6-FraileyTwp ClarkSt RoadwayPlan.pdf

thereof, is strictly prohibited, except by written permission of this firm.

Benesch. Use, reuse, reproduction or modification of this plan or design information, or any part

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Alfred Benesch & Company

PREPARED BY:

PROJECT MANAGER DATE DRAWING NO.

PROJECT

OF

31198.20

1 5

AT WWW.PAONECALL.ORG

COORDINATE YOUR PROJECTS VIA COORDINATE PA

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBER

20240120529

START OF EXCAVATION.

THAN 10 BUSINESS DAYS PRIOR TO THE

THAN 3 BUSINESS DAYS NOR MORE

DIAL 8-1-1 OR 1-800-242-1776 NOT LESS

January 2024

Frailey Township, Schuylkill County, Pennsylvania

Over Good Spring Creek

Bridge Replacement

Clark Street (T-436)

Frailey Township Supervisors

Joseph Zerbe

Donald Allar

Keith Allar

Donald Allar

- Solicitor

- Secretary / Treasurer

- Supervisor

- Chairman

Location Map

Mile2

Scale: 1" =

Drawing Index

Drawing No.

Title

PROFILE

PLAN

TYPICAL SECTIONS

GENERAL NOTES

COVER

Supplemental Drawings

Drawings

1 - 8

1 - 11

1 - 4

Title

E&S PLANS

SUPPLEMENTAL STRUCTURE DRAWINGS

STRUCTURE PLANS

a b r o n a k o w s k i

/1

/2

:3

:5

P

M Y

P o tt s v il le \3

S

\3 .2

C la rk

S tr e e t\

E n g D o c s \R o a d w a y \P la n s \0

C o v e r.

d g n

C o v e r

S h e e t)

PROJECT LOCATION

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

PE075322

RYAN T. FASNACHT

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

ALFRED NORRIS BRONAKOWSKI

rfasnacht Text Box 1/16/2024

Rev Date By Chk'd Description permission of this firm.

reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b r o n a k o w s k i

/1

/2

:3

:0

P

M Y

P o tt s v il le

\3

S

\3

.2

C la r k

S tr e e t\

E n g

D o c s \R o a d w a y

\P la n s \0

G e n

N o te s .d g n

G e n e r a l

N o te s

JAH JAH ANB

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

ALFRED NORRIS BRONAKOWSKI

2 5

LAYOUT, ORIENTATION, AND ELEVATION OF ALL IMPROVEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR.

PLANS AND SPECIFICATIONS FOR TOPSOIL PLACEMENT, THICKNESS, AND STABILIZATION REQUIREMENTS.

OF THE PROJECT ACCORDING TO DRAWINGS, SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER. REFER TO THE E&S

PROVIDE AND PLACE TOPSOIL, PLACE SEEDING AND SOIL SUPPLEMENTS AND STABILIZE ALL AREAS DISTURBED AS PART

ALL DIMENSIONS SHOWN ARE HORIZONTAL EXCEPT AS NOTED.

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 ANSI/AWS/D1.1-2002

PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, PUB. 408, ANSI, THE POSTED SPEED LIMIT ALONG CLARK STREET IS 25 MPH.

CONTROL IS BASED ON NORTH AMERICAN DATUM 1988.

HORIZONTAL CONTROL IS BASED ON PA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) NAD83. VERTICAL

FIRM PANEL 42107C0318F (EFFECTIVE 5/18/2021) FOR THE TOWNSHIP OF FRAILEY.

THE PROJECT IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN (ZONE A) FOR GOOD SPRING CREEK AS INDICATED ON

AND APPROVE ANY ADJUSTMENTS MADE.

REFINE LOCATIONS & GRADES IN THE FIELD TO MEET CONSTRUCTION REQUIREMENTS. THE ENGINEER MUST VERIFY

THE TOWNSHIP 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

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE OWNER.

