
MIN. LANE CLOSURE TAPER LENGTH = L (feet)
POSTED SPEED (MPH)LANE
WIDTH
(FEET)
10
11
25
105
12
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
MINIMUM TAPER LENGTH = L/3 (feet)
POSTED SPEED (MPH)SHOULDER
WIDTH
(FEET)
8
10
25
40
40
30
40
60
35
60
90
40
90
90
45
120
150
50
130
170
LANE
THRU
LANE
TRAFFIC CONTROL LEGEND
WORK ZONE
FLAGGER
TEMPORARY SIGN LOCATION
CHANNELIZATION DEVICES
TRAFFIC FLOW DIRECTION
TRANSPORTABLE ATTENUATOR/PROTECTIVE VEHICLE
PEDESTRIAN ACCESS ROUTE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY RED WARNING FLAG
TYPE 3 BARRICADE
SEQUENTIAL ARROW SIGN
PCMSTMAMATCHLINE SEE SHEET 41TRAFFIC CONE
SIDEWALK CLOSED
AHEAD
SIDEWALK
CLOSED
CROSS HERE
END
ROAD WORK
13+00 14+00
15+00
16+00
17+0
0
18+0
0
19+0
0
20+0
0
21+0
0
22+0
0
23+0
0
24+
0
0
539+00540+005
4
1
+
0
0
54
2
+
0
0
543
+
0
0
544
+
0
0
545
+
0
0
546
+
0
0
547
+
0
0
548
+
0
0
549
+
0
0
550
+
0
0
X
X
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
TRAFFIC CONTROL PLAN
STA 13+00 TO STA 15+30
204
41
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Traffic Control Plans.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
050 50 100
GRAPHIC SCALE
25
N
E
W
S
MATCHLINE SEE SHEET 40TEMPORARY TRAFFIC CONTROL TYPICAL SECTION
10' MIN
THRU
10' MIN CONSTRUCTION ZONE
MIN 2' SHY FROM LANE
EDGE TO ANY FIXED
OBJECT OR PVMT
DROP > 1"
2'2' MIN
ROAD TYPE
SIGN SPACING = X (1)
(1) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY
CONDITIONS
RURAL ROADS & URBAN
ARTERIALS
SPEED LIMIT
35 / 40 MPH
SIGN SPACING
350' ±
LONGITUDINAL BUFFER SPACE = B
155'LENGTH (B)
25POSTED SPEED (MPH)
URBAN STREETS 25 MPH OR LESS 100' ± (1)
200'
30
BUFFER DATA
250'
35
305'
40
360'
45
495'
50
TRANSPORTATION ATTENUATOR
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE
MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH THE
MANUFACTURERS RECOMMENDATION.
30 FT MIN
TO
100 FT MAX
PROTECTION VEHICLE
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO
SHIELD THE WORK AREA.
NO SPECIFIED
DISTANCE
REQUIRED
CHANNELIZING DEVICE SPACING
NOTE: DEVICE SPACING SHALL BE HALF DISTANCE FOR
OPPOSING TRAFFIC DEVICES.
3035 / 45 60
IN TAPER
(FEET)
POSTED SPEED LIMIT
(MPH)
IN TANGENT
(FEET)
25 / 30 20 40
MIN. LANE CLOSURE TAPER LENGTH = L (feet)
POSTED SPEED (MPH)LANE
WIDTH
(FEET)
10
11
25
105
12
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
MINIMUM TAPER LENGTH = L/3 (feet)
POSTED SPEED (MPH)SHOULDER
WIDTH
(FEET)
8
10
25
40
40
30
40
60
35
60
90
40
90
90
45
120
150
50
130
170
LANE
THRU
LANE
1.ONE LANE OF TRAFFIC IN EACH DIRECTION TO REMAIN OPEN
AT ALL TIMES. ANY DEVIATION SHALL REQUIRE PRIOR
WRITTEN APPROVAL BY THE CONTRACTING AGENCY.
2.ALL TRAFFIC CONTROL TO COMPLY WITH MUTCD
REQUIREMENTS.
3.MINIMUM TEMPORARY LANE WIDTHS TO BE 10'.
4.SEE ALSO SPECIFICATIONS AND SPECIAL PROVISIONS,
INCLUDING WSDOT STANDARD SPECIFICATION SECTION
1-07.23(1).
5.ALL CONSTRUCTION SIGNS ARE CLASS A UNLESS DESIGNATED
OTHERWISE.
