5937_ConstructionPlans.pdf
PDF 23 MB Posted
- Attached to
- Safe Routes to School - 168th Street E
- Solicitation number
- 2024-MPW-844
- Issued by
- Pierce County, Washington
About this file
These construction plans for the Safe Routes to School project are prepared by Pierce County's Office of the County Engineer for a roadway improvement project on 168th Street East in Washington State. The project involves constructing a 5-foot-wide pervious asphalt walkway with cement concrete traffic curb and a 4-foot-wide shoulder buffer separation along 168th Street East from B Street East to 13th Avenue Court East. The comprehensive plans detail specific improvements including curb ramps, speed feedback signs, pedestrian crosswalk markings, illumination installations, and various roadway modifications. The project documentation includes detailed design drawings, intersection plans, driveway details, driver feedback sign specifications, and illumination and channelization plans across 20 total sheets.
The construction plans provide extensive technical specifications for the project, including precise station measurements, elevation details, roadway sections, and specific construction notes. The project incorporates multiple technical elements such as installing Type 1 and Type 2 junction boxes, light standards, service cabinets, and relocating utility infrastructure. The plans specify precise locations for infrastructure elements like driver feedback signs (positioned at approximately STA "A" 69+53 and 70+19) and light standards, with careful attention to mounting heights, foundation requirements, and utility coordination. The documentation also includes comprehensive notes on restoration requirements, utility coordination, and specific installation guidelines for various project components.
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Other files
| File | Type | Posted |
|---|---|---|
| 5937_ContractProvisions.pdf | ||
| 5937_BidProposal.pdf |
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Text version
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SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
CRP 5937
PROJECT PLANS
HLP-SR21(005)
LOCATION MAP
VICINITY MAP
Know what's below.
before you dig.Call
R
NOTE: THIS PLAN SET WAS DEVELOPED ELECTRONICALLY UNDER THE DIRECT SUPERVISION OF THE LICENSED PROFESSIONALS THAT HAVE AFFIXED THEIR SIGNATURE TO THIS PAGE. THIS SHEET SERVES AS THE CERTIFICATION BY THE ABOVE LICENSED PROFESSIONALS OF ALL SHEETS IN THIS
PLAN SET WHERE THEIR STAMPS AND SIGNATURES APPEAR.
AS A LICENSED PROFESSIONAL IN DIRECT RESPONSIBLE
CHARGE OF DEVELOPING THIS CONTRACT, I CERTIFY
THAT ALL PLANS THAT CONTAIN MY STAMP HAVE BEEN
DEVELOPED UNDER MY SUPERVISION.
AS A LICENSED PROFESSIONAL IN DIRECT RESPONSIBLE
CHARGE OF DEVELOPING THIS CONTRACT, I CERTIFY
THAT ALL PLANS THAT CONTAIN MY STAMP HAVE BEEN
DEVELOPED UNDER MY SUPERVISION.
AS A LICENSED PROFESSIONAL IN DIRECT RESPONSIBLE
CHARGE OF DEVELOPING THIS CONTRACT, I CERTIFY
THAT ALL PLANS THAT CONTAIN MY STAMP HAVE BEEN
DEVELOPED UNDER MY SUPERVISION.
PROJECT LICENSED PROFESSIONAL CERTIFICATES
APPROVED BY:
LETTICIA M. NEAL, P.E.
COUNTY ENGINEER
INDEX
1 COVER SHEET
2 LEGEND
3 SUMMARY OF QUANTITIES
3 QUANTITY TABULATION
4 ROADWAY SECTIONS
5 - 7 PLAN SHEETS
8 - 16 INTERSECTION PLANS
17 - 18 APPROACH SCHEDULE, DRIVEWAY PROFILE AND DETAILS
19 DRIVER FEEDBACK SIGNS AND DETAILS
20 ILLUMINATION & CHANNELIZATION PLAN
PROJECT LOCATION
T.
N.
R.
E.
W.
M.
168TH ST E
6T H
AV
E
E
BEGIN PROJECT
STA 47+25
END PROJECT
STA 92+00
B
ST
E
160TH ST E
MILITARY RD E
172ND ST E
176th St E
N
D
AV
E E
TH
A
VE
EEND SECTION
STA 73+41
BEGIN SECTION
STA 82+25
2 PORTABLE CHANGEABLE MESSAGE SIGNS PLACED 5 DAYS PRIOR TO START OF
CONSTRUCTION AND 5 DAYS PRIOR TO PAVING OPERATIONS: 2 SIGNS ON 168TH
STREET EAST LOCATED AT THE BEGINNING AND END OF PROJECT.
Pierce County Office of the County Engineer
HATCH PATTERNS
RIGHT-OF-WAY
TEMPORARY EASEMENT
LINETYPES
EXISTING PROPOSED DESCRIPTION
SURFACE FEATURES
CONCRETE
CREEK / DITCH
ASPHALT
GRAVEL
FENCE
FLOWLINE / GUTTER
SAW CUT LINE
VEGETATION
RIGHT-OF-WAY/SURVEY
CENTERLINE / CONTROL
PROPERTY LINE
QUARTER SECTION LINE
RIGHT-OF-WAY
UTILITIES
FORCE MAIN
GAS
SANITARY SEWER (SIZE & TYPE AS NOTED)
STORM DRAINAGE (SIZE & TYPE AS NOTED)
WATER
CUSTOM
CLEARING & GRUBBING LIMITS
CUT LINE
FILL LINE
SILT FENCE
X X X X
FM
G
SS
SD
W
CG
C
F
SF
SURVEY SYMBOLS
FOUND NF / (CALC'D)
MONUMENT (AS NOTED)
SECTION CORNEREEWW
SURFACE FEATURE SYMBOLS
EXISTING PROPOSED DESCRIPTION
TRAFFIC PAVEMENT MARKINGS
ONLY
STRAIGHT ARROW
STOP
LEFT TURN ARROW
LEFT-RIGHT ARROW
RIGHT TURN ARROW
TOPOGRAPHY SYMBOLS
COMMERCIAL SIGN
GATE
MAIL BOX
SINGLE ROCK
SHRUB
STUMP
TREE (CONIFEROUS)
TREE (DECIDUOUS)
TRAFFIC SIGNS/SIGNALIZATION
JUNCTION BOX TYPE I, II, 8
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL POLE W/LUMINAIRE
TRAFFIC SIGN SINGLE POST
PEDESTRIAN SIGNAL HEAD
UTILITY SYMBOLS
EXISTING PROPOSED DESCRIPTION
TELEPHONE/COMMUNICATIONS
CABINET
MANHOLE
RISER
VAULT
CABLE TELEVISION
CABINET
RISER
GAS/NATURAL GAS
METER
VALVE
POWER (ELECTRICAL)
BOX
CONDUIT
UTILITY GUY POLE
UTILITY POLE
UTILITY POLE ANCHOR
VAULT
SANITARY SEWER/SEPTIC
CLEAN OUT
MANHOLE
WATER
FIRE HYDRANT
SPRINKLER HEAD
METER
VALVE / BLOW OFF VALVE
T
T
C
P
S
HATCH PATTERNS
CONSTRUCTION
BARK MULCH EARTH
COARSE CRUSHED ROCK FOR CHOKER
AGGREGATE COURSE (AASHTO GRADE 57
AGG)
SUITABLE EXCAVATED MATERIAL
COARSE CRUSHED ROCK FOR STORAGE
AGGREGATE COURSE (AASHTO GRADE 4
AGG)
PERVIOUS HMA
CONCRETE PAVING
CRUSHED SURFACING TOP COURSE PLANING BITUMINOUS SURFACE
CRUSHED SURFACING BASE COURSE ROADWAY EXCAVATION
DETECTABLE WARNING SURFACE TOPSOIL AND SEED
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SURVEY CONTROL
DATUM
HORIZONTAL: LEICA SMARTNET CORS NETWORK NAD 83 (2011 ADJUSTMENT)
WASHINGTON STATE SOUTH ZONE
VERTICAL: NAVD 88 (GEOID 12 B)
A PROJECT BASIS OF BEARING OF S 87°37'39"E HELD BETWEEN CONTROL POINT #2, A SET MAG NAIL AND WASHER NEAR CENTERLINE INTERSECTION OF B ST E AND 168 ST E AND CONTROL POINT #9, A STONE MONUMENT WITH
AN "X" DOWN 1' BELOW SURFACE AT THE INTERSECTION OF 168 ST E AND 14 AV E
PROJECT BENCHMARK
TBM "1": TOP SOUTHWEST BOLT OF SIGNAL POLE AT THE NORTHWEST CORNER 168 ST E AND B ST E.
ELEV. = 377.64' (NAVD 88)
TBM "2": SET CHISELED BOX ON TOP OF CONCRETE CURB, 23' NORTH OF GATE POST, WEST SIDE OF ENTRANCE TO
SPANAWAY LAKE HIGH SCHOOL.
ELEV. = 372.77' (NAVD 88)
PROJECT CONTROL FRAMEWORK
ALL DATA SHOWN IN PROJECT ARE GROUND MEASUREMENTS. A COMBINED SCALE FACTOR OF: 0.999941226242
AND A TRANSLATION OF +328083.333USF WAS APPLIED TO ALL COORDINATE VALUES.
SURVEYED BY: DUSSAULT/BRYANT (MARCH 2022)
DRAWN BY: DUSSAULT (MARCH 2022)
CHECKED BY: AMUNDSEN (MARCH 2022)
COMPILED BY: T. FREDSON (MARCH 2022)
PROPERTY LINES OF THE ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN
ACTUAL SURVEY.
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
LEGEND
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
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F E S S I ONA L ENG I NE
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REG I STERED
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TT I C I A M . NEAL
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SUMMARY OF QUANTITIES QUANTITY TABULATION
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
SUMMARY OF QUANTITIES & QUANTITY TABULATION
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
LE
TT I C I A M . NEAL
GENERAL NOTES:
1. SEE SPECIAL PROVISIONS: HOT MIX ASPHALT - SECTION 5-04
2. SEE SPECIAL PROVISIONS: CEMENT CONCRETE SIDEWALKS - SECTION 8-14
3. SEE SPECIAL PROVISIONS: REMOVE TREE AND STUMP - SECTION 2-01
4. SEE PIERCE COUNTY STANDARD DRAWINGS
5. SEE WSDOT STANDARD PLANS
6. SEE ROADWAY SECTIONS AND DETAILS SHEET 4
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GENERAL NOTES:
1. SEE PIERCE COUNTY STANDARD DRAWINGS:
PC.F8.4
PC.F8.5
PC.F8.6
2. SEE WSDOT STANDARD SPECIFICATIONS AND PLANS
F-10.12-04
3. AREAS TO BE PLANED - 0.20' MAX DEPTH, SEE SHEET 10. INSTALL SELF
ADHERING RUBBERIZED ASPHALT MEMBRANE ADJACENT TO PLANING AREAS
ONLY
4. WRAP GEOTEXTILE MIN. 1' UNDER CHOKER COARSE ON ALL SIDES
5. SEE PLANS FOR AREAS OF TOPSOIL, SEEDING AND CRUSHED SURFACING
R/W
EXISTING PAVEMENT
VARIES
EXISTING TRAVELED LANE
4' BUFFER SEPARATION
CONST
1.5 %
ALTERNATE SHOULDER SECTION "B"
NOT TO SCALE
SEE INTERSECTION PLAN SHEETS: 10, 11, 13 - 16
5' 1.5' 2'
VARIES 2' TO 4'
GRAVEL SHOULDER
EXISTING PAVEMENT
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
ROADWAY SECTION
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
LE
TT I C I A M . NEAL
INFILTRATION ZONE
1.5 %
1' 5'
0.