THE TOWNSHIP DOES NOT GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

CONTRACTOR'S RESPONSIBILITY TO VERIFY AND ALLOW FOR THEIR LOCATIONS AND PROVIDE FOR THEIR PROTECTION.

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION. IT SHALL BE THE

DURING ALL PHASES OF CONSTRUCTION.

ALL REQUIRED SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE PROVIDED, INSTALLED AND MAINTAINED

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 ORIGINAL

VERIFIED IN THE FIELD BY THE CONTRACTOR.

PRIOR TO BIDDING AND CONSTRUCTION, ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND

OF THIS SITE. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY THE REQUIRED FEES.

THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION

PROVIDE CONTROLS PER E&S PLANS (INCIDENTAL TO EXCAVATION).

WHEN EXCAVATIONS ARE MADE UPSTREAM OF THE STRUCTURE, DO NOT ALLOW SILT LADEN WATER TO ENTER STREAM.

CONSERVATION DISTRICT, PADEP, FEMA/PEMA, PENNDOT, PADEP AND PA FISH AND BOAT COMMISSION.

THIS PROJECT IS SUBJECT TO INSPECTION BY FRAILEY TOWNSHIP, THE TOWNSHIP ENGINEER, SCHUYLKILL

EMAIL: KENNEY29@WTVACCESS.COM

CONTACT: JOE KENNEY

POTTSVILLE, PA 17901

603 EAST MARKET STREET

WIRE TELE-VIEW

EMAIL: PCAULFIELD@SCMAWATER.COM

CONTACT: PAT CAULFIELD

POTTSVILLE, PA 17901

PO BOX 960

221 S CENTRE STREET

SCHUYLKILL COUNTY MUNICIPAL AUTHORITY

EMAIL: VJSTANISHEFSKI@PPLWEB.COM

CONTACT: VINCE STANISHEFSKI

NORTHUMBERLAND, PA 17857

434 SUSQUEHANNA TRAIL

PPL ELECTRIC UTILITIES CORPORATION

EMAIL: KATHLEEN_YERGES@YAHOO.COM

CONTACT: CHARLES YERGES

TREMONT, PA 17981

23 JOLIETT STREET

MOUNTAIN WATER AUTHORITY OF JOLIETT

LIST OF UTILITIES:

MATERIAL OFF SITE.

SEDIMENT CONTROL PLAN TO SCHUYLKILL COUNTY CONSERVATION DISTRICT (SCCD) 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 LANDFILL.

GENERAL NOTES

SURFACE INFORMATION IS INDICATED ON THE DRAWINGS.

INSTALLATION OR STRUCTURES ARE SHOWN ON THE PLANS. NO FIELD EXCAVATION HAS BEEN PERFORMED. AVAILABLE

UNDERGROUND UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE PLANS, OR THAT ALL UNDERGROUND

DOES NOT GUARANTEE, REPRESENT, WARRANT OR ASSURE EITHER THE ACCURACY OF THE LOCATION OF THE PRESENT

BEEN PROVIDED TO ALFRED BENESCH & COMPANY FROM THE UTILITIES LISTED ABOVE. ALFRED BENESCH & COMPANY

WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN ACCORDANCE WITH INFORMATION THAT HAS

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

WITH UNIFORM COLOR CODES. KNOW THEM!

ACT 287 OF 1974 AS AMENDED: STANDARDIZES THE COLOR-MARKING OF UNDERGROUND UTILITIES IN ACCORDANCE

SERIAL NO.: 20240120529

THIS PROJECT HAS A SERIAL NUMBER REGISTERED WITH THE ONE CALL SYSTEM, INC. USE IT!

PENNSYLVANIA.

NOTICE WHEN ENGAGED IN THE DESIGN PHASE. THESE REQUIREMENTS APPLY ANYWHERE IN THE COMMONWEALTH OF

ACT NO. 187 REQUIRES DESIGNERS TO GIVE NO LESS THAN 10 WORKING DAYS NOR MORE THAN 90 WORKING DAYS

BLAST, BORE, DIG, DITCH, DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, SCRAPE, TRENCH, TUNNEL OR DEMOLISH.

