5963_ConstructionPlans.pdf
PDF 12 MB Posted
- Solicitation number
- 2025-MPW-274
- Issued by
- Pierce County, Washington
About this file
This is a construction plans document prepared by Pierce County Planning & Public Works for Bridge Deck Rehabilitation project CRP 5963, a federally funded improvement project under Federal Aid No. BHOM-9927(069). The project encompasses deck rehabilitation work on three county bridges: Bridge No. 24164-A on Alder Road Cutoff Road East spanning the Mashel River, Bridge No. 6195-A on 96th Street East spanning the Puyallup River, and Bridge No. 5175-C on Orville Road East spanning Kapowsin Creek. The primary work involves removing existing asphalt concrete pavement and applying polyester concrete overlays at varying thicknesses—1 1/16 inches for Bridge 24164-A, 1 9/16 inches for Bridge 6195-A, and 2 1/16 inches for Bridge 5175-C. Ancillary work includes surface scarification, HMA pavement repair, removal of waterproofing membranes on select structures, installation of joint seals at bridge ends, approach slab repairs, staging area preparation, and comprehensive traffic control and detour operations. The project requires 40 working days for completion, with bids due electronically by 1:00 p.m. on Wednesday, March 18, 2026, and public bid opening 30 minutes thereafter. The construction plans include detailed sheets for each bridge group, typical cross-sections showing roadway dimensions ranging from 20 feet to 38 feet in width, summary of quantities and material legends, and comprehensive traffic control and detour plans with portable changeable message signs and barricade placement details for all three bridge locations.
The estimated project cost ranges from $2,300,000 to $3,400,000 and is funded through federal aid. The project is subject to an 11% Federally Small Business Enterprise (FSBE) set-aside requirement and Title VI of the Civil Rights Act of 1964 with affirmative action provisions for disadvantaged business enterprises. Bidders must submit a five percent bid bond payable to the Treasurer of Pierce County, comply with Buy America requirements for all iron, steel, and manufactured products, and furnish executed payment and performance bonds within ten days of award notification. The successful contractor must meet minimum qualifications under RCW 39.04.350(1), maintain valid contractor licensing, provide UBI and Industrial Insurance Account numbers, certify prevailing wage compliance, and submit a Local Agency Subcontractor List for specified trades. Award will be made to the lowest responsive bidder, with recycled material percentages serving as a tiebreaker in case of equal bids. Prospective bidders may submit written clarification requests through the Pierce County Procurement and Contract Services website by 3:30 p.m. on the Thursday preceding bid opening.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 5963_Contract.pdf | ||
| 5963_ConstructionPlans.pdf | ||
| 5963_Proposal.pdf |
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Text version
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BRIDGE DECK REHABILITATIONS
BRIDGE NOS. 24164-A, 6195-A AND 5175-C
CRP 5963
FEDERAL AID PROJECT NO. BHOM-9927(069)
PROJECT PLANS
INDEX
1 COVER SHEET
2 SUMMARY OF QUANTITIES, LEGEND AND DETAILS
3 GROUP 1 - BRIDGE NO. 24164-A
4 GROUP 2 - BRIDGE NO. 6195-A
5 GROUP 3 - BRIDGE NO. 5175-C
6-7 DETOUR PLAN - GROUP 1
8 DETOUR PLAN - GROUP 2
9 DETOUR PLAN - GROUP 3
LOCATION MAP
# GROUP LOCATION
Office of the County Engineer 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. DATE
COUNTY ENGINEER
2 31
ROAD
MATCH EXISTING ROADWAY WIDTH
VARIES 20'-0" TO 38'-0"
ROADWAY EXCAVATION INCL. HAUL DETAIL
GROUP 1 - BRIDGE #24164-A
GROUP 2 - BRIDGE #6195-A
MATCH EXISTING* MATCH EXISTING*
EXISTING
GROUND
PAVEMENT REPAIR EXCAVATION
INCL. HAUL LIMITS
* WARP ROADWAY SECTION TO TRANSITION FROM BRIDGE
OVERLAY SLOPE TO EXISTING ROAD SLOPE AT THE MATCH POINT.
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SUMMARY OF QUANTITIES
LEGEND (EXISTING)
RIGHT-OF-WAY LINE
ROAD CENTERLINE
FOG LINE
EDGE OF ASPHALT
EDGE OF DRIVEWAY
STRUCTURE
GUARDRAIL
WATER LINE
AERIAL POWER
SIGN
CATCH BASIN
SURFACING LEGEND
HMA FOR PAVEMENT REPAIR CL. 1/2 IN. PG 58H-22 - 0.17' COMPACTED DEPTH (WEARING COURSE)
HMA FOR PAVEMENT REPAIR CL. 1/2 IN. PG 58H-22 - 0.34' COMPACTED DEPTH (LEVELING COURSE)
CRUSHED SURFACING BASE COURSE - 1.0' COMPACTED DEPTH
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Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
DATE
SEE COVER SHEET
WILLIAM J. FRARE, P.E.