5'
VA
RI
ES
1.
5' T
O
.0
1'
MIN
0.
8'
VARIES
1' TO 2'
1.5 %
2H: 1V
5' 0.5' 2'
MIN
EXISTING PAVEMENT
VA
RI
ES
2'
T O
.5
VA
RI
ES
2'
T O
.5
ALTERNATE SHOULDER SECTION "A"
NOT TO SCALE
SEE INTERSECTION PLAN SHEETS: 8, 9 AND 12
SURFACING LEGEND:
HMA CL. 1/2" PG58H-22 - 0.20' COMPACTED DEPTH
HMA CL. 1/2" PG58H-22 - 0.30' COMPACTED DEPTH
SELF-ADHERING RUBBERIZED ASPHALT MEMBRANE - 1.5' WIDTH
PHMA CL. 1/2" PG70-22ER - PERVIOUS WALKWAY - 0.33' DEPTH
CRUSHED SURFACING BASE COURSE - 0.5' COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE - 0.17' COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE - 0.17' UN-COMPACTED
COARSE CRUSHED ROCK FOR STORAGE AGGREGATE COURSE - 0.5' DEPTH
COARSE CRUSHED ROCK FOR CHOKER AGGREGATE COURSE - 0.17' DEPTH
CONSTRUCTION GEOTEXTILE LINER FOR UNDERGROUND DRAINAGE
CEMENT CONC. SIDEWALK - 0.50' DEPTH
CEMENT CONC. TRAFFIC CURB AND GUTTER
CEMENT CONC. TRAFFIC CURB
TOPSOIL TYPE C
SEEDING AND FERTILIZING BY HAND
2H: 1V
2H: 1V
ROADWAY SECTION
NOT TO SCALE
SEE PLAN SHEETS: 5 - 7
VARIES
121114 1 2 5 315
FOG LINE
6 4 9 8 13
SEE NOTE 4
APPROXIMATE
LOCATION OF
LUMEN CONDUIT
EX. GROUND
SUITABLE EXCAVATED MATERIAL FOR
TRAFFIC CURB INSTALLATION SHALL BE
RETAINED FOR PLACEMENT AFTER
TRAFFIC CURB IS INSTALLED
131114 1 2 515
APPROXIMATE
LOCATION OF
LUMEN CONDUIT
APPROXIMATE
LOCATION OF
LUMEN CONDUIT
SEE NOTE 3
SAW CUT ROADWAY
AS IDENTIFIED
SAW CUT ROADWAY
AS IDENTIFIED
SAW CUT ROADWAY
AS IDENTIFIED
SEE NOTE 5
SEE NOTE 5
SEE NOTE 5
EX. GROUND
EX. GROUND
X
X
X X X X X X X X X X X X X X X
X
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP BP BP BP
BP
WWWWWWWWWWWWWWW
WW
W
W
G G G G G
G G G G G G G G G G G G G
BTBTBTBTBTBTBTBTBTBTBTBTBTBTBT
168TH STREET EAST
BEGIN PROJECT
STA ''A'' 47+25.00
1+
3+
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄ N 87°36'00" W
1343.17'
ST
A
"A " 4
9+
(1 6.
' L
T)
EL
EV
.5
STA ''A'' 50+46.18 =
STA "50+46 LT" 1+00.00
SEE SHEET 17 FOR DRIVEWAY PROFILE
STA ''A'' 51+59.60 =
STA "51+59 LT" 3+00.00
SEE SHEET 18 FOR DRIVEWAY PROFILE
MATCH EXISTING
STA ''A'' 47+50.72 (22.09' LT)
ST
A
"A " 4
7+
(2 1.
' L
T)
EL
EV
.9
ST
A
"A " 4
7+
(2 0.
' L
T)
EL
EV
.1
ST
A
"A " 4
8+
(1 9.
' L
T)
EL
EV
.2
ST
A
"A " 4
8+
(1 8.
' L
T)
EL
EV
.3
ST
A
"A " 4
8+
(1 7.
' L
T)
EL
EV
.4
ST
A
"A " 4
9+
(1 6.
' L
T)
EL
EV
.4
ST
A
"A " 4
9+
(1 5.
' L
T)
EL
EV
.3
ST
A
"A " 4
9+
(1 5.
' L
T)
EL
EV
.2
ST
A
"A " 5
0+
(1 5.
' L
T)
EL
EV
.2
ST
A
"A " 5
0+
(1 5.
' L
T)
EL
EV
.2
ST
A
"A " 5
0+
(1 5.
' L
T)
EL
EV
.0
ST
A
"A " 5
1+
(1 5.
' L
T)
EL
EV
.9
ST
A
"A " 5
1+
(1 5.
' L
T)
EL
EV
.4
ST
A
"A " 5
1+
(1 5.
' L
T)
EL
EV
.5
50+00
B
ST
RE
ET
E
AS
T F F F F F F F F F F F F F F
50+00REMOVING MISCELLANEOUS TRAFFIC ITEM
X
X X X X X X X X X X X X X X X X X X X
WWWWWWWWWWWWW
G G G G G G G G G G G G G G
T
C
BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT
5+
STA ''A'' 52+37.70 =
STA "52+37 LT" 5+00.00
SEE SHEET 18 FOR DRIVEWAY PROFILE
ST
A
"A " 5
3+
(1 4.
' L
T)
EL
EV
.8
ST
A
"A " 5
4+
(1 4.
' L
T)
EL
EV
.9
ST
A
"A " 5
5+
(1 7.
' L
T)
EL
EV
.5
ST
A
"A " 5
5+
(1 7.
' L
T)
EL
EV
.7
ST
A
"A " 5
5+
(1 9.
' L
T)
EL
EV
.1
ST
A
"A " 5
6+
(1 9.
' L
T)
EL
EV
.2
5T H
AV
EN
U E
EA
ST
N 87°37'07" W 222.29'
STA ''A'' 55+65.46 =
STA "G" 0+00.00
ST
A
"A " 5
2+
(1 4.
' L
T)
EL
EV
.2
ST
A
"A " 5
2+
(1 4.
' L
T)
EL
EV
.2
ST
A
"A " 5
3+
(1 4.
' L
T)
EL
EV
.4
ST
A
"A " 5
3+
(1 4.
' L
T)
EL
EV
.5
ST
A
"A " 5
3+
(1 4.
' L
T)
EL
EV
.6
ST
A
"A " 5
4+
(1 5.
' L
T)
EL
EV
.0
ST
A
"A " 5
4+
(1 5.
' L
T)
EL
EV
.2
ST
A
"A " 5
5+
(1 6.
' L
T)
EL
EV
.3
ST
A
"A " 5
6+
(2 1.
' L
T)
EL
EV
.1
ST
A
"A " 5
6+
(2 2.
' L
T)
EL
EV
.2
ST
A
"A " 5
7+
(2 3.
' L
T)
EL
EV
.2
55+00
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
SEE SHEET 8 FOR
CURB RAMP DETAILSLUMEN TO ADJUST TO GRADE
FOUND STONE WITH
"X", DOWN 1.0'
STA ''A'' 53+43.17
(0.00' )
FOUND STONE WITH
"X" DOWN 1.4'
STA ''A'' 55+65.46
(0.00' )
F F F F F F F F F F F F F F F F F
55+00
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0 20 4020
SCALE IN FEET
M
AT
CH
L
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ST
A
"A " 5
2+
, S
EE
B
EL
O W
M
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CH
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"A " 5
7+
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, S
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BO
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0319285013
MACDONALD
ANTHONY J. & NATALIE G.
202 167TH ST CT E
0319285012
YANG
MYONG S. & KYONG J
204 167TH ST CT E
0319285006
ELLIOT
WAYNE
237 168TH ST E
0319281044
TODD
FAMILY LT
241 168TH ST E
0319281027
TODD
FAMILY LT
241 168TH ST E
0319281056
WINCHESTER
VILLAGE LLC
16601 4TH AVE CT E
5025000610
OPSAHL
SCOTT A OPSAHL LT
16801 B ST E
5025000600
CHAIN
STANISLAV V & LYUDMILA
206 168TH ST E
5025000590
WILLAND
MELODY E
XXX UNDETERMINED SITUS
5025000580
WILLAND
MELODY E
220 168TH ST E
5025000570
WILLAND
MELODY E
XXX UNDETERMINED SITUS
5025000564
AIME
ERIC T
232 168TH ST E
5025000563 2017-2
IH BORROWER LP
234 168TH ST E
502500062
LOZADA
MIGUEL
236 168TH ST E
5025000561
KIN
CHHUN & PAULA
238 168TH ST E
5025000550
GUTU
MIHAIL
242 168TH ST E
8000010075
GUNARTT
BARRELL & PERMELLA A
406 168TH ST E
0319288003
KAFTON
DANIEL A & EVA L
16805 5 AVE E
0319288004
ZUNIGA
GRANADOS JAIME & CARMONA MARLENY N
16806 5TH AVE CT E
NOTES:
1. ELEVATIONS AND OFFSETS PROVIDED ARE TO
FLOWLINE OF THE TRAFFIC CURB
2. REFER TO 8-21.3 FOR PERMANENT SIGNING
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
PLAN SHEETS
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
60+00
X X X X
X X X X X X X X
X X X X
X X X X X X X
T
BTBT
BT
BT
BT
BTBTBTBTBTBTBTBTBTBTBTBTBTBT
5T H
AV
EN
U E
CO
U
RT
E
AS
T
6T H
AV
EN
U E
EA
ST
STA ''A'' 58+09.96 =
STA "H" 50+00.00
STA ''A'' 60+54.46 =
STA "J" 60+00.00
''D
LI
N
E
''R /W d' ' L
IN
E
CO
N
ST
RU
CT
IO
N
6T H
AV
EN
U E
EA
ST
STA ''A'' 60+55.13 =
STA "D" 10+00.00
N 87°37'07" W 244.50'
N 87°37'07" W 244.50'
N 87°37'07" W 631.62'
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
ST
A
"A " 5
8+
(2 6.
