4-Roadway Plan.PDF
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- Somerset County, South Pottstown CDP, Pennsylvania
About this file
This document is a roadway plan for the Julia Street over Mahanoy Creek County Bridge No. 80 project, involving Girardville Borough and Butler Township in Schuylkill County, Pennsylvania. The project involves replacing the existing bridge superstructure with a new single-span precast adjacent box beam bridge at Station 11+03.00, with a span of 51'-6" and a clear roadway width of 13'-8". The proposed structure will have a skew of 90 degrees and include roadway approach work such as paving, guide rail, and signing improvements. The plan provides detailed specifications for subbase, asphalt tack coat, and asphalt mixture design, with construction work to be performed in specific sections between Station 10+59.00 and Station 11+80.00.
The project is subject to inspection by Schuylkill County, Girardville Borough, Schuylkill Conservation District, PADEP, FEMA/PEMA, and PA Fish and Boat Commission. The site is located within the 100-year floodplain (Zone AE) for Mahanoy Creek, and the contractor will be responsible for obtaining necessary permits, complying with local, state, and federal regulations, and implementing soil erosion and sedimentation controls. Utility contacts are provided for various service providers including Frackville Area Municipal Authority, Aqua Pennsylvania, Borough of Ashland, Service Electric Cablevision, PPL Electric Utilities, and Girardville Area Municipal Authority. The project requires careful management of existing utilities and adherence to Pennsylvania One Call System guidelines.
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Rev Date By Chk'd Description
Copyright 2024, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of
Date:Scale: Project No.: Sheet No.:AS NOTED 7/30/2024 31323.00Drawn: Designed: Checked: OF
Girardville Borough & Butler Township, Schuylkill County, Pennsylvania
JULIA STREET OVER MAHANOY CREEK
COUNTY BRIDGE NO. 80
SCHUYLKILL COUNTY
U
S E
R C
F G
U
S E
R
D
A T
E
T
IM
E
F
IL
E
570-622-4055
Pottsville, PA 17901
400 One Norwegian Plaza
P E
N
N S Y L V
A
N
I A
C O
M
M O
NW EALT
H
O
F
REGISTERED
PROFESSIONAL
ENGINEER
PE081136
JOHN C. KNECHT
GENERAL NOTES
JCK JCK KJS
GENERAL NOTES UTILITY NOTES (CONT)
TRAFFIC CONTROL
EXCAVATION HAS BEEN PERFORMED. AVAILABLE SURFACE INFORMATION IS INDICATED ON THE DRAWINGS.
PLANS, OR THAT ALL UNDERGROUND INSTALLATION OR STRUCTURES ARE SHOWN ON THE PLANS. NO FIELD
THE LOCATION OF THE PRESENT UNDERGROUND UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE
BENESCH & COMPANY DOES NOT GUARANTEE, REPRESENT, WARRANT OR ASSURE EITHER THE ACCURACY OF
THAT HAS BEEN PROVIDED TO ALFRED BENESCH & COMPANY FROM THE UTILITIES LISTED ABOVE. ALFRED
WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN ACCORDANCE WITH INFORMATION
UTILITY NOTES
PHONE: 570-874-3589
EMAIL: FAMAINFO@FAMA874.COM
CONTACT: RHONDA FRANTZ
FRACKVILLE, PA 17931
42 S CENTER ST
PO BOX 471
FRACKVILLE AREA MUNICIPAL AUTHORITY
PHONE: 570-648-5783 EXT 55545
EMAIL: JDKLINGER@AQUAAMERICA.COM
CONTACT: JOHN KLINGER
SHAMOKIN, PA 17872
204 E SUNBURY STREET
AQUA PENNSYLVANIA INC
PHONE: 570-875-2411 EXT 13
EMAIL: RAY.JONES@ASHLANDBOROUGH.COM
CONTACT: RAYMOND JONES JR
ASHLAND, PA 17921
401 S 18TH ST
BOROUGH OF ASHLAND
LIST OF UTILITIES:
PHONE: 570-454-3841
EMAIL: ROBERT.TRENTLY@SECV.COM
CONTACT: ROBERT TRENTLY
HAZLE TWP, PA 18202
PO BOX R
380 MAPLEWOOD DRIVE
SERVICE ELECTRIC CABLEVISION, INC
PHONE: 570-490-5684
EMAIL: DLHAUPT@PPLWEB.COM
CONTACT: DOUG HAUPT
PAXINOS, PA 17860
437 BLUE CHURCH ROAD
PPL ELECTRIC UTILITIES CORPORATION
PHONE: 570-276-1635
EMAIL: GAMA92@PTD.NET
CONTACT: EDWARD BURNS
GIRARDVILLE, PA 17935
PO BOX 146
GIRARDVILLE AREA MUNICIPAL AUTHORITY/GIRARDVILLE BOROUGH
DO NOT CLOSE ANY PORTION OF WEST OAK STREET
AND GIRARDVILLE BOROUGH.