FIELD ENGINEERING SECTION MANAGER
BRIDGE DECK REHABILITATIONS
BRIDGE NOS. 24164-A, 6195-A AND 5175-C
SUMMARY OF QUANTITIES, LEGEND AND DETAILS
CRP 5963
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
A. KINGTALIK
A. KINGTALIK
A. SCHILDMEYER, S.E., P.E.
B. NORTON, P.E.
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
36289
W
IL
L IAM J . FRARE
LEGEND (PROPOSED)
INLET PROTECTION
POLYESTER CONC. OVERLAY LIMITS
PAVEMENT REPAIR LIMITS
STAGING AREA
10'-0" LANE10'-0" LANE
20'-0"
REMOVAL OF ASPHALT CONC. PAVEMENT
FULL DEPTH (APPROX. 1"), SCARIFYING
CONC. SURFACE 116" DEPTH, AND REPLACE
WITH A 1 116" POLYESTER CONC. OVERLAY.
ROAD
ORDINARY HIGH WATER
AP
PR
O X.
5'
-0
MATCH EXISTING CROWNMATCH EXISTING CROWN
JOINT DETAIL
TYPICAL BOTH ENDS
NOT TO SCALE
PAVEMENT REPAIR
EXISTING HMA
HMA FINISHED GRADE
CONC. GIRDER
HMA JOINT SEAL AT BRIDGE END
SEE WSDOT STD. PLAN A-40.20-04, DETAIL 3.
1 116" POLYESTER
CONC. OVERLAY
SCARIFYING CONC. SURFACE, 116" DEPTH
162'-0"
10'-0" PAVEMENT REPAIR 10'-0" PAVEMENT REPAIR
100'-0" STAGING AREA100'-0" STAGING AREA
A
BRIDGE #24164-A PLAN VIEW
NOT TO SCALE
℄ ALDER CUTOFF RD E
DRIVEWAYS TO REMAIN OPEN
AP
PR
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2'
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TYPICAL SECTION - BRIDGE #24164-A
NOT TO SCALE
Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
DATE
SEE COVER SHEET
WILLIAM J. FRARE, P.E.
FIELD ENGINEERING SECTION MANAGER
BRIDGE DECK REHABILITATIONS
BRIDGE NOS. 24164-A, 6195-A AND 5175-C
GROUP 1 - MASHEL RIVER BRIDGE NO. 24164-A
CRP 5963
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
A. KINGTALIK
A. KINGTALIK
A. SCHILDMEYER, S.E., P.E.
B. NORTON, P.E.
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
36289
W
IL
L IAM J . FRARE
12'-0" LANE12'-0" LANE
36'-0"
6'-0" SHOULDER6'-0" SHOULDER
REMOVAL OF ASPHALT CONC. PAVEMENT FULL DEPTH
(APPROX. 1 12"), SCARIFYING CONC. SURFACE 116" DEPTH,
AND REPLACE WITH A 1 9 16" POLYESTER CONC. OVERLAY.
ROAD
ORDINARY HIGH WATER
AP
PR
O X.
7'
-0
MATCH EXISTING CROWNMATCH EXISTING CROWN
JOINT DETAIL
TYPICAL BOTH ENDS
NOT TO SCALE
PAVEMENT REPAIR
HMA FINISHED GRADE
CONC. DECK
CONC.
GIRDER
END
DIAPHRAGM
HMA JOINT SEAL AT BRIDGE END
SEE WSDOT STD. PLAN A-40.20-04, DETAIL 3.
SCARIFYING CONC. SURFACE, 116" DEPTH
EXISTING HMA
1 9 16" POLYESTER
CONC. OVERLAY
380'-7"
20'-0" PAVEMENT REPAIR
100'-0" STAGING AREA
20'-0" PAVEMENT REPAIR
100'-0" STAGING AREA
DRIVEWAYS TO REMAIN OPEN
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℄ 96TH ST E
AP
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TYPICAL SECTION - BRIDGE #6195-A
NOT TO SCALE
Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
DATE
SEE COVER SHEET
WILLIAM J. FRARE, P.E.