' L
T)
EL
EV
.3
ST
A
"A " 5
8+
(2 6.
' L
T)
EL
EV
.8
ST
A
"A " 5
9+
(2 7.
' L
T)
EL
EV
.7
ST
A
"A " 5
7+
(2 5.
' L
T)
EL
EV
.2
ST
A
"A " 5
8+
(2 6.
' L
T)
EL
EV
.1
ST
A
"A " 5
8+
(2 7.
' L
T)
EL
EV
.4
ST
A
"A " 5
9+
(2 7.
' L
T)
EL
EV
.5
ST
A
"A " 5
9+
(2 7.
' L
T)
EL
EV
.7
ST
A
"A " 5
9+
(2 7.
' L
T)
EL
EV
.0
ST
A
"A " 6
1+
(2 7.
' L
T)
EL
EV
.1
ST
A
"A " 6
1+
(2 7.
' L
T)
EL
EV
.0
ST
A
"A " 6
1+
(2 7.
' L
T)
EL
EV
.0
ST
A
"A " 5
7+
(2 5.
' L
T)
EL
EV
.0
ST
A
"A " 5
7+
(2 4.
' L
T)
EL
EV
.1
ST
A
"A " 5
7+
(2 4.
' L
T)
EL
EV
.2
ST
A
"A " 6
1+
(2 7.
' L
T)
EL
EV
.4
ST
A
"A " 5
7+
(2 3.
' L
T)
EL
EV
.2
SEE SHEET 9 FOR
CURB RAMP DETAILS
SEE SHEET 10 FOR
CURB RAMP DETAILS
SEE SHEET 11 FOR
CURB RAMP DETAILS
CONTRACTOR SHALL NOT
DISTURB EXISTING PSE
POLE
CG CGCGCG
F F F F F F F F F F F F F F F
60+00
65+00
X
C BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT
BT
END CONSTRUCTION
STA ''A'' 66+86.08
N 87°37'07" W 631.62'
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
FOUND STONE WITH "X"
DOWN 0.5'
STA ''A'' 66+86.08
(0.00' LT)
ST
A
"A " 6
5+
(1 8.
' L
T)
EL
EV
.7
MATCH EXISTING
STA ''A'' 66+86.03 (18.62' LT)
ST
A
"A " 6
2+
(2 7.
' L
T)
EL
EV
.0
ST
A
"A " 6
2+
(2 7.
' L
T)
EL
EV
.0
ST
A
"A " 6
2+
(2 6.
' L
T)
EL
EV
.0
ST
A
"A " 6
2+
(2 6.
' L
T)
EL
EV
.9
ST
A
"A " 6
3+
(2 6.
' L
T)
EL
EV
.0
ST
A
"A " 6
3+
(2 5.
' L
T)
EL
EV
.2
ST
A
"A " 6
3+
(2 5.
' L
T)
EL
EV
.5
ST
A
"A " 6
3+
(2 4.
' L
T)
EL
EV
.7
ST
A
"A " 6
4+
(2 3.
' L
T)
EL
EV
.9
ST
A
"A " 6
4+
(2 2.
' L
T)
EL
EV
.0
ST
A
"A " 6
4+
(2 1.
' L
T)
EL
EV
.0
ST
A
"A " 6
5+
(2 0.
' L
T)
EL
EV
.9
ST
A
"A " 6
5+
(2 0.
' L
T)
EL
EV
.7
ST
A
"A " 6
5+
(1 9.
' L
T)
EL
EV
.2
ST
A
"A " 6
5+
(1 8.
' L
T)
EL
EV
.5
ST
A
"A " 6
6+
(1 8.
' L
T)
EL
EV
.6
ST
A
"A " 6
6+
(1 8.
' L
T)
EL
EV
.6
3 CONTRACTOR SHALL
NOT DISTURB
EXISTING PSE POLE
AND LUMEN
COMMUNICATIONS
BOX
CONTRACTOR SHALL NOT
DISTURB EXISTING PSE
POLE
CG CG CGCGCGCGF F F F F F F F F F F F F F F F F
65+00
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
H
O O
L-
8S
TE
\D
ES
IG
N
\D
RA
W
IN
G S\
CO
N
ST
RU
CT
IO
N \5
7_
_P
LA
N
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D_
PR
O
FI
LE
.D
W G
L ay ou t T ab : 6
P
LA
N
P
RO
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Xr ef s:
7_
DE
SI
G N
TO
PO
IN
DE
X.
DW
G
_S U
RV
EY
IN
DE
X.
DW
G
_D
ES
IG
N
_I N
DE
X.
DW
G
_H
AT
CH
IN
G
.D W
G Pl ot D at e:
5/
/2
T im e:
9:
:1
AM
B y:
G
W
IL
SO
M
AT
CH
L
IN
E
ST
A
"A " 5
7+
S
HE
ET
0 20 4020
SCALE IN FEET
M
AT
CH
L
IN
E
ST
A
"A " 6
2+
, S
EE
B
EL
O W
M
AT
CH
L
IN
E
ST
A
"A " 6
2+
, S
EE
A
BO
VE
BR
EA
KL
IN
E
SE
E
SH
EE
T
0319288004
ZUNIGA
GRANADOS JAIME & CARMONA MARLENY N
16806 5TH AVE CT E
0319281056
WINCHESTER
WINCHESTER VILLAGE LLC
16601 4TH AVE CT E
8000010110
BISHUTI
HILDA
16803 5TH AVE CT E
8000010260
RUX
CATHERINE
16804 6TH AVE E
8000010270
MARCO
EAST VALLEY LLC
16805 6TH AVE E
0319281056
WINCHESTER
WINCHESTER VILLAGE LLC
16601 4TH AVE CT E
0319288014
BLUE
BLUE ROCK 3 LLC
624 168TH ST E
4387000010
STREGE
DANIEL L
16804 TO 16806 7TH AVE CT E
4387000070
STREGE
DANIEL L
16805 TO 16807 7TH AVE CT E
5227000010
SVOBODA
PAT
16802 8TH AVE E
0319288014
BLUE
BLUE ROCK 3 LLC
624 168TH ST E
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
PLAN SHEETS
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
LE
TT I C I A M . NEAL
NOTES:
1. ELEVATIONS AND OFFSETS PROVIDED ARE TO
FLOWLINE OF THE TRAFFIC CURB
2. REFER TO 8-21.3 FOR PERMANENT SIGNING
7T H
AV
EN
U E
CO
U
RT
EA
ST
(P
RI
VA
TE
TH
A
VE
C T
E (P
RI
VA
TE
85+00
X X X X X X X X X
X
X X
X
X X X X X X X X X X X X X X
SSSSSSSSSSSSSS
SS SS SS SS SS SS SS SS SS
WWWW WWWWWWWWWWWWWW
W
C
BTBTBTBTBTBTBTBTBTBTBTBTBTBT
SEE SHEET 12 FOR
CURB RAMP DETAILS
MANHOLE TO BE RAISED TO
FINISH GRADE: 369.80
PSE TO RELOCATE
POLE
REMOVE TREE AND STUMP
CONTRACTOR SHALL CLEAR
AND GRUB EXISTING TREE
BRANCHES TO ROW LINE
CONTRACTOR SHALL NOT DISTURB EXISTING
PSE POWER POLE OR LUMEN PEDESTAL
CONTRACTOR SHALL PLANE EXISTING PAVEMENT 1'
EAST AND WEST OF EXISTING CROSSWALK MARKINGS
85+00
F F F F F F C
01 02
ST
A "A
" 8 2+
(1
1.
' L T)
EL
EV
.4
ST
A
"A " 8
2+
(1 5.
' L
T)
EL
EV
.9
ST
A
"A " 8
3+
(1 6.
' L
T)
EL
EV
.2
ST
A
"A " 8
3+
(1 6.
' L
T)
EL
EV
.5
ST
A
"A " 8
3+
(1 6.
' L
T)
EL
EV
.8
ST
A
"A " 8
3+
(1 6.
' L
T)
EL
EV
.1
ST
A
"A " 8
4+
(1 8.
' L
T)
EL
EV
.6
ST
A
"A " 8
4+
(1 9.
' L
T)
EL
EV
.8
ST
A
"A " 8
4+
(2 0.
' L
T)
EL
EV
.1
ST
A
"A " 8
5+
(2 1.
' L
T)
EL
EV
.4
ST
A
"A " 8
5+
(2 2.
' L
T)
EL
EV
.7
ST
A
"A " 8
5+
(2 2.
' L
T)
EL
EV
.0
ST
A
"A " 8
5+
(2 3.
' L
T)
EL
EV
.4
ST
A
"A " 8
6+
(2 3.
' L
T)
EL
EV
.7
ST
A
"A " 8
6+
(2 3.
' L
T)
EL
EV
.0
ST
A
"A " 8
6+
(2 3.
' L
T)
EL
EV
.2
ST
A
"A " 8
6+
(2 3.
' L
T)
EL
EV
.5
ST
A
"A " 8
7+
(2 4.
' L
T)
EL
EV
.8
ST
A
"A " 8
3+
(1 5.
' L
T)
EL
EV
.0
STA ''A'' 86+68.19 =
STA "K" 70+00.00
BEGIN CONSTRUCTION
STA ''A'' 82+25.00
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
N 87°39'26" W 1325.16'
TH
A
VE
C T
E
90+00
X
X X X X X X
X
XXXXXXXXX
SS
SSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSS
WWWWWWWWWWWWWWWWWW
W W
C
CC
CC
X
X X
BT
BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT
SEE SHEET 13 FOR
CURB RAMP DETAILS
SEE SHEET 14 FOR
CURB RAMP DETAILS
SEE SHEET 15 FOR
CURB RAMP DETAILS
SEE SHEET 16 FOR
CURB RAMP DETAILS
PSE TO RELOCATE
POLE
MANHOLE TO BE RAISED TO
FINISH GRADE: 373.65
CONTRACTOR SHALL NOT DISTURB
EXISTING SIGN AND FOUNDATION
LUMEN TO ADJUST EXISTING
UTILITY BOX TO FINISHED
GRADE WITH NON-SLIP LID
LUMEN TO ADJUST EXISTING
BOX TO FINISHED GRADE
X
C F F F F F F F F F
X
03 04
ST
A
"A " 8
8+
(2 4.