TWO WEEKS PRIOR TO CLOSING THE ROAD, CONTACT LOCAL EMERGENCY SERVICES, LOCAL SCHOOL DISTRICT
CONTRACT OPERATIONS.
ERECTED, MODIFIED, MAINTAINED AND SUBSEQUENTLY REMOVED BY THE CONTRACTOR FOR THE
UNLESS OTHERWISE SPECIFIED, ALL TRAFFIC CONTROL DEVICES FOR THE DETOUR SHALL BE FURNISHED, CLOSURE.
REGULATORY TRAFFIC CONTROL DEVICES SHOULD BE MODIFIED AS NEEDED FOR THE DURATION OF THE ROAD
FOLLOWING SIGNAGE:
PROVIDE TRAFFIC CONTROL TO CLOSE JULIA STREET IN ACCORDANCE WITH PENNDOT PUB 213 USING THE
PURPLE - NON-POTABLE WATER, IRRIGATION OR SLURRY LINES
WHITE - PROPOSED EXCAVATION
GREEN - SEWERS AND DRAIN LINES
BLUE - POTABLE WATER
ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT
YELLOW - GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS
RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING CODES
ACCORDANCE WITH UNIFORM COLOR CODES. KNOW THEM!
ACT 287 OF 1974 AS AMENDED: STANDARDIZES THE COLOR-MARKING OF UNDERGROUND UTILITIES IN
SERIAL NO.: 20231641674
THIS PROJECT HAS A SERIAL NUMBER REGISTERED WITH THE ONE CALL SYSTEM, INC. USE IT!
THESE REQUIREMENTS APPLY ANYWHERE IN THE COMMONWEALTH OF PENNSYLVANIA.
WORKING DAYS NOR MORE THAN 90 WORKING DAYS NOTICE WHEN ENGAGED IN THE DESIGN PHASE.
SCRAPE, TRENCH, TUNNEL OR DEMOLISH. ACT NO. 187 REQUIRES DESIGNERS TO GIVE NO LESS THAN 10
ANCHOR, AUGER, BACKFILL, BLAST, BORE, DIG, DITCH, DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, EXCAVATORS/DEMOLITION CONTRACTORS WHO ARE ABOUT TO MOVE EARTH (WITH OR WITHOUT EXPLOSIVES), REQUIRES NO LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN 10 WORKING DAYS NOTICE FROM
PENNSYLVANIA ACT NO. ACT 287 OF 1974 AS AMENDED, THE UNDERGROUND UTILITY LINE PROTECTION LAW, 1-800-242-1776
PENNSYLVANIA ONE CALL SYSTEM, INC.
STOP-CALL BEFORE YOU DIG!
PROTECTION. THE COUNTY DOES NOT GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.
CONTRACTOR'S RESPONSIBILITY TO VERIFY AND ALLOW FOR THEIR LOCATIONS AND PROVIDE FOR THEIR
EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION. IT SHALL BE THE
LAYOUT, ORIENTATION, AND ELEVATION OF ALL IMPROVEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR.
REQUIREMENTS.
REFER TO THE E&S PLANS AND SPECIFICATIONS FOR TOPSOIL PLACEMENT, THICKNESS, AND STABILIZATION
AS PART OF THE PROJECT ACCORDING TO DRAWINGS, SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER.
PROVIDE AND PLACE TOPSOIL, PLACE SEEDING AND SOIL SUPPLEMENTS AND STABILIZE ALL AREAS DISTURBED
ALL DIMENSIONS SHOWN ARE HORIZONTAL EXCEPT AS NOTED.
ANSI/AWS/D1.1-2002 FOR WELDING NOT COVERED IN ANSI/AASHTO/AWS/D1.5-2002.
AASHTO/AWS/D1.5 BRIDGE WELDING CODE 1996 AND THE CONTRACT SPECIAL PROVISIONS. USE
PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, PUB. 408, ANSI, CONTROL IS BASED ON NORTH AMERICAN DATUM 1988.
HORIZONTAL CONTROL IS BASED ON PA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) NAD83. VERTICAL
ON FIRM PANEL 42107C0141F (EFFECTIVE 5/18/2021) FOR THE BOROUGH OF GIRARDVILLE
THE PROJECT IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN (ZONE AE) FOR MAHANOY CREEK AS INDICATED
VERIFY AND APPROVE ANY ADJUSTMENTS MADE.