FIELD ENGINEERING SECTION MANAGER
BRIDGE DECK REHABILITATIONS
BRIDGE NOS. 24164-A, 6195-A AND 5175-C
GROUP 2 - PUYALLUP RIVER BRIDGE NO. 6195-A
CRP 5963
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
A. KINGTALIK
A. KINGTALIK
A. SCHILDMEYER, S.E., P.E.
B. NORTON, P.E.
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
36289
W
12'-0" LANE12'-0" LANE
38'-0"
7'-0" SHOULDER7'-0" SHOULDER
REMOVAL OF ASPHALT CONC. PAVEMENT AND
MEMBRANE WATERPROOFING FULL DEPTH, (APPROX.
2"), SCARIFYING CONC. SURFACE 116" DEPTH, AND
REPLACE WITH A 2 116" POLYESTER CONC. OVERLAY.
ROAD
ORDINARY HIGH WATER
AP
PR
O X.
6'
-0
MATCH EXISTING CROWNMATCH EXISTING CROWN
JOINT DETAIL
TYPICAL BOTH ENDS
NOT TO SCALE
APPROACH SLAB END
DIAPHRAGM
BACK OF PAVEMENT SEAT
2 116" POLYESTER CONC. OVERLAY
SCARIFYING CONC. SURFACE,
16" DEPTH
W53DG GIRDER
1'-4"
EXISTING ASPHALT
OVERLAY
P
P
P
P
115'-0" BACK TO BACK OF PAVEMENT SEATS
25'-0"
APPROACH SLAB
25'-0"
APPROACH SLAB
100'-0" STAGING AREA
℄ ORVILLE RD E
BRIDGE #5175-C PLAN VIEW
NOT TO SCALE
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TYPICAL SECTION - BRIDGE #5175-C
NOT TO SCALE
Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
DATE
SEE COVER SHEET
WILLIAM J. FRARE, P.E.
FIELD ENGINEERING SECTION MANAGER
BRIDGE DECK REHABILITATIONS
BRIDGE NOS. 24164-A, 6195-A AND 5175-C
GROUP 3 - KAPOWSIN CREEK BRIDGE NO. 5175-C
CRP 5963
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
A. KINGTALIK
A. KINGTALIK
A. SCHILDMEYER, S.E., P.E.
B. NORTON, P.E.
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
36289
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LEGEND
DETOUR SIGN AND POST
DETOUR SIGN AND BARRICADE
PORTABLE CHANGEABLE
MESSAGE SIGNPCMS
13 6
12 6
SEE DETAIL A
SHEET 7
SEE DETAIL B
SHEET 7
13 6
12 6
10PCMS
13 6
12 6
13 6
12 6
EATONVILLE HWY E
SR-7
PILGRIM RD E
ENGLUND RD E
SP
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W A
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R
R D
E
ALDER MASHEL RD E
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H
O O
L R
D E
A
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C
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TO
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R
D E
ALDER CUTOFF RD E
13 5
PORTABLE CHANGEABLE MESSAGE SIGN
(SEE NOTES 8 AND 9 AND SPECIAL PROVISIONS)
60"
30"
MOUNT ON TYPE 3 BARRICADE
ROAD CLOSED
LOCAL TRAFFIC ONLY
R11-3a
6.5 MILES AHEAD
860"
30"
MOUNT ON TYPE 3 BARRICADE
ROAD CLOSED
LOCAL TRAFFIC ONLY
R11-3a
700 FEET AHEAD
BLACK ON ORANGE
FOR USE WITH SIGNS 4, 5, & 6
BLACK ON ORANGE
FOR USE WITH SIGNS 4, 5, & 6
BLACK ON ORANGE
FOR USE WITH SIGN 1
SIGNING NOTES
1. THESE SIGNS ARE IN ADDITION TO ANY CLASS A SIGNS NECESSARY FOR DELINEATION OF WORK ZONE (THAT ARE TO REMAIN FOR THE DURATION OF THE PROJECT).
2. SIGN SPACING = 500' MINIMUM FOR 45 MPH ROADS, 350' MINIMUM FOR 35/40 MPH ROADS, 200' MINIMUM FOR 30/25 MPH ROADS.
3. ALL SIGNING SHALL BE INSTALLED IN ACCORDANCE WITH THE MUTCD, AND SIGNS IN WSDOT RIGHT OF WAY PER WSDOT STANDARD PLAN K-80.10.
4. ALL SIGN COLORS SHALL BE IN ACCORDANCE WITH THE MUTCD, UNLESS OTHERWISE NOTED.
5. ALL SIGNS SHALL BE MOUNTED ON A SINGLE 4 IN. X 4 IN. WOOD POST UNLESS OTHERWISE NOTED OR APPROVED BY THE COUNTY ENGINEER, AND SIGNS IN WSDOT
RIGHT OF WAY PER WSDOT STANDARD PLAN K-80.10.