' L
T)
EL
EV
.9
ST
A
"A " 8
8+
(2 5.
' L
T)
EL
EV
.2
ST
A
"A " 9
0+
(2 2.
' L
T)
EL
EV
.4
ST
A
"A " 8
7+
(2 4.
' L
T)
EL
EV
.1
ST
A
"A " 8
7+
(2 4.
' L
T)
EL
EV
.3
ST
A
"A " 8
7+
(2 4.
' L
T)
EL
EV
.7
ST
A
"A " 8
9+
(2 5.
' L
T)
EL
EV
.1
ST
A
"A " 8
9+
(2 4.
' L
T)
EL
EV
.1
ST
A
"A " 8
9+
(2 4.
' L
T)
EL
EV
.1
ST
A
"A " 8
9+
(2 4.
' L
T)
EL
EV
.1
ST
A
"A " 9
0+
(2 3.
' L
T)
EL
EV
.2
ST
A
"A " 9
0+
(2 3.
' L
T)
EL
EV
.2
ST
A
"A " 9
0+
(2 2.
' L
T)
EL
EV
.3
STA ''A'' 91+31.38 =
STA "M" 80+00.00
STA ''A'' 88+42.48 =
STA "E" 20+00.00
STA ''A'' 91+29.46 =
STA "F" 30+00.00
END PROJECT
STA ''A'' 92+00.00
ST
A
"A " 9
1+
(1 9.
' L
T)
EL
EV
.8
ST
A
"A " 8
7+
(2 4.
' L
T)
EL
EV
.2
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
N 87°39'26" W 1325.16'
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
H
O O
L-
8S
TE
\D
ES
IG
N
\D
RA
W
IN
G S\
CO
N
ST
RU
CT
IO
N \5
7_
_P
LA
N
_A N
D_
PR
O
FI
LE
.D
W G
L ay ou t T ab : 7
P
LA
N
P
RO
FI
LE
Xr ef s:
7_
DE
SI
G N
_I N
DE
X.
DW
G
_D
ES
IG
N
TO
PO
IN
DE
X.
DW
G
_S
U
RV
EY
IN
DE
X.
DW
G
_H
AT
CH
IN
G
.D W
G
_R
IG
H T_
O F_
W
AY
_I N
DE
X.
DW
G
TR
AF
FI
C
IN
DE
X
M K2
.D W
G Pl ot D at e:
5/
/2
T im e:
9:
:0
AM
B y:
G
W
IL
SO
0 20 4020
SCALE IN FEET
M
AT
CH
L
IN
E
ST
A
"A " 8
7+
, S
EE
B
EL
O W
M
AT
CH
L
IN
E
ST
A
"A " 8
7+
, S
EE
A
BO
VE
BR
EA
KL
IN
E
SE
E
SH
EE
T
0319272013
HOUSTON
WALTER A III & CARLOTA G
1107 168TH ST E 0319272066
BETHEL SCHOOL
BETHEL SCHOOL DIST #403
1305 168TH ST E
10424
0319273012
INGLE
GEORGE W & CHRISTY
16801 TO 16809 10TH AVE CT E
0319273003
KENNEDY
MARRIANE H
1115 168TH ST E
0319272066
BETHEL SCHOOL
BETHEL SCHOOL DIST #403
1305 168TH ST E
10424
0319273064
TAX TITLE
PIERCE COUNTY
XXX 168TH ST E
5000620010
HAWLEY
RONALD W & TERESA F
16808 12TH AVE CT E
5000620020
HAMERSON
SHAPREISE J
16802 12TH AVE CT E
5000620030
TURNER
MATTHEW J
16803 12TH AVE CT E
5000620040
FLERCHINGER
SALLY A & MARVIN P
1220 168TH ST E
0319273070
NATIVE
NATIVE CHILD LLC
XXX 13TH AVE CT E
7545100010
MEHRING
JACOB & KATRINA
16804 13TH AVE CT E
7545100160
SHANGULA
STEPHEN A
16803 13TH AVE CT E
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
PLAN SHEETS
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
LE
TT I C I A M . NEAL
NOTES:
1. ELEVATIONS AND OFFSETS PROVIDED ARE TO
FLOWLINE OF THE TRAFFIC CURB
2. REFER TO 8-21.3 FOR PERMANENT SIGNING
0319273071
CLEAVES
DAVID R
1102 1/2 168TH ST E
56+00
168TH STREET EAST
X X X X X X X X X X X X X X X X X X X X X X
WWWWW
G G G G G G G G G G G
G
BTBTBTBTBTBTBTBTBTBTBTBT
STA ''A'' 55+65.46 =
STA "G" 0+00.00
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
5T H
AV
EN
U E
EA
ST
B8 B7 B6
B5
B4B3B2B1
A8 A7 A6
A5
A4A3A2A1
A9A10
B9B10
N 87°37'07" W 222.29'
S 87°37'07" E 244.50'
FOUND STONE WITH
"X", DOWN 1.4'
STA ''A'' 55+65.46
(0.06' RT)
F F F F F F F F F F F F F F
6.0' @ 7.5% 5.0' @ 0.6% 8.0' @ 7.0%
5.0' @ 1.4%
5.0' @ 1.6%
5.0' @ 1.4%
5.0' @ 1.6%
5.0' @ 1.6%
5.0' @ 1.6%
5.0' @ 1.4%
5.0' @ 1.6%
6.0' @ 7.3% 5.0' @ 1.0% 8.0' @ 7.3%
168TH STREET EAST / 5TH AVENUE EAST - NORTHWEST CORNER
INTERSECTION POINT TABLE
POINT
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
"A" LINE
STA "A" 55+27.88 (17.15' LT)
STA "A" 55+33.88 (17.34' LT)
STA "A" 55+38.88 (17.50' LT)
STA "A" 55+46.87 (17.76' LT)
STA "A" 55+46.71 (23.26' LT)
STA "A" 55+38.71 (23.00' LT)
STA "A" 55+33.71 (22.84' LT)
STA "A" 55+27.72 (22.64' LT)
STA "A" 55+38.94 (15.50' LT)
STA "A" 55+33.94 (15.34' LT)
ELEVATION
377.58
377.62
377.66
377.71
378.29
377.73
377.70
378.15
377.76
377.72
DESCRIPTION
FLOWLINE
RAMP, FLOWLINE
RAMP, FLOWLINE
FLOWLINE
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
MATCH POINT
MATCH POINT
168TH STREET EAST/ 5TH AVENUE EAST - NORTHEAST CORNER
INTERSECTION POINT TABLE
POINT
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
"A" LINE
STA "A" 55+85.86 (19.03' LT)
STA "A" 55+91.86 (19.22' LT)
STA "A" 55+96.85 (19.38' LT)
STA "A" 56+04.86 (19.64' LT)
STA "A" 56+04.67 (25.14' LT)
STA "A" 55+96.67 (24.88' LT)
STA "A" 55+91.68 (24.72' LT)
STA "A" 55+85.68 (24.52' LT)
STA "A" 55+96.92 (17.39' LT)
STA "A" 55+91.92 (17.22' LT)
ELEVATION
378.10
378.15
378.20
378.28
378.86
378.28
378.23
378.67
378.30
378.25
DESCRIPTION
FLOWLINE
RAMP, FLOWLINE
RAMP, FLOWLINE
FLOWLINE
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
MATCH POINT
MATCH POINTMATCH EX
MATCH EX
MATCH EX
MATCH EX
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
HO
O L-
8S
TE
\D
ES
IG
N \D
RA
W
IN
GS
\C O
N
ST
RU
CT
IO
N
\5
7_
_I N
TE
RS
EC
TI
O N
.D
W G
L ay ou t T ab : 8
IN
TE
RS
EC
TI
O
N P
LA
N
Xr ef s:
7_
DE
SI
GN
TO
PO
IN
DE
X.
DW
G
/ 5
7_
SU
RV
EY
IN
DE
X.
DW
G / 5
7_
HA
TC
HI
N
G.
DW
G / 5
7_
DE
SI
GN
_I
N
DE
X.
DW
G Da te : 0
5/
/2
T im e:
9:
:1
AM
P lo tt ed b y:
G W
IL
SO
0 5 105
SCALE IN FEET
GENERAL NOTES:
1. ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR AND PIERCE COUNTY
PRIOR TO RAMP/WALK CONSTRUCTION.
2. CEMENT CONCRETE RAMPS SHALL BE 6" THICK.
3. SEE SPECIAL PROVISIONS:
"HOT MIX ASPHALT" - SECTION 5-04
"CEMENT CONCRETE SIDEWALK" - SECTION 5-04
"PERMANENT SIGNING" - SECTION 8-21
4. SEE PIERCE COUNTY STANDARD DRAWINGS:
PC.F8.4
PC.F8.5
PC.F8.6
5. SEE WSDOT STANDARD PLANS.
F 10.12-04: CEMENT CONCRETE TRAFFIC CURB
6. SEE ROADWAY SECTION SHEET 4.
7. ALL RUNNING SLOPE DISTANCES AND SLOPES ARE SHOWN AS CHORD
MEASUREMENTS.