REFINE LOCATIONS & GRADES IN THE FIELD TO MEET CONSTRUCTION REQUIREMENTS. THE ENGINEER MUST
THE COUNTY RESERVES THE RIGHT TO ELIMINATE ANY OR ALL OF THIS WORK.
SPECIFICATIONS PUB. 408, IN ITS LATEST REVISION.
PENNDOT SPECIFICATIONS SHALL MEAN COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
OWNER.
PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE
MAINTAINED DURING ALL PHASES OF CONSTRUCTION.
ALL REQUIRED SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE PROVIDED, INSTALLED AND
ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.
ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THEIR
VERIFIED IN THE FIELD BY THE CONTRACTOR.
PRIOR TO BIDDING AND CONSTRUCTION, ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND
REQUIRED FEES.
CONSTRUCTION OF THIS SITE. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY THE
THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO
PROVIDE CONTROLS PER E&S PLANS (INCIDENTAL TO EXCAVATION).
WHEN EXCAVATIONS ARE MADE ABOVE STRUCTURE, DO NOT ALLOW SILT LADEN WATER TO ENTER STREAM.
COMMISSION.
BOROUGH, SCHUYLKILL CONSERVATION DISTRICT, PADEP, FEMA/PEMA, PADEP, AND PA FISH AND BOAT
THIS PROJECT IS SUBJECT TO INSPECTION BY SCHUYLKILL COUNTY AND/OR THEIR DESIGNEES, GIRARDVILLE
MATERIAL OFF SITE.
SEDIMENT CONTROL PLAN TO SCHUYLKILL COUNTY CONSERVATION DISTRICT PRIOR TO HAULING SPOIL
IN ACCORDANCE WITH CHAPTER 102, THE CONTRACTOR IS RESPONSIBLE TO SUBMIT A SEPARATE EROSION AND
CONSTRUCTION AND DEMOLITION WASTES NEED TO BE DISPOSED OF AT AN APPROVED SITE.
GRADE POINT
ASPHALT TACK COAT
0.3 TO < 3 MILLION ESALS, 25.0 MM MIX, 4" DEPTH
BASE COURSE, PG 64S-22,
SUPERPAVE ASPHALT MIXTURE DESIGN,
SUBBASE 6" DEPTH (NO. 2A)
1 1/2" DEPTH
0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL-L,
WEARING COURSE, PG 64S-22,
SUPERPAVE ASPHALT MIXTURE DESIGN,
(AS INDICATED)
GUIDE RAIL (TYP)
GROUND
ORIGINAL
JULIA STREET
TYPICAL SECTION
CONSTR �
JULIA STREET
TO EXISTING
VARIES 3.0%
STA 11+29.50 TO STA 11+80.00
STA 10+59.00 TO STA 10+76.50
NTS
TO EXISTING
VARIES 3.0%
VARIES AS SHOWN ON PLAN
(TYP)
TO SUBBASE 6" DEPTH)
SUBBASE (NO. 2A) (INCIDENTAL
GROUND
ORIGINAL
(TYP)
TO SUBBASE 6" DEPTH)
SUBBASE (NO. 2A) (INCIDENTAL
10/16/2025
N08°23'08"E
10 11 1210
WVCS
WVCS
NAL
WVCS
WVCSWVCS
WVCS
WVCS WATWAT
GR
GRGR
GR
RECONSTRUCTION
END FULL DEPTH
STA 11+80.00
RECONSTRUCTION
BEGIN FULL DEPTH
STA 11+29.50
RECONSTRUCTION
END FULL DEPTH
STA 10+76.50
RECONSTRUCTION
BEGIN FULL DEPTH
STA 10+59.00
CONSTR �
JULIA STREET
JULIA STREET
C R
E E
K M
A H
A N
O Y
STA AHEAD
(TO BE REMOVED BY OTHERS)
EXISTING WATERLINE
DEMOLITION AND BEAM SETTING)
(TO BE DE-ENERGIZED DURING
EXISTING OVERHEAD UTILITY
R
IG
H T
-O F
-W A
Y
BRIDGE TRANS
THRIE BEAM
BRIDGE TRANS
THRIE BEAM
SINGLE (TYP)
SECTION,
TERMINAL
BRIDGE TRANS
THRIE BEAM
TYPE 31-S GUIDE RAIL
25'-0"
BRIDGE TRANS
THRIE BEAM
D E
V
IC
E , T
Y P E
II, T