6. TWO FLASHING WARNING LIGHTS (TYPE A IN ACCORDANCE WITH THE MUTCD) SHALL BE USED TO MARK EACH BARRICADE AT NIGHT.
7. CONTRACTOR SHALL COORDINATE WITH EMERGENCY SERVICES.
8. SEVEN DAYS PRIOR TO CLOSURE, OPERATE CHANGEABLE MESSAGE SIGNS INFORMING PUBLIC OF CLOSURE AND DATES OF CLOSURE. CONTRACTOR TO PROPOSE
MESSAGE, FOR REVIEW BY PIERCE COUNTY.
9. DURING CLOSURE, OPERATE CHANGEABLE MESSAGE SIGNS INFORMING PUBLIC OF CLOSURE AND DATES OF CLOSURE. CONTRACTOR TO PROPOSE MESSAGE, FOR
REVIEW BY PIERCE COUNTY.
10. ALL DETOUR SIGNING SHALL BE INSTALLED A MINIMUM OF 100 FEET FROM ANY EXISTING PIERCE COUNTY TRAFFIC CONTROL SIGNS. IF EXISTING CONDITIONS ARE
SUCH THAT 100-FOOT SPACING CANNOT BE MET, SIGN PLACEMENT LESS THAN 100 FEET MAY BE ALLOWED WITH ENGINEER'S APPROVAL. WHEN INSTALLING DETOUR OR CONSTRUCTION RELATED SIGNING IN ADVANCE OF COUNTY SIGNS, INCREASE SIGN OFFSET FROM ROADWAY EDGE TO AVOID VISUALLY OBSTRUCTING
EXISTING TRAFFIC CONTROL SIGNS.
11. COVER OR REMOVE ANY TEMPORARY CONSTRUCTION SIGNS WHEN NOT IN USE.
12. SEE SPECIAL PROVISIONS "ORDER OF WORK" AND "TRAFFIC CONTROL PLANS".
13. SIGNS SHALL BE MOUNTED SUCH THAT THE BOTTOM EDGE OF THE LOWEST SIGN ON A POST IS NOT LESS THAN 6 FEET ABOVE THE NEAREST PAVEMENT EDGE.
14. MULTIPLE SIGNS LISTED LEFT TO RIGHT SHALL BE INSTALLED IN THAT ORDER, BUT FROM TOP DOWN ON THE POST.
15. WORK IN LOCAL AGENCY RIGHT OF WAY IS NOT REVIEWED BY WSDOT BUT SHALL BE REVIEWED AND APPROVED BY THE LOCAL AGENCY
16. CONTACT WSDOT OR TRANSPORTATION MANAGMENT CENTER AT (253) 538-3300 APPROXIMATELY 5 MINUTES PRIOR TO START OF ALL WORK AND AGAIN AFTER ALL
WORK IS COMPLETE.
10PCMS
MOUNT ON TYPE III BARRICADE
48 IN.
30 IN.
ROAD
CLOSED
R11-2
48"
36"
M4-9S
SR-161 (MP 0.0-3.0)
SR
-7
(M P
.6
-2 6.
9)
48"
36"
M4-9R
M4-9L 48"
36"
48"
18"
M4-10L
ROAD
CLOSED
W20-3
48"
AHEAD
48"
DETOUR
W20-2
AHEAD
48 IN.
36 IN.
SP-2
Alder Cutoff
SOUTH
48 IN.
36 IN.
SP-3
Alder Cutoff
NORTH
48 IN.
36 IN.
SP-1
Alder Cutoff Rd E
PCMS10
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
48789
SA
RAH C . GR I CE
Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
DATE
SEE COVER SHEET
SARAH C. GRICE
COUNTY TRAFFIC ENGINEER
BRIDGE DECK REHABILITATIONS
BRIDGE NOS. 24164-A, 6195-A, AND 5175-C
DETOUR PLAN - GROUP 1
CRP 5963
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
A. OWUSU ANSAH
A. OWUSU ANSAH
C. HENRY, P.E.
S. MOELLER, P.E., PTOE
PCMS EXAMPLE
** FIELD LOCATE **
EIGHT
LETTER
MAX
2.0 SEC 2.0 SEC
PER EACH
LINE
(+) SPACES
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LEGEND
DETOUR SIGN AND POST
DETOUR SIGN AND BARRICADE
PORTABLE CHANGEABLE
MESSAGE SIGNPCMS
LEGEND
DETOUR SIGN AND POST
DETOUR SIGN AND BARRICADE
PORTABLE CHANGEABLE
MESSAGE SIGNPCMS
MOUNT ON TYPE III BARRICADE
48 IN.
30 IN.
ROAD
CLOSED
R11-2
M4-10L 48 IN.
