5978_ConstructionPlans.pdf
PDF 3 MB Posted
- Attached to
- Guardrail Program - 2025 CRP 5978
- Solicitation number
- 2026-MPW-212
- Issued by
- Pierce County, Washington
About this file
This construction plans document is prepared by Pierce County Office of the County Engineer in Washington and provides detailed specifications for the Guardrail Program - 2025 project (CRP 5978). The project involves the improvement of Bridge #28173-D on 8th Avenue South at Horn Creek by installing beam guardrail systems, transitions, and terminals. Key work items include the removal of 50 linear feet of existing guardrail, installation of 250 linear feet of Beam Guardrail Type 31, 50 linear feet of Beam Guardrail Type 10, four Beam Guardrail Transition Sections (Type 23), two non-flared terminals, and two buried terminals (Type 2). Additional project components include installation of approximately 67 linear feet of 18-inch diameter Schedule A culvert pipe for drainage, 120 tons of crushed surfacing top course, 70 square yards of seeding and fertilizing, 18 guardrail reflectors, and 50 square feet of construction signs. The project also encompasses erosion control estimated at $3,000, utility coordination estimated at $5,000, roadside cleanup, trimming, and a contingency allocation of $10,000 for reimbursement for third-party damage.
The plans establish specific technical requirements for guardrail installation, including bridge guardrail posts to be offset 1 foot north of existing post locations, with voids filled with grout per Standard Specification 9-20.3(2). Horizontal clearance marker signs at all four bridge corners are to be removed and relocated. Bridge guardrail details specify the use of 3/4-inch diameter resin-bonded anchors with 10-inch minimum embedment and 7/8-inch holes for 3/4-inch button head bolts. The project includes provisions for relocating LightCurve buried lines prior to construction and managing Astound buried conduits during construction, with contractor liability for conduit damage waived. Crushed surfacing top course must be placed before guardrail installation, with additional surfacing placed after installation as needed. The plans reference WSDOT Standard Plans and Special Provisions 8-11 and 8-21 for guardrail reflector spacing and clearance marker sign relocation procedures.
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Other files
| File | Type | Posted |
|---|---|---|
| 5978_Proposal.pdf | ||
| 5978_Contract.pdf |
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Text version
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GUARDRAIL PROGRAM - 2025
AT HORN CREEK, 200' N/O AND S/O BR #28173-D
CRP 5978
PROJECT PLANS
LOCATION MAP
VICINITY MAP
T.
N.
R.
E.
W.
M.
8T H
AV
E
S
364TH ST S
INDEX
1 COVER SHEET
2 LEGEND AND SUMMARY OF QUANTITIES
3 PLAN
4 DETAILS
END PROJECT
BEGIN PROJECT
Pierce County 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.
COUNTY ENGINEER
PROJECT LOCATION
SR 702
HORN CREEK
6T H
AV
E
S
368TH ST S
TH
A
VE C
T S
SURFACE FEATURES
CREEK / DITCH
ASPHALT
GRAVEL
GUARDRAIL
TOP OF BANK
TB
TRAFFIC SIGNS/SIGNALIZATION
TRAFFIC SIGN SINGLE POST
POWER (ELECTRICAL)
UTILITY GUY POLE
UTILITY POLE
TELEPHONE/COMMUNICATIONS
CABINETT
RIGHT-OF-WAY/SURVEY
CENTERLINE / CONTROL
PROPERTY LINE
RIGHT-OF-WAY
UTILITIES
CABLE TELEVISION (BURIED)
TELEPHONE (BURIED)
POWER (AERIAL)
STORM DRAINAGE (SIZE & TYPE AS NOTED)
BTV
BT
P
UTILITY SYMBOLS
EXISTING PROPOSED DESCRIPTION
SURFACE FEATURE SYMBOLS
EXISTING PROPOSED DESCRIPTION
LINETYPES
EXSTISTING PROPOSED DESCRIPTION
TOPOGRAPHY SYMBOLS
QUARRY SPALLS
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Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409
An APWA Accredited Agency
DATE APPROVEDBYREVISIONNO.
SHEET
OF
FOR DATE
SEE COVER SHEET
WILLIAM J. FRARE, P.E.