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
INTERSECTION PLAN
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
LE
TT I C I A M . NEAL
0319281056
WINCHESTER
VILLAGE LLC
16601 4TH AVE CT E
X X X X X X XX X X X X X X X X X X X X X X
BTBTBTBTBTBTBTBTBTBTBTBTBT
58+00
5T H
AV
EN
U E
CO
U
RT
E
AS
T
STA ''A'' 58+09.96 =
STA "H" 50+00.00
C8 C7 C6
C5
C4C3C2C1
D7 D6 D5
D4D3D2D1
D8
C9 C10 D9 D10
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
S 87°37'07" E 244.50'
S 87°37'07" E 244.50'
F F F F F F F F F F F F F F
8.5' @ 7.3% 5.0' @ 1.4% 6.0' @ 6.8%
5.0' @ 1.4%
5.0' @ 1.4%
5.0' @ 1.6%
5.0' @ 1.6%
5.0' @ 1.4%
5.0' @ 1.6%
5.0' @ 1.6%
5.0' @ 1.4%
10.0' @ 7.3% 5.0' @ 1.4% 6.0' @ 5.2%
168TH STREET EAST/ 5TH AVENUE COURT EAST - NORTHWEST CORNER
INTERSECTION POINT TABLE
POINT
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
"A" LINE
STA "A" 57+67.31 (25.58' LT)
STA "A" 57+75.81 (25.72' LT)
STA "A" 57+80.81 (25.80' LT)
STA "A" 57+86.81 (25.90' LT)
STA "A" 57+86.70 (31.40' LT)
STA "A" 57+80.70 (31.30' LT)
STA "A" 57+75.70 (31.22' LT)
STA "A" 57+67.20 (31.07' LT)
STA "A" 57+75.88 (23.72' LT)
STA "A" 57+80.88 (23.80' LT)
ELEVATION
378.52
378.39
378.31
378.22
378.80
378.39
378.46
379.09
378.49
378.41
DESCRIPTION
FLOWLINE
RAMP, FLOWLINE
RAMP, FLOWLINE
FLOWLINE
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
MATCH POINT
MATCH POINT
168TH STREET EAST/ 5TH AVENUE COURT EAST - NORTHEAST CORNER
INTERSECTION POINT TABLE
POINT
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
"A" LINE
STA "A" 58+27.69 (26.59' LT)
STA "A" 58+37.69 (26.75' LT)
STA "A" 58+42.68 (26.84' LT)
STA "A" 58+48.68 (26.94' LT)
STA "A" 58+48.67 (32.44' LT)
STA "A" 58+42.67 (32.34' LT)
STA "A" 58+37.67 (32.25' LT)
STA "A" 58+27.67 (32.09' LT)
STA "A" 58+37.72 (24.75' LT)
STA "A" 58+42.72 (24.84' LT)
ELEVATION
377.39
377.16
377.08
376.89
377.47
377.16
377.23
377.96
377.26
377.14
DESCRIPTION
FLOWLINE
RAMP, FLOWLINE
RAMP, FLOWLINE
FLOWLINE
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
MATCH POINT
MATCH POINTMATCH EX
MATCH EX
MATCH EX
MATCH EX
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
HO
O L-
8S
TE
\D
ES
IG
N \D
RA
W
IN
GS
\C O
N
ST
RU
CT
IO
N
\5
7_
_I N
TE
RS
EC
TI
O N
.D
W G
L ay ou t T ab : 9
IN
TE
RS
EC
TI
O
N P
LA
N
Xr ef s:
7_
DE
SI
GN
TO
PO
IN
DE
X.
DW
G
/ 5
7_
HA
TC
HI
N G.
DW
G
/ 5
7_
SU
RV
EY
IN
DE
X.
DW
G / 5
7_
DE
SI
GN
_I
N
DE
X.
DW
G Da te : 0
5/
/2
T im e:
9:
:5
AM
P lo tt ed b y:
G W
IL
SO
0 5 105
SCALE IN FEET
GENERAL NOTES:
1. ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR AND PIERCE COUNTY
PRIOR TO RAMP/WALK CONSTRUCTION.
2. CEMENT CONCRETE RAMPS SHALL BE 6" THICK.
3. SEE SPECIAL PROVISIONS:
"HOT MIX ASPHALT" - SECTION 5-04
"CEMENT CONCRETE SIDEWALK" - SECTION 5-04
"PERMANENT SIGNING" - SECTION 8-21
4. SEE PIERCE COUNTY STANDARD DRAWINGS:
PC.F8.4
PC.F8.5
PC.F8.6
5. SEE WSDOT STANDARD PLANS.
F 10.12-04: CEMENT CONCRETE TRAFFIC CURB
6. SEE ROADWAY SECTION SHEET 4.
7. ALL RUNNING SLOPE DISTANCES AND SLOPES ARE SHOWN AS CHORD
MEASUREMENTS.
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
INTERSECTION PLAN
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
LE
TT I C I A M . NEAL
0319281056
WINCHESTER
VILLAGE LLC
X
X X
BTBTBTBTBTBTBTBTBTBTBTBTBT
60+00
STA ''A'' 60+55.13 =
STA "D" 10+00.00
6T H
AV
EN
U E
EA
ST
''D
LI
N
E
CO
N
ST
RU
CT
IO
N
L = 21.22' R = 25.00' Δ = 48°37'26" T = 11.29'
STA ''A'' 60+54.46 =
STA "J" 60+00.00
6T H
AV
EN
U E
EA
ST
PEDESTRIAN CURB
6" REVEAL AT E5 TO 0"
REVEAL AT E4
PEDESTRIAN CURB
N 87°37'07" W 631.62'
168TH STREET EASTN 87°37'07" W
244.50'
N
2°
'2 2"
E
F F F F F F F F
60+00
BEVEL PEDESTRIAN CURBING AT
45 DEGREE ANGLE
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
5.0' @ 1.6%
7.8' @ 0.5%
15.0' @ 7.1%
15.0' @ 7.1% 18.1' @ 1.5%
E7
E1 E2 E3
E4
E5
E6
E8
E9E10
E11
E12 168TH STREET EAST / 6TH AVENUE EAST - NORTHWEST CORNER
INTERSECTION POINT TABLE
POINT
E1
E2
E3
E4
E5
E6
E7
E8
E9
E10
E11
E12
"A" LINE
STA "A" 59+87.49 (32.73' LT)
STA "A" 60+02.49 (32.77' LT)
STA "A" 60+21.31 (32.85' LT)
STA "A" 60+02.50 (24.48' LT)
STA "A" 60+02.51 (27.77' LT)
STA "A" 59+87.51 (27.23' LT)
STA "A" 60+12.80 (26.64' LT)
STA "A" 60+40.61 (40.00' LT)
STA "A" 60+40.61 (10.85' LT)
STA "A" 59+98.73 (10.76' LT)
STA "A" 59+98.70 (25.26' LT)
STA "A" 60+25.61 (40.00' LT)
"D" LINE
STA "D" 10+32.74 (67.64' LT)
STA "D" 10+32.78 (52.64' LT)
STA "D" 10+32.86 (33.82' LT)
STA "D" 10+24.49 (52.63' LT)
STA "D" 10+27.78 (52.62' LT)
STA "D" 10+27.24 (67.62' LT)
STA "D" 10+26.65 (42.32' LT)
STA "D" 10+40.00 (14.51' LT)
STA "D" 10+10.85 (14.52' LT)
STA "D" 10+10.77 (56.40' LT)
STA "D" 10+25.27 (56.43' LT)
STA "D" 10+40.00 (29.51' LT)
ELEVATION
373.33
372.20
371.93
372.16
372.18
372.75
372.06
371.18
372.04
372.96
372.60
371.43
DESCRIPTION
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
FLOWLINE, PC
FLOWLINE, PT
RAMP, TOP OF SIDEWALK
FLOWLINE
FLOWLINE, MIDPOINT
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
MATCH EXISTINGMATCH EX
MATCH EX
MATCH EX
MATCH EX
MATCH EX
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
HO
O L-
8S
TE
\D
ES
IG
N \D
RA
W
IN
GS
\C O
N
ST
RU
CT
IO
N
\5
7_
_I N
TE
RS
EC
TI
O N
.D
W G
L ay ou t T ab : 1
IN
TE
RS
EC
TI
O N
P
LA
N Xr ef s:
7_
DE
SI
GN
TO
PO
IN
DE
X.
DW
G / 5
7_
SU
RV
EY
IN
DE
X.
DW
G
/ 5
7_
DE
SI
GN
_I N
DE
X.
DW
G
/ 5
7_
HA
TC
HI
N G.
DW
G
Da te
: 0 5/
/2
T im e:
1:
:5
AM
P lo tt ed b y:
G
W
IL
SO
0 5 105
SCALE IN FEET
GENERAL NOTES:
1. ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR AND PIERCE COUNTY
PRIOR TO RAMP/WALK CONSTRUCTION.
2. CEMENT CONCRETE RAMPS SHALL BE 6" THICK.
3. SEE SPECIAL PROVISIONS:
"HOT MIX ASPHALT" - SECTION 5-04
"CEMENT CONCRETE SIDEWALK" - SECTION 5-04
"PERMANENT SIGNING" - SECTION 8-21
4. SEE PIERCE COUNTY STANDARD DRAWINGS:
PC.F8.4
PC.F8.5
PC.F8.6
5. SEE WSDOT STANDARD PLANS.
F 10.12-04: CEMENT CONCRETE TRAFFIC CURB
: CEMENT CONCRETE TRAFFIC CURB AND GUTTER
6. SEE ROADWAY SECTION SHEET 4.
7. ALL RUNNING SLOPE DISTANCES AND SLOPES ARE SHOWN AS CHORD
MEASUREMENTS.
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
INTERSECTION PLAN
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
LE
TT I C I A M . NEAL
0319281056
WINCHESTER
WINCHESTER VILLAGE LLC
BTBTBTBTBTBTBTBTBTBTBTBT
61+00
6T H
AV
EN
U E
EA
ST
N
2°
'2 2"
E
STA ''A'' 60+55.13 =
STA "D" 10+00.00
''D
LI
N
E
CO
N
ST
RU
CT
IO
N
L = 20.68' R = 25.00'
Δ = 47°23'59" T = 10.97'
6T H
AV
EN
U E
EA
ST
N 87°37'07" W 244.50'
PEDESTRIAN CURB
PEDESTRIAN CURB
6" REVEAL AT F5 TO
0" REVEAL AT F6
F F F F F F
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
N 87°37'07" W 631.62'
F7
F1 F2
F3
F4F5
F6
F8
BEVEL PEDESTRIAN CURBING
AT 45 DEGREE ANGLE
7.4' @ 1.5%
5.0' @ 1.6%6.0 @ 4.5%
6.0 @ 4.7%17.8 @ 0.0%
168TH STREET EAST / 6TH AVENUE EAST - NORTHEAST CORNER
INTERSECTION POINT TABLE
POINT
F1
F2
F3
F4
F5
F6
F7
F8
"A" LINE
STA "A" 60+89.56 (33.31' LT)
STA "A" 61+08.02 (33.42' LT)
STA "A" 61+14.02 (33.46' LT)
STA "A" 61+14.06 (27.96' LT)
STA "A" 61+08.05 (28.42' LT)
STA "A" 61+08.10 (25.56' LT)
STA "A" 60+98.02 (27.49' LT)
STA "A" 60+84.83 (40.00' LT)
"D" LINE
STA "D" 10+33.30 (34.43' RT)
STA "D" 10+33.41 (52.90' RT)
STA "D" 10+33.45 (58.90' RT)
STA "D" 10+27.95 (58.93' RT)
STA "D" 10+28.41 (52.93' RT)
STA "D" 10+25.55 (52.97' RT)
STA "D" 10+27.48 (42.89' RT)
STA "D" 10+40.00 (29.71' RT)
ELEVATION
370.76
370.76
371.04
370.46
370.69
370.65
370.72
370.69
DESCRIPTION
FLOWLINE, PC
RAMP, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
FLOWLINE
RAMP, TOP OF SIDEWALK
FLOWLINE, PT
FLOWLINE, MIDPOINT
MATCH POINTMATCH EX
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
HO
O L-
8S
TE
\D
ES
IG
N \D
RA
W
IN
GS
\C O
N
ST
RU
CT
IO
N
\5
7_
_I N
TE
RS
EC
TI
O N
.D
W G
L ay ou t T ab : 1
IN
TE
RS
EC
TI
O N
P
LA
N Xr ef s:
7_
DE
SI
GN
TO
PO
IN
DE
X.
