1-ALERT-FIRE-CO-STCLAIR-HOP-PLANS.pdf
PDF 1 MB Posted
- Attached to
- St. Clair - Firehouse Addition (0326-609049. 02)
- Solicitation number
- Not on record
- Issued by
- Schuylkill County, South Pottstown CDP, Pennsylvania
About this file
This is an engineering plan document prepared by Yourshaw Engineering, Inc. for the Alert Fire Company No. 1 firehouse located at 34 South Second Street in Saint Clair, Pennsylvania. The driveway plan includes modifications to the existing driveway and site infrastructure to accommodate a proposed apparatus garage addition. The project encompasses removal and replacement of existing depressed curbing along State Route 1027 (approximately 50 feet), installation of a new concrete apron and driveway structure with 8-inch depth concrete at 4000 PSI with reinforcement, adjustment of utility infrastructure including a valve box to new grades, installation of new painted yellow no-parking curbing (approximately 18 feet), concrete walkway work, and sight distance/line of sight improvements. The plan references Pennsylvania Department of Transportation standards and specifications, including PennDOT Publication 72M and Publication 111, with current revision dates of June 2010 and December 2024. The design includes detailed elevation data, slope percentages ranging from 0.63 percent to 13.04 percent, and construction joint specifications. The Pennsylvania Department of Transportation EPS Application No. 406157 is referenced, indicating state-level approval or coordination requirements for work affecting the state route right-of-way.
The engineering plan specifies concrete specifications of 4000 PSI with No. 4 reinforcement bars at 12-inch spacing for the driveway apron, 6-inch compacted 2A modified subbase material, and 12-inch asphalt joint sealant. The plan was prepared by Professional Engineer Charles Joseph Yourshaw (License No. 21728-E) and is dated April 6, 2026. The document includes detailed cross-sectional views showing the relationship between the existing and proposed driveway structures, parking areas, travel lanes, and walkways within the Pennsylvania Department of Transportation legal right-of-way. Specific elevation benchmarks and grade elevations are provided throughout the plan to guide construction. The project appears to be coordinated with the concurrent St. Clair Firehouse Addition construction project, with the sealed bid deadline established for May 28, 2026, and bid opening scheduled for June 2, 2026.
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Text version
S.R. 1027-SOUTH SECOND STREET
(34)(40)(42) (26) (20)
DRIVEWAY PLAN
P
NE
CO
M
CHARLES JOSEPH YOURSHAW
M
NO WEALT
AINAVLYSN
H
OF
ENGINEER
No. 21728-E
PROFESSIONAL
REGISTERED
MINIMUM USE
EN
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IN
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D
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IG
N
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S
PO
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W N O R W
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S O
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C O N O
DRIVEWAY PLAN
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C O N O
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N 2-
-0
.0
BUILDING NORTH
(80' R/W)
CONCRETE APRON TYPE 3 DETAIL 1
LOCATION MAP
LOCATION
A
BUILDING NORTH
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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EXISTING
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FIREHOUSE
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WV
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WV
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WV
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LISA M. SCHAEFFER
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D.B. 1507, PG. 0308
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ALERT FIRE CO OF ST. CLAIR
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D.B. 0178, PG. 0619
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COAL COUNTRY PROPERTIES LLC
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D.B. 2287, PG. 1236
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BERNARD J. LUBINSKY
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D.B. 2076, PG. 1342
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CODY D. TUCKER
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D.B. 2544, PG. 1271
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MARGARET T. WEAVER
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D.B. 2522, PG. 0982
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24" CONC. WALK
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EXISTING
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FIREHOUSE ADDITION
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UTILITY POLE
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UTILITY POLE
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WALK TO REMAIN
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CONCRETE WALK
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CONC.
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PORCH
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CONC.
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PORCH
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LISA M. SCHAEFFER
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D.B. 1507, PG. 0308
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BENCHMARK A2
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BOLT ON FIRE
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HYDRANT, EL. 728.31
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FFE=726.21
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FFE=726.94
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FF 726.94
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EXISTING BUILDING
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NEW CONCRETE TYPE 3 APRON
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SCALE:
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CJY
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T.JOHNS
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ENGINEER'S SEAL
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CHARLES J. YOURSHAW P.E.