CONTRACTORS WHO ARE ABOUT TO MOVE EARTH (WITH OR WITHOUT EXPLOSIVES), ANCHOR, AUGER, BACKFILL, NO LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN 10 WORKING DAYS NOTICE FROM EXCAVATORS/DEMOLITION

PENNSYLVANIA ACT NO. ACT 287 OF 1974 AS AMENDED, THE UNDERGROUND UTILITY LINE PROTECTION LAW, REQUIRES

1-800-242-1776

PENNSYLVANIA ONE CALL SYSTEM, INC.

STOP-CALL BEFORE YOU DIG!

UTILITY NOTIFICATION

THE FOLLOWING ENTITIES OWN PROPERTY ADJACENT TO THE PROJECT SITE:

PROPERTY OWNERS.

THE TOWNSHIP IS OBTAINING THE REQUIRED RIGHT-OF-WAY AND PROPERTY ACCESS RELEASES FROM THE ADJACENT

CONTRACTOR MUST KEEP ALL PERMANENT WORK WITHIN EXISTING AND PROPOSED RIGHT-OF-WAY AND EASEMENTS.

RIGHT-OF-WAY NOTES

TRAFFIC CONTROL

AND FRAILEY TOWNSHIP.

TWO WEEKS PRIOR TO CLOSING THE ROAD, CONTACT LOCAL EMERGENCY SERVICES, LOCAL SCHOOL DISTRICT, MODIFIED, MAINTAINED, AND SUBSEQUENTLY REMOVED BY THE CONTRACTOR FOR THE CONTRACT OPERATIONS.

UNLESS OTHERWISE SPECIFIED, ALL TRAFFIC CONTROL DEVICES FOR THE DETOUR SHALL BE FURNISHED, ERECTED, CLOSURE.

REGULATORY TRAFFIC CONTROL DEVICES SHOULD BE MODIFIED AS NEEDED FOR THE DURATION OF THE ROAD

THE ENTIRE ROADWAY WITH FLASHING LIGHTS (PER DETAIL ON THIS SHEET) - FOUR (4) TOTAL.

3. ON EACH SIDE OF THE WORK AREA, PLACE R11-2 "ROAD CLOSED" SIGNAGE ON TYPE III BARRICADES ACROSS

FLASHING LIGHTS ON EACH SIDE OF THE ROADWAY - TWO (2) TOTAL.

(60"X30") "ROAD CLOSED 1,200 FEET AHEAD LOCAL TRAFFIC ONLY" SIGNS ON TYPE III BARRICADES WITH

2. AT THE INTERSECTION OF RAILROAD STREET (T-581) WITH MARTIN STREET (T-438) , PLACE TWO (2) R11-3A

ON EACH SIDE OF THE ROADWAY - TWO (2) TOTAL.

"ROAD CLOSED 300 FEET AHEAD LOCAL TRAFFIC ONLY" SIGNS ON TYPE III BARRICADES WITH FLASHING LIGHTS

1. AT THE INTERSECTION OF CLARK STREET WITH PHILADELPHIA STREET (T-587), PLACE TWO (2) R11-3A (60"X30")

FOLLOWING SIGNAGE:

PROVIDE TRAFFIC CONTROL TO CLOSE CLARK STREET IN ACCORDANCE WITH PENNDOT PUB 213 USING THE

UPI 12-04-0018.00

DB 2522 PG 1774

YZ-05 INC

UPI 12-04-0035.00

DB 0950 PG 0032

NATURAL COAL CO

6+75.15

6+59.84

6+06.65

5+52.95

3+68.06

3+51.19

3+34.25

3+07.68

2+80.76

2+40.48

2+00.00

PT

PT

HPI

PC

PT

HPI

PCC

HPI

PCC

HPI

PC

477106.8762

477100.9811

477080.2985

477071.8082

477042.5727

477039.8951

477039.7839

477039.6070

477046.7381

477057.4629

477074.8537

2340891.8685

2340877.7448

2340828.1924

2340775.1724

2340592.6025

2340575.8817

2340558.9482

2340532.0309

2340506.0749

2340467.0380

2340430.4803

STATION POINT

COORDINATES

NORTH EAST

BEARINGROUTE

S U

R V

E Y

C

O N

S T

R

(T -4

C

L A

R K

S T

S64°33'33"E

SUMMARY OF PROJECT COORDINATES

ESTABLISHED BY GPS-RTK-KEYNET-VRS.

VERTICAL CONTROL IS BASED ON NORTH AMERICAN VERTICAL DATUM NAVD 88,

GPS-RTK-KEYNET-VRS. COMBINED GRID FACTOR = 0.99996466

COORDINATE SYSTEM, SOUTH ZONE, NAD 83-2011(EPOCH 2010) ESTABLISHED BY

HORIZONTAL CONTROL IS BASED ON THE PENNSYLVANIA STATE PLANE

SURVEY CONTROL POINT COORDINATES

GPS-RTK-KEYNET-VRS. COMBINED GRID FACTOR = 0.99996466

COORDINATE SYSTEM, SOUTH ZONE, NAD 83-2011(EPOCH 2010) ESTABLISHED BY

HORIZONTAL CONTROL IS BASED ON THE PENNSYLVANIA STATE PLANE

AND DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.

FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES ONLY

MAG

MAG

477044.7750

477083.1968

2340740.6440

2340434.3726

TYPE

COORDINATES

NORTH EAST

ELEVATION

POINT

CONTROL

899.33

904.92

AND DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.

FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES ONLY

GENERAL NOTES

S74°38'16"E

N89°37'25"E

N80°54'08"E

N67°20'41"E

ROAD

CLOSED

48"X30" R11-2

ROAD CLOSED SIGN

NTS

15+32.71

13+88.48

13+44.43

13+00.00

PT

PT

PI

PC

477082.4567

476992.3970

476964.6513

476945.4960

2340824.1110

2340711.4565

2340676.7498

2340636.6568

R

IG

H T

-O F

-W A

Y

(T -5

B

A L T

IM

O

R E

S T N64°27'46"E

N51°21'36"E

Rev Date By Chk'd Description permission of this firm.

reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b r o n a k o w s k i

/1

/2

:3

:0

P

M Y

P o tt s v il le \3

S

\3 .2

C la rk

S tr e e t\

E n g D o c s \R o a d w a y \P la n s \0

T y p S e c .d g n

T y p ic a l

S e c ti o n s

JAH JAH ANB

0'-0" TO 2'-0"

VARIES

10'-0"

9'-0" TO 10'-0"

0'-0" TO 2'-0"

VARIES

VARIES

EXISTING TO 2.0%

VARIES

EXISTING TO 2.0%

CLARK ST

SURVEY & CONSTR �

NTS

3+75.00 TO 4+25.00

TYPICAL SECTION CLARK STREET (T-436)

SRL-L

MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH,

WEARING COURSE, PG 64S-22, <0.3

SUPERPAVE ASPHALT MIXTURE DESIGN,

BITUMINOUS TACK COAT

MILLION ESALS, 25.0 MM MIX, 4" DEPTH

BASE COURSE, PG 64S-22, <0.3

SUPERPAVE ASPHALT MIXTURE DESIGN,

SUBBASE 6" DEPTH (NO. 2A)

2'-0 5/8" TO 2'-0"

2'-0 5/8" TO 2'-0"

VARIES

2.0%

CLARK ST

SURVEY & CONSTR �

NTS

4+25.00 TO 4+95.00

TYPICAL SECTION CLARK STREET (T-436)