18 IN.
PORTABLE CHANGEABLE MESSAGE SIGN
(SEE NOTES 8 AND 9 AND SPECIAL PROVISIONS)
60"
30"
MOUNT ON TYPE 3 BARRICADE
ROAD CLOSED
LOCAL TRAFFIC ONLY
R11-3a
6.5 MILES AHEAD
860"
30"
MOUNT ON TYPE 3 BARRICADE
ROAD CLOSED
LOCAL TRAFFIC ONLY
R11-3a
700 FEET AHEAD
BLACK ON ORANGE
FOR USE WITH SIGNS 4, 5, & 6
BLACK ON ORANGE
FOR USE WITH SIGNS 4, 5, & 6
BLACK ON ORANGE
FOR USE WITH SIGN 1
48"
36"
M4-9S
48"
36"
M4-9R
M4-9L 48"
36"
SIGNING NOTES
1. THESE SIGNS ARE IN ADDITION TO ANY CLASS A SIGNS NECESSARY FOR DELINEATION OF WORK ZONE (THAT ARE TO REMAIN FOR THE DURATION OF THE PROJECT).
2. SIGN SPACING = 500' MINIMUM FOR 45 MPH ROADS, 350' MINIMUM FOR 35/40 MPH ROADS, 200' MINIMUM FOR 30/25 MPH ROADS.
3. ALL SIGNING SHALL BE INSTALLED IN ACCORDANCE WITH THE MUTCD, AND SIGNS IN WSDOT RIGHT OF WAY PER WSDOT STANDARD PLAN K-80.10.
4. ALL SIGN COLORS SHALL BE IN ACCORDANCE WITH THE MUTCD, UNLESS OTHERWISE NOTED.
5. ALL SIGNS SHALL BE MOUNTED ON A SINGLE 4 IN. X 4 IN. WOOD POST UNLESS OTHERWISE NOTED OR APPROVED BY THE COUNTY ENGINEER, AND SIGNS IN WSDOT RIGHT OF
WAY PER WSDOT STANDARD PLAN K-80.10.
6. TWO FLASHING WARNING LIGHTS (TYPE A IN ACCORDANCE WITH THE MUTCD) SHALL BE USED TO MARK EACH BARRICADE AT NIGHT.
7. CONTRACTOR SHALL COORDINATE WITH EMERGENCY SERVICES AND TRANSIT SERVICES.
8. SEVEN DAYS PRIOR TO CLOSURE, OPERATE CHANGEABLE MESSAGE SIGNS INFORMING PUBLIC OF CLOSURE AND DATES OF CLOSURE. CONTRACTOR TO PROPOSE MESSAGE, FOR
REVIEW BY PIERCE COUNTY.
9. DURING CLOSURE, OPERATE CHANGEABLE MESSAGE SIGNS INFORMING PUBLIC OF CLOSURE AND DATES OF CLOSURE. CONTRACTOR TO PROPOSE MESSAGE, FOR REVIEW BY
PIERCE COUNTY.
10. ALL DETOUR SIGNING SHALL BE INSTALLED A MINIMUM OF 100 FEET FROM ANY EXISTING PIERCE COUNTY TRAFFIC CONTROL SIGNS. IF EXISTING CONDITIONS ARE SUCH THAT
100-FOOT SPACING CANNOT BE MET, SIGN PLACEMENT LESS THAN 100 FEET MAY BE ALLOWED WITH ENGINEER'S APPROVAL. WHEN INSTALLING DETOUR OR CONSTRUCTION RELATED SIGNING IN ADVANCE OF COUNTY SIGNS, INCREASE SIGN OFFSET FROM ROADWAY EDGE TO AVOID VISUALLY OBSTRUCTING EXISTING TRAFFIC CONTROL SIGNS.
11. COVER OR REMOVE ANY TEMPORARY CONSTRUCTION SIGNS WHEN NOT IN USE.
12. SEE SPECIAL PROVISIONS "ORDER OF WORK" AND "TRAFFIC CONTROL PLANS".
13. SIGNS SHALL BE MOUNTED SUCH THAT THE BOTTOM EDGE OF THE LOWEST SIGN ON A POST IS NOT LESS THAN 6 FEET ABOVE THE NEAREST PAVEMENT EDGE.