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DATE:
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DWG.#
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SHEET#
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BY:
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CK BY:
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REV
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DATE
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DATE:
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DATE:
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BY:
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CK BY:
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REV
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DATE
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DATE:
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DATE:
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SUBJECT:
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YOURSHAW ENGINEERING, INC.
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OWNER:
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OWNER:
AutoCAD SHX Text 4/6/26
AutoCAD SHX Text 4/6/226
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24" ROOF O.H.
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30.33' EXISTING DEPRESSED CURB
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PROPOSED APPARATUS
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GARAGE
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DOORWAY
AutoCAD SHX Text -2.26%%%
AutoCAD SHX Text +1.18%%%
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S.R. 1027, SEGMENT 0020
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OFFSET 1131
AutoCAD SHX Text 726.84
AutoCAD SHX Text 726.84
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WV
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CONCRETE WALK
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F.F. EL. 726.94
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F.F. EL. 726.21
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ADJUST EXISTING
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VALVE BOX TO NEW GRADE
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WV
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WV
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EXISTING
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CONCRETE WALK
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EXISTING
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FIRE STATION
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EXISTING
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BUILDING
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NEW
AutoCAD SHX Text 13'-11"
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REMOVE EXISTING CURB
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AND PROVIDE NEW FACE-FORMED
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PLAIN CEMENT CONCRETE DEPRESSED CURB
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PA DOT LEGAL R/W
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EXISTING DEPRESSED CURB
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WITH NEW DEPRESSED CURB(50.00')
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NEW DEPRESSED CURB
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BC 725.26
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TC 725.86
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BC 724.80
AutoCAD SHX Text 726.84
AutoCAD SHX Text 726.84
AutoCAD SHX Text 1-2
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1"=1 MILE
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FLOOD VENTS
AutoCAD SHX Text 9.80%%%
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PAINTED YELLOW CURB
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20' EXISTING
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NEW PAINTED YELLOW CURB
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(NO PARKING)
AutoCAD SHX Text 55.13'
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LIMIT OF WORK
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LIMIT OF WORK
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PARKING TO BE REMOVED
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EXIST. CONC.
AutoCAD SHX Text 726.40
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AutoCAD SHX Text 726.05
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AutoCAD SHX Text 1.15%%%
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AutoCAD SHX Text 2.00%%%
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AutoCAD SHX Text 5'
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WALK
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MAX.
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WALK 725.44
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TC 724.92
AutoCAD SHX Text 8.66%%%
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WALK 725.03
AutoCAD SHX Text 9.92%%%
AutoCAD SHX Text 725.27
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AutoCAD SHX Text 1"=5'-0"
AutoCAD SHX Text 20.00'
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PENNDOT LEGAL RIGHT-OF-WAY
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EXIST. CONC. CURB
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EXIST. CONC. CURB
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SEG 20, OFFSET 1076
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SEG 20, OFFSET 1165
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"THEORETICAL"
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PARKING LINES
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(NO LINES IN FIELD)
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"THEORETICAL"
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PARKING LINES
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(NO LINES IN FIELD)
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ALERT FIRE CO OF ST. CLAIR
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D.B. 2432, PG. 2500
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EXISTING BUILDING
AutoCAD SHX Text 0.63%%%
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TC/WALK 724.99
AutoCAD SHX Text 2.50'
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NOTE: THE DEPARTMENT IS IS ONLY APPROVING PROPOSED SLOPES
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AND IS NOT, IN ANY WAY APPROVING OR CONFIRMING THE PROPOSED
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SPOT ELEVATIONS.