SRL-L

MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH,

WEARING COURSE, PG 64S-22, <0.3

SUPERPAVE ASPHALT MIXTURE DESIGN,

BITUMINOUS TACK COAT

MILLION ESALS, 25.0 MM MIX, 4" DEPTH

BASE COURSE, PG 64S-22, <0.3

SUPERPAVE ASPHALT MIXTURE DESIGN,

SUBBASE 6" DEPTH (NO. 2A)

ORIGINAL

GROUND

ORIGINAL

GROUND

(TYP)

INCIDENTAL TO SUBBASE

2.0%

2'-0" TO 0'-0"

10'-0" TO 9'-2"

2'-0" TO 0'-0"

VARIES

CLARK ST

SURVEY & CONSTR �

NTS

4+95.00 TO 5+20.00

TYPICAL SECTION CLARK STREET (T-436)

SRL-L

MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH,

WEARING COURSE, PG 64S-22, <0.3

SUPERPAVE ASPHALT MIXTURE DESIGN,

BITUMINOUS TACK COAT

MILLION ESALS, 25.0 MM MIX, 4" DEPTH

BASE COURSE, PG 64S-22, <0.3

SUPERPAVE ASPHALT MIXTURE DESIGN,

SUBBASE 6" DEPTH (NO. 2A)

ORIGINAL

GROUND

ORIGINAL

GROUND

(TYP)

INCIDENTAL TO SUBBASE

VARIES

2.0% TO EXISTING

ORIGINAL

GROUND

ORIGINAL

GROUND

(TYP)

INCIDENTAL TO SUBBASE

VARIES

2.0% TO EXISTING

10% 10%

10% 10%

10% 10%

LINK FENCE

PROPOSED CHAIN

NTS

4+29.00 TO 4+75.00 RT

4+46.00 TO 4+90.00 LT

ALTERNATE SHOULDER SECTION

10%

ORIGINAL

GROUND

1.5' (TYP)

ROCK, CLASS R-4

1' (TYP)

GEOTEXTILE, CLASS 4, TYPE A

3 5

TYPICAL SECTIONSP

E

N N

S Y L V A

N I

A

C O

M

M

NW EALTH

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

ALFRED NORRIS BRONAKOWSKI

4 5

PLAN

HYDRAULIC DATA

EXISTING

899.67=WS ELEV

17.18 FPS=VELOCITY

1420.0 CFS=MAGNITUDE

100 YR FLOOD RISK ASSESSMENT

896.91=WS ELEV

15.08 FPS=VELOCITY

911.0 CFS=MAGNITUDE

25 YEARS=DESIGN FLOOD

4.88 SQ MI=DRAINAGE AREA

HYDRAULIC DATA

PROPOSED

898.93=WS ELEV

9.67 FPS=VELOCITY

1420CFS=MAGNITUDE

100 YR FLOOD RISK ASSESSMENT

895.63=WS ELEV

14.33 FPS=VELOCITY

911.0 CFS=MAGNITUDE

25 YEARS=DESIGN FLOOD

4.88 SQ MI=DRAINAGE AREA

- PARCEL IDENTIFICATION NUMBER

- LEGAL RIGHT-OF-WAY

- EXISTING MAJOR CONTOUR

- EDGE OF STREAM

- FLOW DIRECTION

- PROPOSED GUIDERAIL

- EXISTING MINOR CONTOUR

550'

- PROPOSED MAJOR CONTOUR

- PROPOSED MINOR CONTOUR

550'

- REQUIRED RIGHT-OF-WAY

LEGEND

EXISTING STRUCTURE

HYRDAULIC OPENING = 157 SF±

OUT TO OUT WIDTH = 21.33'± (NORMAL TO BASELINE)

UNDERCLEARANCE = 9.5'±

CLEAR SPAN = 16.5'± (NORMAL TO STREAM)

SKEW = 79°00'00"±

SINGLE SPAN I-BEAM BRIDGE

PROPOSED STRUCTURE

HYDRAULIC OPENING = 150 SF

" (+) (NORMAL TO BASELINE)8

OUT-TO-OUT WIDTH = 27'-7

UNDERCLEARANCE = 8'-3"