FIELD ENGINEERING SECTION MANAGER
GUARDRAIL PROGRAM - 2025
AT HORN CREEK, 200' N/O AND S/O BR #28173-D
LEGEND AND SUMMARY OF QUANTITIES
CRP 5978
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
T. OLSON, P.E.
T. OLSON, P.E.
A. EDWARDS, P.E.
B. NORTON, P.E.
ST
ATE OF WASHINGTON
P R
O
F E S S I ONA L ENG I NE
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REG I STERED
36289
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L IAM J . FRARE
ITEM
NO.
TOTAL
QUANTITY
SUB-TOTAL
SECTION
1-07.2(1)
OF
STANDARD
SPECS
SUB-TOTAL
SECTION
1-07.2(2)
OF
STANDARD
SPECS
UNIT ITEM
PREPARATION
1 LUMP SUM LUMP SUM L.S. MOBILIZATION
2 50 50 L.F. REMOVING GUARDRAIL
DRAINAGE
3 2 2 TON QUARRY SPALLS
4 67 67 L.F. SCHEDULE A CULV. PIPE 18 IN. DIAM.
SURFACING
5 120 120 TON CRUSHED SURFACING TOP COURSE
EROSION CONTROL AND ROADSIDE PLANTING
6 EST. 3,000 EST. 3,000 DOLLAR EROSION/WATER POLLUTION CONTROL
7 70 70 S.Y. SEEDING AND FERTILIZING BY HAND
TRAFFIC
8 50 50 L.F. BEAM GUARDRAIL TYPE 10
9 250 250 L.F. BEAM GUARDRAIL TYPE 31
10 4 4 EACH BEAM GUARDRAIL TRANSITION SECTION TYPE 23
11 2 2 EACH BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL
12 175 175 L.F. BEAM GUARDRAIL TYPE 31 BURIED TERMINAL TYPE 2
13 18 18 EACH GUARDRAIL REFLECTOR
14 LUMP SUM LUMP SUM L.S. PERMANENT SIGNING
15 LUMP SUM LUMP SUM L.S. PROJECT TEMPORARY TRAFFIC CONTROL
16 LUMP SUM LUMP SUM L.S. WORK ZONE SAFETY CONTINGENCY
17 50 50 S.F. CONSTRUCTION SIGNS CLASS A
OTHER ITEMS
18 LUMP SUM LUMP SUM L.S. UTILITY COORDINATION
19 EST. 5,000 EST. 5,000 DOLLAR ROADSIDE CLEANUP
20 LUMP SUM LUMP SUM L.S. TRIMMING AND CLEANUP
21 EST. 5,000 EST. 5,000 DOLLAR REIMBURSEMENT FOR THIRD PARTY DAMAGE
22 EST. 10,000 EST. 10,000 DOLLAR MINOR CHANGE
23 LUMP SUM LUMP SUM L.S. SPCC PLAN
BTVBTVBTVBTVBTVBTVBTV
BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT
P P P P P P P P P P P P P
P P P P P P P P P P P P PPPPP
PPPPP
P
P
T
P
BTBTVBTVBTVBTVBTVBTVBTVBTVT
TB
TB
TB
TBTBTBTBTBTB
TB TB TB TB TB
TB
TB
TB
TBTBTBTBTBTBTB
TB
TB
TB TB TB TB TB
TB
TB
HO
RN
CR
EE
K
BRIDGE #28173-D8TH AVENUE SOUTH
POLE #: TP54976
POLE #:558737-151505
POLE #: TP54975
POLE #: 558776-151505
SCHEDULE A CULVERT PIPE 18 IN. DIAM.,
APPROXIMATELY 67 LF.