DW
G / 5
7_
SU
RV
EY
IN
DE
X.
DW
G
/ 5
7_
HA
TC
HI
N G.
DW
G
/ 5
7_
RI
GH
T_
O F_
W
AY
_I N
DE
X.
DW
G
/ 5
7_
DE
SI
GN
_I N
DE
X.
DW
G
Da te
: 0 5/
/2
T im e:
1:
:5
AM
P lo tt ed b y:
G
W
IL
SO
0 5 105
SCALE IN FEET
GENERAL NOTES:
1. ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR AND PIERCE COUNTY
PRIOR TO RAMP/WALK CONSTRUCTION.
2. CEMENT CONCRETE RAMPS SHALL BE 6" THICK.
3. SEE SPECIAL PROVISIONS:
"HOT MIX ASPHALT" - SECTION 5-04
"CEMENT CONCRETE SIDEWALK" - SECTION 5-04
"PERMANENT SIGNING" - SECTION 8-21
4. SEE PIERCE COUNTY STANDARD DRAWINGS:
PC.F8.4
PC.F8.5
PC.F8.6
5. SEE WSDOT STANDARD PLANS.
F 10.12-04: CEMENT CONCRETE TRAFFIC CURB
: CEMENT CONCRETE TRAFFIC CURB AND GUTTER
6. SEE ROADWAY SECTION SHEET 4.
7. ALL RUNNING SLOPE DISTANCES AND SLOPES ARE SHOWN AS CHORD
MEASUREMENTS.
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
INTERSECTION PLAN
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
LE
TT I C I A M . NEAL
0319281056
WINCHESTER
WINCHESTER VILLAGE LLC
X X X X X X X
X
X
X X X X X
X
SS SS SS SS SS SS SS SS SS SS SS
WWWWWWWWWWWW
W W
C
BTBTBTBTBTBT
F
F
F
F
F
C C C C
G8 G7 G6 G5
G4G3G2G1
G9 G10G11
G12
G13
G14
G15
G16
G17 G18 G19
G20 G21G22
G23
G24
G25
G26
G27G28
82+50 83+00
C1
C2
C3
C4
TH
A
VE
N U
E
CO
U
RT
E
AS
T (P
RI
VA
TE
STA ''A'' 82+36.24 =
STA "P" 30+00.00
PEDESTRIAN CURB
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
N 87°39'26" W 1325.16'
5.0' @ 1.6%
5.0' @ 1.4%5.0' @ 5.8%
5.0' @ 5.6%6.9' @ 5.8%
6.9' @ 7.4%
5.3' @ 7.4%5.3' @
5.7%
2.
8'
.5
2.
8'
.1
5.
0'
.4
5.
0'
.6
5.0' @ 1.4%6.
5'
.1
15.0' @ 7.4%
15.0' @ 7.4%
18.1' @ 1.7%
18.1' @ 1.7%
5.
0'
.4
5.
0'
.6
5.
0'
.4
5.
0'
.4
7.5' @ 7.1%
5.0' @ 0.6%
6.0' @ 6.2%
NEW RIGHT OF WAY
168TH STREET EAST / 11TH AVENUE COURT EAST
INTERSECTION POINT TABLE
POINT
G1
G2
G3
G4
G5
G6
G7
G8
G9
G10
G11
G12
G13
G14
G15
G16
G17
G18
G19
G20
G21
G22
G23
G24
G25
G26
G27
G28
"A" LINE
STA "A" 82+85.97 (15.67' LT)
STA "A" 82+91.97 (15.73' LT)
STA "A" 82+96.97 (15.79' LT)
STA "A" 83+04.47 (15.86' LT)
STA "A" 83+04.41 (21.36' LT)
STA "A" 82+96.92 (21.29' LT)
STA "A" 82+91.92 (21.23' LT)
STA "A" 82+85.92 (21.17' LT)
STA "A" 82+92.00 (13.05' LT)
STA "A" 82+97.00 (13.11' LT)
STA "A" 82+48.23 (11.60' LT)
STA "A" 82+47.98 (18.11' LT)
STA "A" 82+62.94 (19.26' LT)
STA "A" 82+62.91 (22.09' LT)
STA "A" 82+64.94 (27.09' LT)
STA "A" 82+68.65 (30.83' LT)
STA "A" 82+73.53 (32.90' LT)
STA "A" 82+80.41 (32.98' LT)
STA "A" 82+85.41 (33.04' LT)
STA "A" 82+85.47 (28.04' LT)
STA "A" 82+80.47 (27.98' LT)
STA "A" 82+73.59 (27.90' LT)
STA "A" 82+72.20 (27.31' LT)
STA "A" 82+68.49 (23.57' LT)
STA "A" 82+67.91 (22.14' LT)
STA "A" 82+67.94 (19.31' LT)
STA "A" 82+67.99 (14.31' LT)
STA "A" 82+62.99 (14.26' LT)
ELEVATION
366.81
366.94
366.96
367.00
367.57
367.04
367.01
367.38
367.04
367.07
366.43
366.50
367.61
367.78
368.10
368.40
368.72
369.12
369.40
369.33
369.04
368.53
368.41
368.02
367.90
367.69
367.61
367.54
DESCRIPTION
FLOWLINE
LANDING, FLOWLINE
LANDING, FLOWLINE
FLOWLINE
RAMP, TOP OF SIDEWALK
LANDING, TOP OF SIDEWALK
LANDING, TOP OF SIDEWALK
RAMP, TOP OF SIDEWALK
MATCH POINT
MATCH POINT
MATCH POINT, RAMP
MATCH POINT, RAMP
RAMP
RAMP, PT
RAMP, PC
RAMP, PT
RAMP, PC
MATCH POINT
MATCH POINT
RAMP
RAMP
RAMP, PC
RAMP, PT
RAMP, PC
RAMP, PT
RAMP
FLOWLINE, RAMP
FLOWLINE, RAMP
MATCH EX
MATCH EX
MATCH EX
MATCH EX
MATCH EX
MATCH EX
R/W CURVE DATA - ''R/Wa'' LINE
CURVE
C1
C2
C3
C4
RADIUS
2.00'
2.00'
7.00'
7.00'
LENGTH
1.59'
1.56'
5.44'
5.55'
TANGENT
0.84'
0.82'
2.87'
2.93'
DELTA
45°24'57"
44°33'04"
44°33'04"
45°24'57"
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
H
O O
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8S
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\D
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\D
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7_
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: 1
IN
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7_
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TO
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IN
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AT
CH
IN
G .D
W G
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IN
DE
X.
DW
G
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IG
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DE
X.
DW
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IG
H T_
O F_
W
AY
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DE
X.
DW
G
Pl ot
D at e:
5/
/2
T im e:
1:
:5
AM
B y:
G W
IL
SO
0 5 105
SCALE IN FEET
GENERAL NOTES:
1. ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR AND PIERCE COUNTY
PRIOR TO RAMP/WALK CONSTRUCTION.
2. CEMENT CONCRETE RAMPS SHALL BE 6" THICK.
3. SEE SPECIAL PROVISIONS:
"HOT MIX ASPHALT" - SECTION 5-04
"CEMENT CONCRETE SIDEWALK" - SECTION 5-04
"PERMANENT SIGNING" - SECTION 8-21
4. SEE PIERCE COUNTY STANDARD DRAWINGS:
PC.F8.4
PC.F8.5
PC.F8.6
5. SEE WSDOT STANDARD PLANS.
F 10.12-04: CEMENT CONCRETE TRAFFIC CURB
6. SEE ROADWAY SECTION SHEET 4.
7. ALL RUNNING SLOPE DISTANCES AND SLOPES ARE SHOWN AS CHORD
MEASUREMENTS.
0319272066
BETHEL SCHOOL
BETHEL SCHOOL DIST #403
1305 168TH ST E
10424
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
INTERSECTION PLAN
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
STA ''A'' 88+42.48 =
STA "E" 20+00.00
SSSSSSSSSSSSSSSS
W W
W W
W W
W
BTBTBTBTBTBTBTBT
SP
AN
AW
AY
L
AK
E
HI
G H
SC
HO
O L, W
ES
T
EN
TR
AN
CE
''E
LI
N E
CO
N
ST
RU
CT
IO
N
168TH STREET EASTN 87°39'26" W
1325.16'
88+00
F
F
F
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
6.0' @ 7.5%
6.0' @ 7.5%
H2
H3
H4
H5
H6
H7
H8
H10
H11
H1
H9
N
2°
'2 1"
E
4.0' @ 1.5%
4.0' @ 1.5%
4.0' @ 0.8%
6.0' @ 8.7%
5.
0'
.6
4.0' @ 0.8%4.0' @
0.8%
8.6
0.
8%
5.0' @ 1.6%
10.6' @ 1.1%
NEW RIGHT OF WAY
L = 26.22' R = 20.00' Δ = 75°07'45" T = 15.38'
SPANAWAY LAKE HIGH SCHOOL, WEST ENTRANCE (LEFT)
INTERSECTION POINT TABLE
POINT
H1
H2
H3
H4
H5
H6
H7
H8
H9
H10
H11
"A" LINE
STA "A" 88+05.14 (24.89' LT)
STA "A" 88+13.11 (26.60' LT)
STA "A" 88+18.33 (29.96' LT)
STA "A" 88+21.03 (32.91' LT)
STA "A" 88+23.57 (37.43' LT)
STA "A" 88+24.37 (39.87' LT)
STA "A" 88+13.54 (34.35' LT)
STA "A" 88+16.24 (37.30' LT)
STA "A" 88+10.59 (37.06' LT)
STA "A" 88+13.29 (40.00' LT)
STA "A" 88+05.10 (30.39' LT)
"E" LINE
STA "E" 20+24.87 (24.89' LT)
STA "E" 20+26.59 (26.60' LT)
STA "E" 20+29.95 (29.96' LT)
STA "E" 20+32.90 (32.91' LT)
STA "E" 20+37.42 (37.43' LT)
STA "E" 20+39.87 (39.87' LT)
STA "E" 20+34.34 (34.35' LT)
STA "E" 20+37.29 (37.30' LT)
STA "E" 20+37.04 (37.06' LT)
STA "E" 20+39.99 (40.00' LT)
STA "E" 20+30.37 (30.39' LT)
ELEVATION
372.90
372.92
372.90
372.87
372.80
372.75
373.35
373.32
373.41
373.38
373.48
DESCRIPTION
FLOWLINE, PT
FLOWLINE, FLARE
FLOWLINE, RAMP
FLOWLINE, RAMP
FLOWLINE, FLARE
FLOWLINE, PC, MATCH POINT
RAMP, LANDING
RAMP, LANDING
LANDING, TOP OF SIDEWALK
LANDING, TOP OF SIDEWALK
TOP OF SIDEWALK
MATCH EX
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
HO
O L-
8S
TE
\D
ES
IG
N \D
RA
W
IN
GS
\C O
N
ST
RU
CT
IO
N
\5
7_
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TE
RS
EC
TI
O N
.D
W G
L ay ou t T ab : 1
IN
TE
RS
EC
TI
O N
P
LA
N Xr ef s:
7_
DE
SI
GN
TO
PO
IN
DE
X.