AutoCAD SHX Text 1.15%%%
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PENNDOT LEGAL RIGHT-OF-WAY
AutoCAD SHX Text 1.22%%%
AutoCAD SHX Text 726.08
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AutoCAD SHX Text 2.23%%%
AutoCAD SHX Text 1.54%%%
AutoCAD SHX Text 1.54%%%
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BC 724.49
AutoCAD SHX Text 5.16%%%
AutoCAD SHX Text 725.59
AutoCAD SHX Text 725.74
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AutoCAD SHX Text 1.54%%%
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BC 725.03
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TC 725.15
AutoCAD SHX Text 1.57%%%
AutoCAD SHX Text 2.75%%%
AutoCAD SHX Text 8.32%%%
AutoCAD SHX Text 9.76%%%
AutoCAD SHX Text C
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L EXISTING DRIVEWAY
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L NEW DRIVEWAY
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LINE OF SIGHT(PROP. DRIVE)
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LINE OF SIGHT(EXIST. DRIVE)
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LINE OF SIGHT(PROP. DRIVE)
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LINE OF SIGHT(EXIST. DRIVE)
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"NO PARKING"
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SEG 20, OFFSET 1165
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"NO PARKING"
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SEG 20, OFFSET 1076
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SEE DETAIL 1
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S.R. 1027, SEGMENT 0020
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OFFSET 1104
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EDGE OF TRAVEL LANE
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EDGE OF TRAVEL LANE
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BC 725.21
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TC 725.34
AutoCAD SHX Text 3.50%%%
AutoCAD SHX Text 726.15
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AutoCAD SHX Text 13.04%%%
AutoCAD SHX Text 3.88%%%
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CONST. JT.
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CONST. JT.
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CONST. JT.
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CONST. JT.
AutoCAD SHX Text 726.84
AutoCAD SHX Text 7.67%%%
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WALK 725.26
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CONCRETE APRON
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EXISTING
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LIST OF CURRENT RC/TC STANDARDS TO BE USED
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REF. PUB. 72M, JUNE 2010 EDITION AND CHANGE NO. 12, DECEMBER 18, 2024
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REF. PUB. 111, JUNE 2013 EDITION, AND CHANGE NO. 2
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LIST OF PUB. 213 FIGURES TO BE USED(PUB213, 4-22):
AutoCAD SHX Text PATA 102 - WORK ON OR BEYOND THE SHOULDER-SINGLE LANE APPROACH, SHOULDER WORK WITH MINOR ENCROACHMENT
AutoCAD SHX Text PATA 101A - WORK SPACE ON OR BEYOND THE SHOULDER-SINGLE LANE APPROACH, NO ROADWAY ENCROACHMENT
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TC-8702B-POST MOUNTED SIGNS, TYPE B
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RC-64M CURBS AND GUTTERS (FEB. 19, 2021)
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RC-21M REINFORCED CONCRETE PAVEMENT (JUNE 1, 2010)
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RC-20M CONCRETE PAVEMENT JOINTS (DEC 18, 2024)
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PA DOT EPS APPLICATION NO. 406157
DRIVEWAY PROFILE-SECTION A
S.R. 1027 FULL SECTION
P
NE
CO
M
CHARLES JOSEPH YOURSHAW
M
NO WEALT
AINAVLYSN
H
OF
ENGINEER
No. 21728-E
PROFESSIONAL
REGISTERED
MINIMUM USE
EN
G
IN
EE
R S
D
ES
IG
N
ER
S
PO
T T
SV
IL
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PA
PH
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0)
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FA
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C O N O
DRIVEWAY PLAN
SA
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ST
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SIGHT DISTANCE/PARKING PLAN
(34)(40)(42) (26) (20)
SECTIONS/
SIGHT DISTANCE
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FFE 726.94
AutoCAD SHX Text 1.15%%%
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MATCH EXISTING
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ROAD STRUCTURE
AutoCAD SHX Text 2.00%%%
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4000 PSI CONCRETE
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8" DEPTH W/ NO.4
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BARS @ 12" E.W.
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FACE OF BLDG.
AutoCAD SHX Text 8.66%%%
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W/ FACE OF NEW
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DEPRESSED CURB
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12" ASPHALT
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JOINT SEALANT
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C ROADWAY
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26'-0" EXISTING CARTWAY
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5' WALK
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APRON 18.23'
AutoCAD SHX Text 1"=5'-0"
AutoCAD SHX Text 726.84
AutoCAD SHX Text D/Y 4"
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11'-0" TRAVEL LANE
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FFE 726.94
AutoCAD SHX Text 1.15%%%
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MATCH EXISTING
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ROAD STRUCTURE
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4000 PSI CONCRETE
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8" DEPTH W/ NO.4
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BARS @ 12" E.W.
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6" COMPACTED 2A MOD.
