14-Reconstruction of Bridge 2904 Drawings Construction Plans.pdf
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- Attached to
- Reconstruction of Bridge 2904
- Solicitation number
- Not on record
- Issued by
- Mercer County, Pennsylvania
About this file
This is a construction plans document for the Mercer County, Pennsylvania Bridge 2904 reconstruction project, prepared in accordance with Pennsylvania Department of Transportation standards. The project involves the reconstruction of Bridge 2904 spanning a branch of the Little Neshanock Creek on Bend Road (T-546) in Wilmington Township, Mercer County. The bridge features a clear span of 60 feet (61 feet 6 inches bridge-to-bridge) and includes comprehensive construction details including plan and profile sheets, structure plans, erosion and sediment pollution control plans, detour plans, and standard detail drawings. The construction plans reference multiple standard specification drawings dated February through March 2026, with the index of drawings spanning 26 sheets of structural plans. The plans establish vertical datum using the North American Vertical Datum of 1988 (NAVD 88) and horizontal control based on the Pennsylvania State Plane Coordinate System (PA83-NF). Contractors must contact the PA One Call System at 1-800-242-1776 at least three working days prior to excavation to locate and verify all underground utilities, including those operated by PIN Oak Energy Partners LLC, Pennsylvania Power Co., and Diversified Gas and Oil. The project includes roadway reconstruction with Class R-7 material chocked with R-4, guide rail installation per TC-8604 specifications with posts spaced at 75 feet and minimum length of 6 feet, and wearing course specifications of 9.5 MM mix with 1.5-inch depth and PGS 64-22 material. Bid submissions were due April 30, 2026, at 10:00 a.m. local time via PennBid to the Mercer County Bridge Department.
The construction plans document does not contain explicit pricing information, set-aside designations, or contract term details. However, the comprehensive nature of the technical specifications and the extent of the construction documentation indicate a substantial infrastructure project. The plans note that no navigable streams exist on the project and establish that the contractor bears responsibility for field verification of all utility locations prior to construction. Standard Pennsylvania construction specifications and guidelines, including Publication 408, govern all project construction requirements.
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Text version
GENERAL NOTES
STANDARD DRAWINGS:
DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING
0620-1600.
LENGTH BEYOND THE MINIMUM 6'-0" SHALL BE INCEDENTAL TO ITEM
WITH THE RC-51M AS REQUIRED FOR THE SITE CONDITIONS. POST
CONTRACTOR SHALL SELECT GUIDERAIL POST LENGTH IN ACCORDANCE
SPACED AT 75' PER TC-8604
INSTALL TYPE CS-STRONG POST DELINEATORS ON THE GUIDERAIL
SPECIFICATION, LATEST EDITION.
CONSTRUCT PROJECT IN ACCORDANCE WITH PUBLICATION 408
CALL BOX, OR POLICE CALL BOX.
DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE
THERE ARE NO NAVIGABLE STREAMS ON THIS PROJECT.
VERTICAL DATUM OF 1988 (NAVD 88)
THE VERTICAL CONTROL IS BASED UPON THE NORTH AMERICAN
PLANE COORDINATE SYSTEM (PA83-NF)
ALL HORIZONTAL CONTROL IS BASED ON THE PENNSYLVANIA STATE
SERIAL NO. 20260863079.
CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776,
THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST
CONSTRUCTION PLANS
FOR
MERCER COUNTY BRIDGE 2904 REPLACEMENT
APRIL 2026
INDEX OF DRAWINGS
LOCATION MAP
SHEET NO.
TITLE SHEET
PLAN & PROFILE
TITLE
SCALE: 1" = 1/2 MILE
PROJECT LOCATION
START OF ANY CONSTRUCTION ACTIVITIES.
FIELD VERIFY THE EXACT LOCATIONS AND DEPTH OF ALL UTILITY LINES PRIOR TO THE
BURIED UTILITIES/STRUCTURES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE
SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED.
LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS
STRUCTURES AND FIELD OBSERVATIONS/SURVEY.