PROVIDE POSITIVE DRAINAGE TO THE SOUTH
SEE NOTE 4
REMOVE GUARDRAIL, 25 LF
BEAM GUARDRAIL TYPE 10, 25 LF
SEE NOTE 3
REMOVE GUARDRAIL, 25 LF
BEAM GUARDRAIL TYPE 10, 25 LF
SEE NOTE 3
BEAM GUARDRAIL
TRANSITION
SECTION TYPE 23
BEAM GUARDRAIL
TRANSITION
SECTION TYPE 23
BEAM GUARDRAIL
TYPE 31 NON-FLARED
TERMINAL
BEAM GUARDRAIL
TRANSITION
SECTION TYPE 23
BEAM GUARDRAIL
TYPE 31 NON-FLARED
TERMINAL
BEAM GUARDRAIL
TRANSITION
SECTION TYPE 23
BEAM GUARDRAIL TYPE 31 - BURIED TERMINAL
TYPE 2, 87.5 LF
BEAM GUARDRAIL
TYPE 31, 50 LF
BEAM GUARDRAIL
TYPE 31, 50 LF
BEAM GUARDRAIL TYPE 31 - BURIED TERMINAL
TYPE 2, 87.5 LF
BEAM GUARDRAIL
TYPE 31, 75 LF
BEAM GUARDRAIL
TYPE 31, 75 LF
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GENERAL NOTES:
1. SEE WSDOT STANDARD PLANS FOR:
- BEAM GUARDRAIL TYPE 31
- BEAM GUARDRAIL TYPE 31 - BURIED TERMINAL TYPE 2
- BEAM GUARDRAIL TYPE 31 NON-FLARED
TERMINAL (POSTED SPEED 45 MPH AND BELOW)
- BEAM GUARDRAIL (TYPE 31) TRANSITION SECTION TYPE 23
2. SEE SPECIAL PROVISION 8-11 FOR GUARDRAIL REFLECTOR SPACING AND LOCATION.
3. BRIDGE GUARDRAIL POSTS SHALL BE OFFSET 1' NORTH OF EXISTING GUARDRAIL POST
LOCATIONS. VOIDS IN BRIDGE FROM EXISTING GUARDRAIL POSTS SHALL BE FILLED
WITH GROUT CONFORMING TO STANDARD SPECIFICATION 9-20.3(2).
4. EXISTING HORIZONTAL CLEARANCE MARKER SIGNS LOCATED AT ALL FOUR CORNERS
OF THE BRIDGE ARE TO BE REMOVED AND RELOCATED. SEE SPECIAL PROVISION 8-21.
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
WILLIAM J. FRARE, P.E.
FIELD ENGINEERING SECTION MANAGER
GUARDRAIL PROGRAM - 2025
AT HORN CREEK, 200' N/O AND S/O BR #28173-D
PLAN
CRP 5978
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
T. OLSON, P.E.
T. OLSON, P.E.
A. EDWARDS, 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
PLAN VIEW
NOT TO SCALE
NORTH NON-FLARED TERMINAL SECTION
LOOKING NORTH
NOT TO SCALE
EDGE OF PAVEMENT
10H:1V OR FLATTER SLOPE
FROM EDGE OF PAVEMENT
TO SLOPE BREAKPOINT
EXISTING
GROUND
CRUSHED SURFACING
TOP COURSE, SEE NOTE 3. SCHEDULE A CULVERT PIPE 18 IN. DIAM.
WITH 6" MINIMUM COVER
20H:1V OR FLATTER SLOPE
FROM EDGE OF PAVEMENT
TO SLOPE BREAKPOINT
SEE NOTE 1 SEE NOTE 2
4' OR WHEN CUT SLOPE
MEETS FILL SLOPE
4' OR WHEN CUT SLOPE
MEETS FILL SLOPE
LIGHTCURVE AND ASTOUND
CONDUITS, SEE NOTE 8.
ROADWAY
STEEL POST (TYP.)
BEAM GUARDRAIL
TYPE 10 (TYP.)
EXISTING
CURB (TYP.)
EXISTING BRIDGE
DECK (TYP.)
LIGHTCURVE CONDUIT, SEE NOTE 8.
DRILL 7 8" Ø HOLES FOR 3 4" Ø BUTTON
HEAD BOLT WITH STANDARD NUT,
STANDARD WASHER AND BEVELED
WASHER (TYP.).
CONTRACTOR SHALL VERIFY OVERALL
LENGTH OF BOLT/ANCHOR PRIOR TO
INSTALLATION.
BRIDGE GUARDRAIL DETAIL
LOOKING NORTH
NOT TO SCALE
4" Ø RESIN BONDED ANCHOR WITH 10"
MIN. EMBEDMENT (TYP.)