14. MULTIPLE SIGNS LISTED LEFT TO RIGHT SHALL BE INSTALLED IN THAT ORDER, BUT FROM TOP DOWN ON THE POST.
15. WORK IN LOCAL AGENCY RIGHT OF WAY IS NOT REVIEWED BY WSDOT BUT SHALL BE REVIEWED AND APPROVED BY THE LOCAL AGENCY
16. CONTACT WSDOT OR TRANSPORTATION MANAGMENT CENTER AT (253) 538-3300 APPROXIMATELY 5 MINUTES PRIOR TO START OF ALL WORK AND AGAIN AFTER ALL WORK IS
COMPLETE.
ROAD
CLOSED
W20-3
48"
AHEAD
48"
DETOUR
W20-2
AHEAD
48 IN.
36 IN.
SP-2
Alder Cutoff
SOUTH
48 IN.
36 IN.
SP-3
Alder Cutoff
NORTH
48 IN.
36 IN.
SP-1
Alder Cutoff Rd E
10PCMS
10PCMS
PCMS10
Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
DATE
SEE COVER SHEET
SARAH C. GRICE
COUNTY TRAFFIC ENGINEER
BRIDGE DECK REHABILITATIONS
BRIDGE NOS. 24164-A, 6195-A, AND 5175-C
DETOUR PLAN - GROUP 1
CRP 5963
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
A. OWUSU ANSAH
A. OWUSU ANSAH
C. HENRY, P.E.
S. MOELLER, P.E., PTOE
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
48789
SA
RAH C . GR I CE
PCMS EXAMPLE
** FIELD LOCATE **
EIGHT
LETTER
MAX
2.0 SEC 2.0 SEC
PER EACH
LINE
in g:
N
PU
W
D\
EN
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ST
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_D
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R Xr ef s:
Pl ot
D at e:
9/
/2
T im e:
0:
:5
AM
B y:
A O
W U
SU
A
PORTABLE CHANGEABLE MESSAGE SIGN
(SEE NOTES 8 AND 9 AND SPECIAL PROVISIONS)
BLACK ON ORANGE
FOR USE WITH SIGNS 4, 5, & 6
BLACK ON ORANGE
FOR USE WITH SIGNS 4, 5, & 6
BLACK ON ORANGE
FOR USE WITH SIGN 1
48"
36"
M4-9S
48"
36"
M4-9R
M4-9L 48"
36"
48"
18"
M4-10L
ROAD
CLOSED
W20-3
48"
AHEAD
48"
DETOUR
W20-2
AHEAD
48 IN.
36 IN.
SP-2
96 St E
EAST
48 IN.
36 IN.
SP-3
96 St E
WEST
SR
-1
(M
P 0.
1.
6)
96 St E
M cM ut ch eo n
R d
E
Rhodes Lake Rd E
Military Rd E
MOUNT ON TYPE 3 BARRICADE
48"
30"
ROAD
CLOSED
R11-2
60"
30"
MOUNT ON TYPE 3 BARRICADE
ROAD CLOSED
LOCAL TRAFFIC ONLY
R11-3a
1/2 MILE AHEAD
M4-10R 48"
18"
30"
12"96 St E
SP-1
SIGNING NOTES
1. THESE SIGNS ARE IN ADDITION TO ANY CLASS A SIGNS NECESSARY FOR DELINEATION OF WORK ZONE (THAT ARE TO REMAIN FOR THE DURATION OF THE PROJECT).
2. SIGN SPACING = 500' MINIMUM FOR 45 MPH ROADS, 350' MINIMUM FOR 35/40 MPH ROADS, 200' MINIMUM FOR 30/25 MPH ROADS.
3. ALL SIGNING SHALL BE INSTALLED IN ACCORDANCE WITH THE MUTCD, AND SIGNS IN WSDOT RIGHT OF WAY PER WSDOT STANDARD PLAN K-80.10.
4. ALL SIGN COLORS SHALL BE IN ACCORDANCE WITH THE MUTCD, UNLESS OTHERWISE NOTED.
5. ALL SIGNS SHALL BE MOUNTED ON A SINGLE 4 IN. X 4 IN. WOOD POST UNLESS OTHERWISE NOTED OR APPROVED BY THE COUNTY ENGINEER, AND SIGNS IN WSDOT RIGHT
OF WAY PER WSDOT STANDARD PLAN K-80.10.
6. TWO FLASHING WARNING LIGHTS (TYPE A IN ACCORDANCE WITH THE MUTCD) SHALL BE USED TO MARK EACH BARRICADE AT NIGHT.
7. CONTRACTOR SHALL COORDINATE WITH EMERGENCY SERVICES AND TRANSIT SERVICES.
8. SEVEN DAYS PRIOR TO CLOSURE, OPERATE CHANGEABLE MESSAGE SIGNS INFORMING PUBLIC OF CLOSURE AND DATES OF CLOSURE. CONTRACTOR TO PROPOSE MESSAGE, FOR REVIEW BY PIERCE COUNTY.