THE LOCATION OF UTILITIES AS SHOWN HEREON ARE BASED ON ABOVEGROUND
WILMINGTON TOWNSHIP MERCER COUNTY
PIN OAK ENERGY PARTNERS LLC
PENNSYLVANIA POWER CO
DIVERSIFIED GAS AND OIL
UTILITY LIST
PA ONE CALL
ACT 287, AS AMENDED
1-
L
P E
T
-P
O
C
AL
S
N
A
N N
S Y
L V
IA
C
I N
EBE
O
F R
G
U
O
Y
I
D
LNEO CA
Y
S
M
T E
L S
PA ONE-CALL SERIAL NO. 20260863079-000 HAS BEEN ASSIGNED TO THIS PROJECT ON 3-27-2026.
SURFACE ANYWHERE IN THE COMMONWEALTH.
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S
PENNSYLVANIA ACT 287 (1974) AS AMENDED, REQUIRES NOTIFICATION
PROFESSIONAL ENGINEER
DATE
ALSO INCLUDED
1 TO 2
1 TO 6
DETOUR PLAN
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
(12 SHEETS)202223,NOV.BC-788M
(4 SHEETS)201931,JAN.BC-755M
(2 SHEETS)202223,NOV.BC-754M
(3 SHEETS)201931,JAN.BC-753M
(3 SHEETS)202223,NOV.BC-752M
(7 SHEETS)201931,JAN.BC-751M
(3 SHEETS)202223,NOV.BC-736M
(2 SHEETS)202119,FEB.BC-734M
(3 SHEETS)202223,NOV.BC-732M
(2 SHEETS)201931,JAN.BC-706M
(1 SHEET)202616,MAR.TC-8717
(2 SHEETS)202616,MAR.TC-8716
(9 SHEETS)202616,MAR.TC-8702B
(13 SHEETS)202616,MAR.TC-8701D
(5 SHEETS)202616,MAR.TC-8604
(13 SHEETS)202616,MAR.TC-8600
(4 SHEETS)202610,FEB.RC-73M
(7 SHEETS)202610,FEB.RC-72M
(3 SHEETS)202610,FEB.RC-70M
(12 SHEETS)202610,FEB.RC-54M
(25 SHEETS)202610,FEB.RC-51M
(2 SHEETS)202610,FEB.RC-28M
(2 SHEETS)202610,FEB.RC-12M
(2 SHEETS)202610,FEB.RC-11M
1 TO 26 STRUCTURE PLANS
3/30/2026
3/30/2026
51 52 53 54
.2
P
V C
.6
P
C
.2
P
T
.6
P
T
.5
E
L E
.5
L
O
PVI STA 51+85.72
ELEV 1012.94
VC 97'
MO 0.45'
HLSD 194'
PVI STA 53+37.17
ELEV 1010.37
VC 61'
MO 0.18'
HLSD 481'
.8
G
- 1 .5
G
- 1
.9
G
- 1
.9
G
- 1 .8
G
- 1 .0
G
- 1 .5
G
- 1
.7
G -1
.5
G
- 1 .1
G
- 1 .8
G
- 1 .5
G
-5.40%
+0.61%
.5
.1
.4
.3
.7
.8
.5
.8
.3
-1.70%
CLASS R-7 CHOCKED WITH R-4 (TYP)
SELECTED BORROW EXCAVATION ROCK
ROADWAY SURFACE
ROADWAY SURFACE
EXISTING SURFACE
PROPOSED STREAMBED
EXISTING AND
CLEAR SPAN
60'-0"
� BRG TO � BRG
61'-6"
DISTRICT COUNTY ROUTE SECTION SHEET
OF
REV
NO
REVISIONS DATE BY APPD
-F
E B
-2
:2
P
L O
T T
E D
MERCER T-546 2
LEGAL R/W LINE
LEGAL R/W LINE
LEGAL R/W LINE
LEGAL R/W LINE
F L
O W
B R
A N
C H
O F
T H
E L
IT
T
L
N
S
H A
N N
O C
K C
R E
E K
BEND ROAD (T-546) 3
50 51 52 53 54 55
2:1
(TYP.)
GUIDE RAIL*
GRADE POINT
PROFILE
(TYP.)
GUIDE RAIL*
10'
LANE LANE
2.0% 2.0%
GROUND
EX.
GROUND
EX.