6.CONFLICTING SIGNS SHALL BE COVERED OR REMOVED.
7.USE FLASHING WARNING LIGHTS (TYPE A PER MUTCD) AS
NEEDED TO MARK BARRICADES AT NIGHT.
8.STEADY BURNING WARNING LIGHTS (TYPE C PER MUTCD)
SHALL BE USED TO MARK CHANNELIZING DEVICES AT NIGHT.
9.THE CONTRACTOR IS REQUIRED TO PROVIDE PEDESTRIAN
ACCESS, SEE SPECIAL PROVISIONS.
10.LOCATIONS FOR SIGNS NOT DIMENSIONED SHALL BE
APPROVED BY THE ENGINEER IN THE FIELD.
GENERAL TRAFFIC CONTROL NOTES
TRAFFIC CONTROL LEGEND
WORK ZONE
FLAGGER
TEMPORARY SIGN LOCATION
CHANNELIZATION DEVICES
TRAFFIC FLOW DIRECTION
TRANSPORTABLE ATTENUATOR/PROTECTIVE VEHICLE
PEDESTRIAN ACCESS ROUTE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY RED WARNING FLAG
TYPE 3 BARRICADE
SEQUENTIAL ARROW SIGN
PCMSTMA
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
TCP-SHOULDER CLOSURE
SW DASH POINT RD
204
42
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Traffic Control Plans.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
WORK AREA
SHOULDER
WIDTH
(feet)
TRANSPORTABLE ATTENUATOR
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
PROTECTIVE VEHICLE
30 FEET MIN.
TO
100 FEET MAX.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
SIGN SPACING = X (1)
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATION.
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
THE WORK AREA.
NO SPECIFIED
DISTANCE
REQUIRED
CHANNELIZATION DEVICE
SPACING (feet)
SHOULDER CLOSURE - LOW SPEED
NOTES:
1.
2.
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
LEGEND
DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT).
ALL SIGNS ARE BLACK ON ORANGE.
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
TCP-LANE SHIFT
SW DASH POINT RD
204
43
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Traffic Control Plans.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
WORK AREA
LANE SHIFT - THREE LANE ROADWAY
LEGEND
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
TRANSPORTABLE ATTENUATOR
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
R4-7B
B/W
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU
OF SIGN W1-4.
RECOMMENDED EXTENDING DEVICE TAPER (L/3) ACROSS
SHOULDER.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
SIGN SPACING = X (1)
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
CHANNELIZATION DEVICE
SPACING (feet)
LANE
WIDTH
(feet)
TRANSPORTABLE ATTENUATOR
PROTECTIVE VEHICLE
30 FEET MIN.
TO
100 FEET MAX.
NO SPECIFIED
DISTANCE
REQUIRED
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATION.
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
THE WORK AREA.
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
TCP-INTERSECTION LANE CLOSURE
SW DASH POINT RD
204
44
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Traffic Control Plans.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
OPTIONAL IF 40 MPH OR LESS
INTERSECTION LANE CLOSURE ~ THREE LANE ROADWAY
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
WORK
AREA
RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS
SHOULDER.
IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH
MODE" OR TURNED OFF DURING FLAGGING OPERATIONS.
FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU
OF SIGN W1-4.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
BUSINESS WITHIN WORK AREA LIMITS.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
CHANNELIZATION DEVICE
SPACING (feet)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
SIGN SPACING = X (1)
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
LANE
WIDTH
(feet)
TRANSPORTABLE ATTENUATOR
PROTECTIVE VEHICLE
30 FEET MIN.
TO
100 FEET MAX.
NO SPECIFIED
DISTANCE
REQUIRED
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATION.
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
THE WORK AREA.
S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
TCP-INTERSECTION PEDESTRAIN TRAFFIC CONTROL
SW DASH POINT RD
204
45
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\CFWFILE1\Department\PW\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Traffic Control Plans.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
R
EGIST E R E D NOTGNI
HSAWFOETAT
SERNEPRFO
E NNALIO
E
S IGS
39889JOHN R O B E R T M
U
L
KEYREVISIONDATENO.