9. DURING CLOSURE, OPERATE CHANGEABLE MESSAGE SIGNS INFORMING PUBLIC OF CLOSURE AND DATES OF CLOSURE. CONTRACTOR TO PROPOSE MESSAGE, FOR REVIEW
BY PIERCE COUNTY.
10. ALL DETOUR SIGNING SHALL BE INSTALLED A MINIMUM OF 100 FEET FROM ANY EXISTING PIERCE COUNTY TRAFFIC CONTROL SIGNS. IF EXISTING CONDITIONS ARE SUCH
THAT 100-FOOT SPACING CANNOT BE MET, SIGN PLACEMENT LESS THAN 100 FEET MAY BE ALLOWED WITH ENGINEER'S APPROVAL. WHEN INSTALLING DETOUR OR CONSTRUCTION RELATED SIGNING IN ADVANCE OF COUNTY SIGNS, INCREASE SIGN OFFSET FROM ROADWAY EDGE TO AVOID VISUALLY OBSTRUCTING EXISTING TRAFFIC
CONTROL SIGNS.
11. COVER OR REMOVE ANY TEMPORARY CONSTRUCTION SIGNS WHEN NOT IN USE.
12. SEE SPECIAL PROVISIONS "ORDER OF WORK" AND "TRAFFIC CONTROL PLANS".
13. SIGNS SHALL BE MOUNTED SUCH THAT THE BOTTOM EDGE OF THE LOWEST SIGN ON A POST IS NOT LESS THAN 6 FEET ABOVE THE NEAREST PAVEMENT EDGE.
14. MULTIPLE SIGNS LISTED LEFT TO RIGHT SHALL BE INSTALLED IN THAT ORDER, BUT FROM TOP DOWN ON THE POST.
15. WORK IN LOCAL AGENCY RIGHT OF WAY IS NOT REVIEWED BY WSDOT BUT SHALL BE REVIEWED AND APPROVED BY THE LOCAL AGENCY
16. CONTACT WSDOT OR TRANSPORTATION MANAGMENT CENTER AT (253) 538-3300 APPROXIMATELY 5 MINUTES PRIOR TO START OF ALL WORK AND AGAIN AFTER ALL WORK
IS COMPLETE.
LEGEND
DETOUR SIGN AND POST
DETOUR SIGN AND BARRICADE
PORTABLE CHANGEABLE
MESSAGE SIGN
PCMS
PCM
S
PC
M
S
Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
DATE
SEE COVER SHEET
SARAH C. GRICE
COUNTY TRAFFIC ENGINEER
BRIDGE DECK REHABILITATIONS
BRIDGE NOS. 24164-A, 6195-A, AND 5175-C
DETOUR PLAN - GROUP 2
CRP 5963
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
A. OWUSU ANSAH
A. OWUSU ANSAH
C. HENRY, P.E.
S. MOELLER, P.E., PTOE
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
48789
SA
RAH C . GR I CE
R iv er si de D r E612
13 4
PCMS EXAMPLE
** FIELD LOCATE **
EIGHT
LETTER
MAX
2.0 SEC 2.0 SEC
PER EACH
LINE
in g:
N
PU
W
D\
EN
G 2\
PR
O
JE
CT
S\
-B
RI
DG
ED
EC
KR
EH
AB
-M
AS
H
EL
RV
_P U
YA
LL
U
PR
V_
KA
PO
W
SI
N
CK
\T
RA
FF
IC
\D
RA
W
IN
G
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TR
AF
FI
C
CO
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TR
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AN
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PL
AN
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_D
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RP
LA
N
.D W
G L ay ou t T ab
: O
RV
IL
LE
R D
E Xr ef s:
Pl ot
D at e:
9/
/2
T im e:
0:
:0
AM
B y:
A O
W U
SU
A
PORTABLE CHANGEABLE MESSAGE SIGN
(SEE NOTES 8 AND 9 AND SPECIAL PROVISIONS)
BLACK ON ORANGE
FOR USE WITH SIGNS 2, 4, & 5
BLACK ON ORANGE
FOR USE WITH SIGNS 2, 4, & 5
SIGNING NOTES
1. THESE SIGNS ARE IN ADDITION TO ANY CLASS A SIGNS NECESSARY FOR DELINEATION OF WORK ZONE (THAT ARE TO REMAIN FOR THE
DURATION OF THE PROJECT).