2:1
DEPTH, SRL-L
MILLION ESALS, 9.5 MM MIX, 1-1/2"
WEARING COURSE, PGS 64-22, <0.3
SUPERPAVE ASPHALT MIXTURE DESIGN
MILLION ESALS, 25.0 MM MIX, 4" DEPTH
BINDER COURSE, PGS 64-22, <0.3
SUPERPAVE ASPHALT MIXTURE DESIGN
SUBBASE 6" DEPTH (NO. 2A)
SHLDR
2'*
SHLDR
2'*
10'
T-546 (BEND ROAD) - PROFILE VIEW
PLAN VIEW
MERCER COUNTY
WILMINGTON TOWNSHIP
T-546 (BEND ROAD)
STA 54+53.08
LIMIT/STOP OF WORK
BEGIN TYPE 31-S GUIDERAIL
STA 53+01.02
TERMINAL SECTION, SINGLE
END TYPE 31-S GUIDERAIL
STA 53+13.52
MERCER COUNTY
WILMINGTON TOWNSHIP
T-546 (BEND ROAD)
STA 50+53.00
LIMIT/START OF WORK
TERMINAL SECTION, SINGLE
BEGIN TYPE 31-S GUIDERAIL
STA 51+97.24
END TYPE 31-S GUIDERAIL
STA 52+34.74
TERMINAL SECTION, SINGLE
BEGIN TYPE 31-S GUIDERAIL
STA 52+22.24
END TYPE 31-S GUIDERAIL
STA 52+34.74
BEGIN TYPE 31-S GUIDERAIL
STA 53+01.02
TERMINAL SECTION, SINGLE
END TYPE 31-S GUIDERAIL
STA 53+38.52
CONSTR. �
T-546 (BEND ROAD)
WITH R-4 (TYP)
ROCK, CLASS R-7 CHOKED
SELECTED BORROW EXCAVATION
ROADWAY RECONSTRUCTION DETAIL
2.5 0 2.5 5 FEET
* SEE PLAN FOR LOCATIONS AND WIDTH
WING A
WING B
WING C
WING D
L A
N E
L A
N E
S H
L D
R
S H
L D
R
PROPOSED GUIDERAIL
EXISTING GUIDERAIL
EXISTING EDGE OF ROAD
EXISTING WETLANDS
EXISTING CONTOUR LINE
EXISTING O/H ELECTRIC LINE
EA
LEGEND
BEGIN PAVEMENT TAPER
BEGIN PAVEMENT RECONSTRUCTION
STA 50+77.16
END PAVEMENT TAPER
STA 51+02.44 BEGIN PAVEMENT TAPER
STA 53+12.19
END PAVEMENT TAPER
END PAVEMENT RECONSTRUCTION
STA 53+40.00
0 FEET10 10 20
REQUIRED R/W
REQUIRED R/W
O P
E R
A T
O R
F
IL
E N
A M
P \0
\M ic ro s ta ti o n \B
R
ID
G E
B e n d R o a d \C
O N
S T
R \T
P
L P
R .d g n
MERCER COUNTY
WILMINGTON TOWNSHIP
T-546 (BEND ROAD)
STA 50+53.00
LIMIT/START OF WORK
BEGIN PAVEMENT TAPER
BEGIN PAVEMENT RECONSTRUCTION
STA 50+77.16
END PAVEMENT TAPER
END PAVEMENT RECONSTRUCTION
STA 53+40.00
MERCER COUNTY
WILMINGTON TOWNSHIP
T-546 (BEND ROAD)
STA 54+53.08
LIMIT/STOP OF WORK
0 FEET10 10 20
HORIZONTAL
VERTICAL
SCALE
0 FEET2 2 4
BEGIN BRIDGE
RECONSTRUCTION
END ROADWAY
STA 52+36.25
RECONSTRUCTION
BEGIN ROADWAY
END BRIDGE
STA 52+99.75
MIN 12" DEPTH
WINGWALL ROCK PROTECTION,
KEYED INTO PROPOSED
RIPRAP IN EXISTING DITCH
PLACE R-4 ROCK
MIN 12" DEPTH
WINGWALL ROCK PROTECTION,
KEYED INTO PROPOSED
RIPRAP IN EXISTING DITCH
PLACE R-4 ROCK
T0033660442TI_2904
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