DW
G / 5
7_
HA
TC
HI
N
G.
DW
G / 5
7_
SU
RV
EY
IN
DE
X.
DW
G
/ 5
7_
RI
GH
T_
O F_
W
AY
_I N
DE
X.
DW
G
/ 5
7_
DE
SI
GN
_I N
DE
X.
DW
G
Da te
: 0 5/
/2
T im e:
1:
:2
AM
P lo tt ed b y:
G
W
IL
SO
0 5 105
SCALE IN FEET
GENERAL NOTES:
1. ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR AND PIERCE COUNTY
PRIOR TO RAMP/WALK CONSTRUCTION.
2. FROM PC TO PT SIDEWALK AND RAMP SHALL BE 6" THICK.
3. SEE SPECIAL PROVISIONS:
"HOT MIX ASPHALT" - SECTION 5-04
"CEMENT CONCRETE SIDEWALK" - SECTION 5-04
"PERMANENT SIGNING" - SECTION 8-21
4. SEE PIERCE COUNTY STANDARD DRAWINGS:
PC.F8.4
PC.F8.5
PC.F8.6
5. SEE WSDOT STANDARD PLANS.
F 10.12-04: CEMENT CONCRETE TRAFFIC CURB AND GUTTER
6. SEE ROADWAY SECTION SHEET 4.
7. ALL RUNNING SLOPE DISTANCES AND SLOPES ARE SHOWN AS CHORD
MEASUREMENTS.
8. ADJUST SAWCUT LINE AS NEEDED TO AVOID IMPACTING EXISTING
CHANNELIZATION ON SCHOOL PROPERTY
0319272066
BETHEL SCHOOL
BETHEL SCHOOL DIST #403
1305 168TH ST E
10424
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
INTERSECTION PLAN
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
STA ''A'' 88+42.48 =
STA "E" 20+00.00
BTBTBTBTBTBTBTBTBT
SP
AN
AW
AY
L
AK
E
HI
G H
SC
HO
O L, W
ES
T
EN
TR
AN
CE
''E
LI
N E
CO
N
ST
RU
CT
IO
N
L = 27.75' R = 20.00'
Δ = 79°29'21" T = 16.63' J1
J2J3
J4
J5
J6
J7
J8
J10
J11
J12
J13 J14
J9
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
N 87°39'26" W 1325.16'
N
2°
'2 1"
E
F
F
F
6.0' @ 9.7%
4.0' @ 1.3%
5.
0'
.4 %6.7
7.
6%
5.0' @ 8.6%
11.9' @ 2.2%
8.0' @ 1.3%
6.7
7.
5%
4.0
1.
5%
4.0
1.
5%
4.0' @ 1.3% 4.0' @ 1.3%
NEW RIGHT OF WAY
13.5' @ 0.9%
SPANAWAY LAKE HIGH SCHOOL, WEST ENTRANCE (RIGHT)
INTERSECTION POINT TABLE
POINT
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J13
J14
"A" LINE
STA "A" 88+85.42 (25.39' LT)
STA "A" 88+82.28 (25.37' LT)
STA "A" 88+76.71 (26.13' LT)
STA "A" 88+71.07 (28.72' LT)
STA "A" 88+67.98 (31.26' LT)
STA "A" 88+64.83 (35.37' LT)
STA "A" 88+62.49 (41.71' LT)
STA "A" 88+75.64 (34.28' LT)
STA "A" 88+72.55 (36.82' LT)
STA "A" 88+78.18 (37.37' LT)
STA "A" 88+75.08 (39.91' LT)
STA "A" 88+85.38 (30.89' LT)
STA "A" 88+82.74 (44.15' LT)
STA "A" 88+70.89 (42.69' LT)
"E" LINE
STA "E" 20+25.41 (25.39' RT)
STA "E" 20+25.39 (25.37' RT)
STA "E" 20+26.14 (26.13' RT)
STA "E" 20+28.74 (28.72' RT)
STA "E" 20+31.27 (31.26' RT)
STA "E" 20+35.38 (35.37' RT)
STA "E" 20+41.72 (41.71' RT)
STA "E" 20+34.30 (34.28' RT)
STA "E" 20+36.84 (36.82' RT)
STA "E" 20+37.39 (37.37' RT)
STA "E" 20+39.93 (39.91' RT)
STA "E" 20+30.91 (30.89' RT)
STA "E" 20+44.17 (44.15' RT)
STA "E" 20+42.71 (42.69' RT)
ELEVATION
373.29
373.25
373.17
373.09
373.04
372.97
372.88
373.60
373.54
373.66
373.60
373.86
373.74
373.48
DESCRIPTION
FLOWLINE
FLOWLINE, PC
FLOWLINE, FLARE
FLOWLINE, RAMP
FLOWLINE, RAMP
FLOWLINE, FLARE
FLOWLINE, PT
LANDING, RAMP
LANDING, RAMP
LANDING, TOP OF SIDEWALK
LANDING, TOP OF SIDEWALK
TOP OF SIDEWALK
MATCH EXISTING
MATCH EXISTINGMATCH EX
MATCH EX
MATCH EX
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
HO
O L-
8S
TE
\D
ES
IG
N \D
RA
W
IN
GS
\C O
N
ST
RU
CT
IO
N
\5
7_
_I N
TE
RS
EC
TI
O N
.D
W G
L ay ou t T ab : 1
IN
TE
RS
EC
TI
O N
P
LA
N Xr ef s:
7_
DE
SI
GN
TO
PO
IN
DE
X.
DW
G / 5
7_
HA
TC
HI
N
G.
DW
G / 5
7_
SU
RV
EY
IN
DE
X.
DW
G
/ 5
7_
RI
GH
T_
O F_
W
AY
_I N
DE
X.
DW
G
/ 5
7_
DE
SI
GN
_I N
DE
X.
DW
G
Da te
: 0 5/
/2
T im e:
1:
:1
AM
P lo tt ed b y:
G
W
IL
SO
0 5 105
SCALE IN FEET
GENERAL NOTES:
1. ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR AND PIERCE COUNTY
PRIOR TO RAMP/WALK CONSTRUCTION.
2. FROM PC TO PT SIDEWALK AND RAMP SHALL BE 6" THICK.
3. SEE SPECIAL PROVISIONS:
"HOT MIX ASPHALT" - SECTION 5-04
"CEMENT CONCRETE SIDEWALK" - SECTION 5-04
"PERMANENT SIGNING" - SECTION 8-21
4. SEE PIERCE COUNTY STANDARD DRAWINGS:
PC.F8.4
PC.F8.5
PC.F8.6
5. SEE WSDOT STANDARD PLANS.
F 10.12-04: CEMENT CONCRETE TRAFFIC CURB AND GUTTER
6. SEE ROADWAY SECTION SHEET 4.
7. ALL RUNNING SLOPE DISTANCES AND SLOPES ARE SHOWN AS CHORD
MEASUREMENTS.
8. ADJUST SAWCUT LINE AS NEEDED TO AVOID IMPACTING EXISTING
CHANNELIZATION ON SCHOOL PROPERTY
0319272066
BETHEL SCHOOL
BETHEL SCHOOL DIST #403
1305 168TH ST E
10424
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
INTERSECTION PLAN
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
LE
TT I C I A M . NEAL
CONTRACTOR SHALL REFRESH BARK MULCH
AREA DISTURBED BY CONSTRUCTION
91+00
STA ''A'' 91+29.46 =
STA "F" 30+00.00
X
X
X
X
XXXXX
SSSSSSSSSS
SS
SS
SSSSSS BTBTBTBTBTBTBTBTBTBTBT
SP
AN
AW
AY
L
AK
E
HI
G H
SC
HO
O L, E
AS
T
EN
TR
AN
CE
''F
LI
N E
CO
N
ST
RU
CT
IO
N
K2
K3
K4
K5
K6
K7
K8
K9
K10
K12
K1
TH
A
VE
N U
E
CO
U
RT
E
AS
T
N 87°39'26" W 1325.16'
N
2°
'4 3"
E
F F
F
F
F
X
X
X
X
6.7' @ 7.5%
5.0
9.
0%
4.0' @ 0.8%
6.7' @ 7.5%
6.5' @ 9.1%
4.0' @ 1.0%
6.2' @ 2.1%
4.0' @ 1.0%
4.0' @ 1.5%
4.0' @ 1.5%
5.0' @ 1.6%
9.3' @ 1.1%
14.2' @ 1.3%
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
RESET FENCE
STA ''A'' 91+05.05 (49.60' LT)
RESET FENCE
STA ''A'' 90+89.98 (35.32' LT)
NEW RIGHT OF WAY
L = 34.12' R = 30.00' Δ = 65°10'13" T = 19.17'
K11
SPANAWAY LAKE HIGH SCHOOL, EAST ENTRANCE (LEFT)
INTERSECTION POINT TABLE
POINT
K1
K2
K3
K4
K5
K6
K7
K8
K9
K10
K11
K12
"A" LINE
STA "A" 90+81.03 (22.09' LT)
STA "A" 90+93.62 (24.70' LT)
STA "A" 90+99.35 (28.06' LT)
STA "A" 91+02.39 (30.66' LT)
STA "A" 91+05.73 (34.54' LT)
STA "A" 91+08.47 (39.16' LT)
STA "A" 90+81.09 (27.59' LT)
STA "A" 90+92.07 (36.56' LT)
STA "A" 90+94.67 (33.52' LT)
STA "A" 90+97.71 (36.13' LT)
STA "A" 90+95.11 (39.16' LT)
STA "A" 90+99.61 (43.39' LT)
"F" LINE
STA "F" 30+22.08 (48.44' LT)
STA "F" 30+24.68 (35.85' LT)
STA "F" 30+28.05 (30.12' LT)
STA "F" 30+30.65 (27.08' LT)
STA "F" 30+34.54 (23.75' LT)
STA "F" 30+39.15 (21.01' LT)
STA "F" 30+27.58 (48.38' LT)
STA "F" 30+36.55 (37.41' LT)
STA "F" 30+33.51 (34.80' LT)
STA "F" 30+36.12 (31.77' LT)
STA "F" 30+39.15 (34.37' LT)
STA "F" 30+43.38 (29.87' LT)
ELEVATION
373.48
373.39
373.30
373.27
373.22
373.10
374.06
373.87
373.81
373.77
373.83
373.70
DESCRIPTION
FLOWLINE, PC
FLOWLINE, FLARE
FLOWLINE, RAMP
FLOWLINE, RAMP
FLOWLINE, FLARE
MATCH POINT, PT
TOP OF SIDEWALK
LANDING, TOP OF SIDEWALK
LANDING, RAMP
LANDING, RAMP
LANDING, TOP OF SIDEWALK
MATCH POINT
MATCH EX
MATCH EX
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
HO
O L-
8S
TE
\D
ES
IG
N \D
RA
W
IN
GS
\C O
N
ST
RU
CT
IO
N
\5
7_
_I N
TE
RS
EC
TI
O N
.D
W G
L ay ou t T ab : 1
IN
TE
RS
EC
TI
O N
P
LA
N Xr ef s:
7_
DE
SI
GN
TO
PO
IN
DE
X.