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FACE OF GARAGE
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W/ FACE OF NEW
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DEPRESSED CURB
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12" ASPHALT
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JOINT SEALANT
AutoCAD SHX Text C S.R. 1027
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WALKWAY
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APRON
AutoCAD SHX Text 1"=5'-0"
AutoCAD SHX Text 726.84
AutoCAD SHX Text D/Y 4"
AutoCAD SHX Text 11'-0"
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15'-0" PARKING AREA
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EX. CONC. WALKWAY
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TRAVEL LANE
AutoCAD SHX Text 11'-0"
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TRAVEL LANE
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15'-0" PARKING AREA
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CONC. CURB
AutoCAD SHX Text 1.00%%% %%P
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52'-0" (TOTAL CARTWAY WIDTH)
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SCALE:
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CJY
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T.JOHNS
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ENGINEER'S SEAL
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CHARLES J. YOURSHAW P.E.
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DATE:
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DWG.#
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SHEET#
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NOTED
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BY:
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CK BY:
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REV
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DATE
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DATE:
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BY:
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DATE:
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DATE:
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SUBJECT:
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YOURSHAW ENGINEERING, INC.
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OWNER:
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OWNER:
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( IN FEET )
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GRAPHIC SCALE
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WV
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WV
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WV
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CONC.
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PORCH
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CONC.
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PORCH
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PROPOSED APPARATUS
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GARAGE
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DOORWAY
AutoCAD SHX Text +1.18%%%
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S.R. 1027, SEGMENT 0020
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OFFSET 1131
AutoCAD SHX Text 2.00%%%
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PAINTED CURB
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20' EXISTING
AutoCAD SHX Text 18'
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NEW PAINTED YELLOW CURB
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(NO PARKING)
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LIMIT OF WORK
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LIMIT OF WORK
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LINE OF SIGHT(PROP. DRIVE)
AutoCAD SHX Text 8.00'
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EXIST. CONC. CURB
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EXIST. CONC. CURB
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SEG 20, OFFSET 1076
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SEG 20, OFFSET 1165
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"THEORETICAL"
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PARKING LINES
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(NO LINES IN FIELD)
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PENNDOT LEGAL RIGHT-OF-WAY
AutoCAD SHX Text 10.00'
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LINE OF SIGHT(EXIST. DRIVE)
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OFFSET FOR
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SIGHT DIST.
AutoCAD SHX Text 27.00'
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S.R. 1027, SEGMENT 0020
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OFFSET 1104
AutoCAD SHX Text 55.13'
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245' LINE OF SIGHT (EXISTING DRIVE)
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LINE OF SIGHT(PROP. DRIVE)
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LINE OF SIGHT(EXIST. DRIVE)
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EDGE OF TRAVEL LANE
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EDGE OF TRAVEL LANE
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EDGE OF TRAVEL LANE
AutoCAD SHX Text 11.00'
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AutoCAD SHX Text 52.00'
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80' PA DOT LEGAL R/W
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PENNDOT LEGAL RIGHT-OF-WAY
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PENNDOT LEGAL RIGHT-OF-WAY
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PENNDOT LEGAL RIGHT-OF-WAY
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EXIST. CONC. CURB
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245' LINE OF SIGHT (PROPOSED DRIVE)
AutoCAD SHX Text 10.00'
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OFFSET FOR
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SIGHT DIST.
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252' LINE OF SIGHT (EXISTING DRIVE)
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252' LINE OF SIGHT (PROPOSED DRIVE)
AutoCAD SHX Text R7-302
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"NO PARKING"
AutoCAD SHX Text R7-302
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"NO PARKING"
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SEG 20, OFFSET 1076
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SEG 20, OFFSET 1165
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EDGE OF TRAVEL LANE
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15'-0" PARKING AREA
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(@ CENTERLINE)
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DY/6"
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DY/6"
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6" COMPACTED 2A MOD.
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6" COMPACTED 2A MOD.
AutoCAD SHX Text 725.26
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TC725.15
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BC725.03
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80' PA DOT LEGAL R/W
AutoCAD SHX Text 725.26
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TC725.15
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BC725.03
AutoCAD SHX Text 33.43'
AutoCAD SHX Text 4/6/26
AutoCAD SHX Text 4/6/26
AutoCAD SHX Text 4/6/26
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PA DOT EPS APPLICATION NO. 406157
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