E S T L
E V
E L , F
L A
R E
D P E
R M
A N
E N
T
IM
P A
C T A
T T E
N U
A T
IN
G
25'-0"
TYP 31-S GUIDE RAIL
EASEMENT
CONSTRUCTION
TEMPORARY
EASEMENT
CONSTRUCTION
TEMPORARY
EASEMENT
CONSTRUCTION
TEMPORARY
EASEMENT
CONSTRUCTION
TEMPORARY
Rev Date By Chk'd Description
Copyright 2024, of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of
Date:Scale: Project No.: Sheet No.:AS NOTED 7/30/2024 31323.00Drawn: Designed: Checked: OF
Girardville Borough & Butler Township, Schuylkill County, Pennsylvania
JULIA STREET OVER MAHANOY CREEK
COUNTY BRIDGE NO. 80
SCHUYLKILL COUNTY
U
S E
R C
F G
U S
E R
D A
T E
T
IM
E
F
IL
E
570-622-4055
Pottsville, PA 17901
400 One Norwegian Plaza
P E
N N
S Y L V A
N I
A
C O
M
M
NW EALTH
F
REGISTERED
PROFESSIONAL
ENGINEER
PE081136
JOHN C. KNECHT
- EDGE OF STREAM
- FLOW DIRECTION
- GUIDE RAIL
- DIRECTION OF TRAFFIC
LEGEND
- EXISTING CONTOUR
NOTES:
INFORMATION
RIGHT-OF-WAY AND PROPERTY LINES ARE APPROXIMATE, SEE RIGHT-OF-WAY PLAN FOR ADDITIONAL
REPLACED AS PER PUB 236 REQUIREMENTS. REMOVAL OF EXISTING SIGN IS INCIDENTAL TO TYPE B SIGN.
FOUR (4) POST MOUNTED SIGNS, TYPE B CLEARANCE MARKERS (2 EACH: OM-3L & OM-3R) ARE TO BE
STA 12+71, 21' RT
MAG SPIKE IN EP 40332-S53485
BM "A" ELEV 937.13
STA 10+25, 26' LT
NE CORNER OF BOT CONCRETE STEP
BM "B" ELEV 936.65
EXISTING STRUCTURE
STRUCTURE LENGTH = 53.0'
OUT-TO-OUT WIDTH = 16.4±
ROADWAY WIDTH = 13'±
SKEW = 90°00'00"
CONCRETE ADJ BOX BEAM BRIDGE
SINGLE SPAN NON-COMPOSITE P/S
STA 11+03.00
PROPOSED STRUCTURE
"2
1OUT TO OUT WIDTH = 17'-5
CLEAR ROADWAY WIDTH = 13'-8"
SPAN = 51'-6" (� BRG TO � BRG)
SKEW = 90°00'00"
ON P/S CONCRETE ADJ BOX BEAM BRIDGE
SINGLE SPAN COMPOSITE CONCRETE DECK
STA 11+03.00
PLAN
- WETLANDS
BM "B"
STATION POINT BEARING
COORDINATES
POE
534559.8978 2371831.371810+00.00
COMBINED GRID FACTOR = 0.99993766
(SOUTH ZONE-NAD83-2011)(KEYNET-VRS)
BASED ON PENNSYLVANIA STATE PLANE COORDINATE SYSTEM
SUMMARY OF PROJECT COORDINATES
NORTHING EASTING
POB
CONSTR �
SURVEY &
JULIA ST
2371874.9304534855.393312+98.69
COORDINATES
POINT
CONTROL
TYPE
CP NO 2
COMBINED GRID FACTOR = 0.99993766
(SOUTH ZONE-NAD83-2011)(KEYNET-VRS)
BASED ON PENNSYLVANIA STATE PLANE COORDINATE SYSTEM
SURVEY CONTROL POINT COORDINATES
534628.4795 2372289.9520
MAG
NORTHING EASTING
CP NO 1 MAG
CP NO 3 MAG
534615.8209 2371819.8870
534768.4895 2371874.9410
ROADWAY PLAN
N08°23'08"E
ELEVATIONS�CONSTR
PROPOSED JULIA ST
10+59.00 936.00
STATION ELEVATION
10+76.50 936.35
11+29.50 936.05
11+40.00 935.69
11+60.00
11+80.00
935.04
934.69
JCK JCK KJS 2
AND DO NOT IMPLY A PRECISION BEYOND TWO DECIMAL PLACES
NOTE: FOUR PLACE COORDINATES ARE FOR COMPUTATIONAL PURPOSES ONLY ASYMMETRIC W-BEAM TO THRIE-BEAM TRANSITION SECTION.
PROVIDE THRIE-BEAM TRANSITION WITH TERMINAL SECTION CONNECTED DIRECTLY TO END OF
0 2010 FEET
| 1_Notes |
| 2_Plan |
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