Centered on Opportunity
R8-3
24" x 30"
R/W
SIDEWALK
CLOSED
SIDEWALK CLOSED
AHEAD
WORK AREA
SIDEWALK CLOSED
AHEAD
R9-11
24" x 12"
B/W
R9-11
24" x 12"
B/W
R9-9
24" x 12"
B/W
R9-10
24" x 12"
B/W
SIDEWALK CLOSED
R9-10
24" x 12"
B/W
SIDEWALK CLOSED
INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA
24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL.
PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED.
CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY.
A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE MINIMUM).
CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES
PRIOR TO IMPLEMENTING ANY CLOSURES.
SEE SHEET TC-52 FOR TEMPORARY PEDESTRIAN RAMP DETAILS.
ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SEE
STANDARD SPECIFICATION 1-10.2(1)B.
TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE PLACED ON
THE DIVERTED PATH WHEN EXISTING BUTTONS ARE NOT
ACCESSIBLE TO PEDESTRIANS.
LEGEND
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PEDESTRIAN CHANNELIZING DEVICES
TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS
INTERSECTION PEDESTRIAN TRAFFIC CONTROL
WORK AREA
5+66
256
258
260
262
264
266
256
258
260
262
264
266
0 10 20 30 40 50 600-10-20-30
6+00
256
258
260
262
264
256
258
260
262
264
0 10 20 30 40 50 600-10-20-30
6+50
256
258
260
262
264
256
258
260
262
264
0 10 20 30 40 50 600-10-20-30
7+00
256
258
260
262
264
256
258
260
262
264
0 10 20 30 40 50 600-10-20-30
7+50
256
258
260
262
264
256
258
260
262
264
0 10 20 30 40 50 600-10-20-30
8+00
254
256
258
260
262
264
254
256
258
260
262
264
0 10 20 30 40 50 600-10-20-30
8+50
254
256
258
260
262
264
254
256
258
260
262
264
0 10 20 30 40 50 600-10-20-30
9+00
254
256
258
260
262
264
254
256
258
260
262
264
0 10 20 30 40 50 600-10-20-30
9+50
254
256
258
260
262
254
256
258
260
262
0 10 20 30 40 50 600-10-20-30
10+00
254
256
258
260
262
254
256
258
260
262
0 10 20 30 40 50 600-10-20-30
10+50
254
256
258
260
262
254
256
258
260
262
0 10 20 30 40 50 600-10-20-30
11+00
254
256
258
260
262
254
256
258
260
262
0 10 20 30 40 50 600-10-20-30
11+50
254
256
258
260
262
254
256
258
260
262
0 10 20 30 40 50 600-10-20-30
12+00
254
256
258
260
262
254
256
258
260
262
0 10 20 30 40 50 600-10-20-30
12+50
254
256
258
260
262
264
266
254
256
258
260
262
264
266
0 10 20 30 40 50 600-10-20-30
13+00
254
256
258
260
262
264
266
268
254
256
258
260
262
264
266
268
0 10 20 30 40 50 600-10-20-30
13+50
254
256
258
260
262
264
266
254
256
258
260
262
264
266
0 10 20 30 40 50 600-10-20-30
14+00
256
258
260
262
264
256
258
260
262
264
0 10 20 30 40 50 600-10-20-30
14+50
256
258
260
262
264
256
258
260
262
264
0 10 20 30 40 50 600-10-20-30
15+00
258
260
262
264
266
258
260
262
264
266
0 10 20 30 40 50 600-10-20-30
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
260.13259.86259.61259.53259.43259.42259.37259.38259.24258.99258.66258.38258.27258.37258.71258.77258.88259.83260.83262.06S.ALIZAI
J.MULKEY
S. HAMEL
D.WINKLER
LAKOTA M.S. SRTS PROJECT
CROSS SECTIONS
SW DASH POINT RD
204
46
46
85 % DESIGN
DRAFTED:
DESIGNED:
REVIEWED:
APPROVED:
SHT.
CITY PROJECT #:
OF
\\cfwfile1\department\pw\CAPITAL PROJECTS\Programmed\204 - SW Dash Point Road @ Lakota MS\03 PE\ACAD\CAD Files\Sections.dwg, 3/15/2021SHT.
CITY PROJECT #:DRAWING VERSION / REVISION LOG
33325 8TH AVE S FEDERAL WAY, WA 98003
PHONE:(253) 835-2700
WWW.CITYOFFEDERALWAY.COM OF
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HSAWFOETAT
SERN EPRFO
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39889JOHN R O B E R T M
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Centered on Opportunity
020 20 40
GRAPHIC SCALE
10
1H:4V