GUARDRAIL FLUSH
WITH CURB (TYP.)
POST FLUSH WITH
BOTTOM OF DECK
4" (T
YP
.) 5.
5" (T
YP
SOUTH BURIED TERMINAL SECTION
LOOKING NORTH
NOT TO SCALE
EDGE OF PAVEMENT
BEAM GUARDRAIL TYPE 31 -
BURIED END TERMINAL TYPE 2 BEAM GUARDRAIL TYPE 31 -
BURIED END TERMINAL TYPE 2
SEEDING AND FERTILIZING
BY HAND (TYP.)
SEE NOTE 5
LIGHTCURVE AND ASTOUND
CONDUITS, SEE NOTE 8.
ROADWAY
TYPICAL GUARDRAIL SECTION
LOOKING NORTH
NOT TO SCALE
EDGE OF PAVEMENT
CRUSHED SURFACING
TOP COURSE, SEE NOTE 3.
10:1V OR FLATTER SLOPE FROM EDGE
OF PAVEMENT TO SLOPE BREAKPOINT
2' MIN.
SEE NOTE 4 2' MIN.
LIGHTCURVE AND ASTOUND
CONDUITS, SEE NOTE 8.
ROADWAY
PIPE END DETAIL
NOT TO SCALE
CULVERT BEVEL TO MATCH
SLOPE OF FILL
QUARRY SPALLS
PLAN VIEWSECTION VIEW
3' -6
2'-0" 3'-0"
1' -0
2'-0"
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GENERAL NOTES:
1. THE NORTHWEST BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL SHALL BE FLARED AT THE MAXIMUM FLARE RATE.
2. THE NORTHEAST BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL SHALL BE NOT BE FLARED.
3. CRUSHED SURFACING TOP COURSE SHALL BE PLACED BEFORE GUARDRAIL INSTALLATION. ADDITIONAL CRUSHED SURFACING
TOP COURSE SHALL BE PLACED AFTER GUARDRAIL INSTALLATION AS NEEDED.
4. ON THE WEST SIDE, THE FACE OF GUARDRAIL OFFSET SHALL TAPER FROM THE FACE OF CURB ON THE BRIDGE TO 3' OFF THE
EDGE OF PAVEMENT AT THE BEGINNING OF THE TERMINAL SECTIONS.
5. ALL AREAS DISTURBED BY INSTALLED BURIED END TERMINALS SHALL BE SEEDED AND FERTILIZED BY HAND AS DIRECTED BY THE
ENGINEER.
6. RESIN BONDED ANCHORS SHALL CONFORM TO STANDARD SPECIFICATIONS 6-02.3(18)A AND 9-06.4.
7. BOLTS AND ANCHORS FOR GUARDRAIL POST ATTACHMENT TO BRIDGE SHALL BE INSTALLED ON THE TRAFFIC SIDE OF THE STEEL
POST WEB.
8. LIGHTCURVE BURIED LINES WILL BE RELOCATED PRIOR TO CONSTRUCTION. ASTOUND BURIED CONDUITS WILL BE EMPTY DURING CONSTRUCTION. THE CONTRACTOR IS PERMITTED TO INSTALL GUARDRAIL POSTS AS SHOWN ON THE PLANS, EVEN IF IT CONFLICTS WITH THE ASTOUND BURIED CONDUIT. THE CONTRACTOR IS NOT LIABLE FOR DAMAGE TO THE CONDUIT.
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
WILLIAM J. FRARE, P.E.
FIELD ENGINEERING SECTION MANAGER
GUARDRAIL PROGRAM - 2025
AT HORN CREEK, 200' N/O AND S/O BR #28173-D
DETAILS
CRP 5978
DATE APPROVEDBYREVISIONNO.
DRAWN BY:
DESIGNED BY:
CHECKED BY:
REVIEWED BY:
T. OLSON, P.E.
T. OLSON, P.E.
A. EDWARDS, 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
| 01-5978_CoverSheet |
| 02-5978_BridgeSheets |
| 2 Legend and Summary of Quantities |
| 3 Plan |
| 4 Details |
File details come from the government source that posted it. Updated .