2. SIGN SPACING = 500' MINIMUM FOR 45 MPH ROADS, 350' MINIMUM FOR 35/40 MPH ROADS, 200' MINIMUM FOR 30/25 MPH ROADS.
3. ALL SIGNING SHALL BE INSTALLED IN ACCORDANCE WITH THE MUTCD.
4. ALL SIGN COLORS SHALL BE IN ACCORDANCE WITH THE MUTCD, UNLESS OTHERWISE NOTED.
5. ALL SIGNS SHALL BE MOUNTED ON A SINGLE 4 IN. X 4 IN. WOOD POST UNLESS OTHERWISE NOTED OR APPROVED BY THE COUNTY ENGINEER.
6. TWO FLASHING WARNING LIGHTS (TYPE A IN ACCORDANCE WITH THE MUTCD) SHALL BE USED TO MARK EACH BARRICADE AT NIGHT.
7. CONTRACTOR SHALL COORDINATE WITH EMERGENCY SERVICES.
8. SEVEN DAYS PRIOR TO CLOSURE, OPERATE CHANGEABLE MESSAGE SIGNS INFORMING PUBLIC OF CLOSURE AND DATES OF CLOSURE.
CONTRACTOR TO PROPOSE MESSAGE, FOR REVIEW BY PIERCE COUNTY.
9. DURING CLOSURE, OPERATE CHANGEABLE MESSAGE SIGNS INFORMING PUBLIC OF CLOSURE AND DATES OF CLOSURE. CONTRACTOR TO
PROPOSE MESSAGE, FOR REVIEW BY PIERCE COUNTY.
10. ALL DETOUR SIGNING SHALL BE INSTALLED A MINIMUM OF 100 FEET FROM ANY EXISTING PIERCE COUNTY TRAFFIC CONTROL SIGNS. IF
EXISTING CONDITIONS ARE SUCH THAT 100-FOOT SPACING CANNOT BE MET, SIGN PLACEMENT LESS THAN 100 FEET MAY BE ALLOWED WITH ENGINEER'S APPROVAL. WHEN INSTALLING DETOUR OR CONSTRUCTION RELATED SIGNING IN ADVANCE OF COUNTY SIGNS, INCREASE SIGN OFFSET FROM ROADWAY EDGE TO AVOID VISUALLY OBSTRUCTING EXISTING TRAFFIC CONTROL SIGNS.
11. COVER OR REMOVE ANY TEMPORARY CONSTRUCTION SIGNS WHEN NOT IN USE.
12. SEE SPECIAL PROVISIONS "ORDER OF WORK" AND "TRAFFIC CONTROL PLANS".
13. SIGNS SHALL BE MOUNTED SUCH THAT THE BOTTOM EDGE OF THE LOWEST SIGN ON A POST IS NOT LESS THAN 6 FEET ABOVE THE NEAREST
PAVEMENT EDGE.
14. MULTIPLE SIGNS LISTED LEFT TO RIGHT SHALL BE INSTALLED IN THAT ORDER, BUT FROM TOP DOWN ON THE POST.
M4-10R 48"
18"
8 10
1 2
4 13
MOUNT ON TYPE 3 BARRICADE
48"
30"
ROAD
CLOSED
R11-2
48"
18"
M4-10L
M4-9L 48"
36"
48"
36"
M4-9R
48"
36"
M4-9S
60"
30"
MOUNT ON TYPE 3 BARRICADE
ROAD CLOSED
LOCAL TRAFFIC ONLY
R11-3a
1.5 MILES AHEAD
60"
30"
MOUNT ON TYPE 3 BARRICADE
ROAD CLOSED
LOCAL TRAFFIC ONLY
R11-3a
2 MILES AHEAD
5 13
264 ST E
ORVILLE RD E
CAMP O
NE R
D E
ORVILLE RD E
O R
VI
LL
E R
D E
KAPOWSIN HWY E
O R
TIN
G
-K A
PO
W
SIN
H
W Y E
5 12
6 13
6 12
4 13
4 12
6 13
ROAD
CLOSED
W20-3
48"
AHEAD
48"
DETOUR
W20-2
AHEAD
48 IN.
36 IN.
SP-1
Orville Rd E
SOUTH
48 IN.
36 IN.
SP-1
Orville Rd E
NORTH
PCM
S
PCMS
Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
SHEET
OF
DATE
SEE COVER SHEET
SARAH C. GRICE
COUNTY TRAFFIC ENGINEER
BRIDGE DECK REHABILITATIONS
BRIDGE NOS. 24164-A, 6195-A, AND 5175-C
DETOUR PLAN - GROUP 3
CRP 5963
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
A. OWUSU ANSAH
A. OWUSU ANSAH
C. HENRY, P.E.
S. MOELLER, P.E., PTOE
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
E R
REG I STERED
48789
SA
RAH C . GR I CE
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