DW
G / 5
7_
HA
TC
HI
N
G.
DW
G / 5
7_
SU
RV
EY
IN
DE
X.
DW
G
/ 5
7_
RI
GH
T_
O F_
W
AY
_I N
DE
X.
DW
G
/ 5
7_
DE
SI
GN
_I N
DE
X.
DW
G
Da te
: 0 5/
/2
T im e:
7:
:2
AM
P lo tt ed b y:
G
W
IL
SO
0 5 105
SCALE IN FEET
GENERAL NOTES:
1. ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR AND PIERCE COUNTY
PRIOR TO RAMP/WALK CONSTRUCTION.
2. FROM PC TO PT SIDEWALK AND RAMP SHALL BE 6" THICK.
3. SEE SPECIAL PROVISIONS:
"HOT MIX ASPHALT" - SECTION 5-04
"CEMENT CONCRETE SIDEWALK" - SECTION 5-04
"PERMANENT SIGNING" - SECTION 8-21
4. SEE PIERCE COUNTY STANDARD DRAWINGS:
PC.F8.4
PC.F8.5
PC.F8.6
5. SEE WSDOT STANDARD PLANS.
F 10.12-04: CEMENT CONCRETE TRAFFIC CURB AND GUTTER
6. SEE ROADWAY SECTION SHEET 4.
7. ALL RUNNING SLOPE DISTANCES AND SLOPES ARE SHOWN AS CHORD
MEASUREMENTS.
8. ADJUST SAWCUT LINE AS NEEDED TO AVOID IMPACTING EXISTING
CHANNELIZATION ON SCHOOL PROPERTY
0319272066
BETHEL SCHOOL
BETHEL SCHOOL DIST #403
1305 168TH ST E
10424
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
INTERSECTION PLAN
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
X
X
X
X X X X
SS
SS
SS
SSSSSSSSSSSSSSSSSS
XXXX
BT
BTBTBTBTBTBTBTBTBTBT
92+00
STA ''A'' 91+29.46 =
STA "F" 30+00.00
SP
AN
AW
AY
L
AK
E
HI
G H
SC
HO
O L, E
AS
T
EN
TR
AN
CE
''F
LI
N E
CO
N
ST
RU
CT
IO
N
L1
L15
L16
TH
A
VE
N U
E
CO
U
RT
E
AS
T
RESET FENCE
STA ''A'' 91+51.14 (49.63' LT)
RESET FENCE
STA ''A'' 91+67.95 (34.57' LT)
168TH STREET EAST
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
N 87°39'26" W 1325.16'
X
X
X
X
X
L3
L4
L5
L6
L7 L9
L10L11
L13
L12
L14
L2
L8 N
2°
'4
3" E
4.0
1.
5%
4.0
1.
5%
10.8' @ 1.5%
4.0' @ 0.5% 6.5' @ 9.2%
5.0' @ 8.8%
4.0' @ 0.5%
4.0' @ 0.5%
5.
0'
.6
5.
0'
.6
12.2' @ 4.8%
11.9' @ 5.5%
5.5' @ 0.9%
5.5' @ 0.9%
7.0
7.
4%
4.0
1.
5%
NEW RIGHT OF WAY
L = 35.55' R = 30.00'
Δ = 67°53'36" T = 20.19'
SPANAWAY LAKE HIGH SCHOOL, EAST ENTRANCE (RIGHT)
INTERSECTION POINT TABLE
POINT
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
"A" LINE
STA "A" 91+82.15 (19.94' LT)
STA "A" 91+76.65 (20.13' LT)
STA "A" 91+65.40 (22.77' LT)
STA "A" 91+59.68 (26.15' LT)
STA "A" 91+56.65 (28.76' LT)
STA "A" 91+53.31 (32.68' LT)
STA "A" 91+49.55 (39.83' LT)
STA "A" 91+60.83 (40.00' LT)
STA "A" 91+64.17 (37.47' LT)
STA "A" 91+67.20 (34.86' LT)
STA "A" 91+61.55 (34.44' LT)
STA "A" 91+64.58 (31.83' LT)
STA "A" 91+76.85 (25.63' LT)
STA "A" 91+82.35 (25.43' LT)
STA "A" 91+94.20 (24.05' LT)
STA "A" 91+94.41 (20.62' LT)
"F" LINE
STA "F" 30+19.96 (19.94' RT)
STA "F" 30+20.15 (20.13' RT)
STA "F" 30+22.78 (22.77' RT)
STA "F" 30+26.16 (26.15' RT)
STA "F" 30+28.77 (28.76' RT)
STA "F" 30+32.69 (32.68' RT)
STA "F" 30+39.84 (39.83' RT)
STA "F" 30+40.01 (40.00' RT)
STA "F" 30+37.48 (37.47' RT)
STA "F" 30+34.87 (34.86' RT)
STA "F" 30+34.45 (34.44' RT)
STA "F" 30+31.84 (31.83' RT)
STA "F" 30+25.65 (25.63' RT)
STA "F" 30+25.45 (25.43' RT)
STA "F" 30+24.07 (24.05' RT)
STA "F" 30+20.64 (20.62' RT)
ELEVATION
373.93
373.88
373.73
373.63
373.61
373.55
373.44
374.10
374.19
374.21
374.13
374.15
374.46
374.51
373.85
373.84
DESCRIPTION
FLOWLINE,
FLOWLINE, PC
FLOWLINE, FLARE
FLOWLINE, RAMP
FLOWLINE, RAMP
FLOWLINE, FLARE
FLOWLINE, PT
TOP OF SIDEWALK
LANDING, TOP OF SIDEWALK
LANDING, TOP OF SIDEWALK
LANDING, RAMP
LANDING, RAMP
TOP OF SIDEWALK
TOP OF SIDEWALK, RAMP
MATCH POINT, RAMP
MATCH POINT, RAMP
MATCH EX
MATCH EX
MATCH EX
Dr aw in g:
P
-S
AF
ER
O
U
TE
ST
O
SC
HO
O L-
8S
TE
\D
ES
IG
N \D
RA
W
IN
GS
\C O
N
ST
RU
CT
IO
N
\5
7_
_I N
TE
RS
EC
TI
O N
.D
W G
L ay ou t T ab : 1
IN
TE
RS
EC
TI
O N
P
LA
N Xr ef s:
7_
DE
SI
GN
TO
PO
IN
DE
X.
DW
G / 5
7_
HA
TC
HI
N
G.
DW
G / 5
7_
SU
RV
EY
IN
DE
X.
DW
G
/ 5
7_
RI
GH
T_
O F_
W
AY
_I N
DE
X.
DW
G
/ 5
7_
DE
SI
GN
_I N
DE
X.
DW
G
Da te
: 0 5/
/2
T im e:
7:
:3
AM
P lo tt ed b y:
G
W
IL
SO
0 5 105
SCALE IN FEET
GENERAL NOTES:
1. ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR AND PIERCE COUNTY
PRIOR TO RAMP/WALK CONSTRUCTION.
2. FROM PC TO PT SIDEWALK AND RAMP SHALL BE 6" THICK.
3. SEE SPECIAL PROVISIONS:
"HOT MIX ASPHALT" - SECTION 5-04
"CEMENT CONCRETE SIDEWALK" - SECTION 5-04
"PERMANENT SIGNING" - SECTION 8-21
4. SEE PIERCE COUNTY STANDARD DRAWINGS:
PC.F8.4
PC.F8.5
PC.F8.6
5. SEE WSDOT STANDARD PLANS.
F 10.12-04: CEMENT CONCRETE TRAFFIC CURB AND GUTTER
6. SEE ROADWAY SECTION SHEET 4.
7. ALL RUNNING SLOPE DISTANCES AND SLOPES ARE SHOWN AS CHORD
MEASUREMENTS.
8. ADJUST SAWCUT LINE AS NEEDED TO AVOID IMPACTING EXISTING
CHANNELIZATION ON SCHOOL PROPERTY
0319272066
BETHEL SCHOOL
BETHEL SCHOOL DIST #403
1305 168TH ST E
10424
Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
FOR DATE
SEE COVER SHEET
LETTICIA M. NEAL, P.E.
TRANSPORTATION IMPROVEMENT SECTION MANAGER
SAFE ROUTES TO SCHOOL - 168TH STREET EAST
B STREET EAST TO 13TH AVENUE COURT EAST
INTERSECTION PLAN
CRP 5937
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
G. WILSON
G. WILSON
M. VAIRAPANDI, P.E.
D. CAVANAGH P.E.
37879
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
TB
BTBTBTBTBT
168TH STREET EASTSTA ''A'' 50+46.18
''A'' LINE = ''R/Wa'' LINE = CONSTRUCTION ℄
168TH ST E
F F F F
M1 M2
M11 M12
M3 M4
M5 M6
M7 M8
M9M10
PR
IV
AT
E
DR
IV
EW
AY
6.0' @ 3.2%
8.1' @ 3.0%8.1' @ 5.7%
6.0' @ 6.8%
STA 50+46 LT
PARCEL #5006
1+001+201+401+50
168TH STREET EAST / DRIVEWAY 50+46 - POINT TABLE
POINT
M1
M2
M3
M4
M5
M…
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