CLEAR SPAN = 20'-0" (NORMAL TO STREAM)

SKEW = 76°00'00"

SINGLE CELL PRECAST ARCH CULVERT

- ROCK, CLASS R-4

AND NATURAL STREAMBED MATERIAL

- ROCK, CLASS R-8 CHOKED WITH R-4

* THRIE-BEAM TO PA 3-RAIL BRIDGE BARRIER TRANSITION

- PROPOSED CHAIN LINK FENCE

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

ALFRED NORRIS BRONAKOWSKI

- PROPERTY LINE

Rev Date By Chk'd Description permission of this firm.

reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written

Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b r o n a k o w s k i

/1

/2

:3

:1

P

M Y

P o tt s v il le \3

S

\3 .2

C la rk

S tr e e t\

E n g D o c s \R o a d w a y \P la n s \0

P la n .d g n

D

S h e e t

M o d e l)

JAH JAH ANB

(T -5

ST

REE

T

PPL 37187-S47686

BM "B"

BM "A"

PPL 37222-S47687

PPL 37206-S47682

PPL 37240-S47693

PPL 37238-S47698

GOOD

SP

RI

NG

CREE

K

(T-436)

CLARK STREET

BALT

IM

ORE

M A

R Y L

A N

D S

T R

E E

T

(T-5 81)W R

AILR

OAD S

TREET

TOP=901.80'

SAN MH

10" PVC

INV=896.02'

TOP=899.15'

INLET 2.2X2.2

10" PVC

INV=896.17'

TOP=898.95'

INLET 2.2X2.2

METAL TUBE GUIDE RAIL

MAG SPIKE IN EP

12.4' RT STA 2+39

BM "B" ELEV 904.76'

MAG SPIKE IN EP

37' RT STA 5+06

BM "A" ELEV 899.75'

WV

INV=893.61'

10" PVC

INV=894.10'

10" PVC

NO ID

CT CO BE 15

GUY WIR

E

C0NC

C0NC

MB

C0NC

B.H.

B.H.

C0NC

MAGN

P C

P C

PCC STA 2+80.76

PC STA 2+00.00

1.78'E =

459.10'R =

80.76'L =

40.48'T =

12°28'48"D =

LT10°04'43" = Δ

2+40.48PI STA

PCC STA 3+34.25

PCC STA 2+80.76

1.85'E = 194.75'R = 53.50'L = 26.92'T = 29°25'11"D =

LT15°44'19" = Δ

3+07.68PI STA

PT STA 3+68.06

PCC STA 3+34.25

0.64'E = 222.07'R = 33.80'L = 16.93'T = 25°48'03"D =

LT08°43'17" = Δ

3+51.19PI STA

PT STA 6+59.84

PC STA 5+52.95

3.18'E = 451.73'R = 106.89'L = 53.70'T = 12°41'01"D =

LT13°33'27" = Δ

6+06.65PI STA

N80°54'08"E

N67°2 0'41

"E

4 5

P C

C

P C

C

P T

P T

SURVEY & CONSTR �

CLARK ST (T-436)

SURVEY & CONSTR �

CLARK ST (T-436)

SURVEY & CONSTR �

CLARK ST (T-436)

SURVEY & CONSTR �

CLARK ST (T-436)

RIGHT-OF-WAY �

BALTIMORE ST (T-582)

P C

PT STA 13+88.48

PC STA 13+00.00

2.54'E = 386.90'R = 88.48'L = 44.43'T = 14°48'32"D =

LT13°06'10" = Δ

13+44.43PI STA

N51 °2

1'3 6"

E

P T

0 5025 FEET

STA 3+75.00

RECONSTRUCTION

BEGIN FULL DEPTH

STA 5+20.00

END FULL DEPTH RECONSTRUCTION1

12-04-0035.00

BK 0950 PG 0032

NATURAL COAL CO.

12-04-0035.00

BK 0950 PG 0032

NATURAL COAL CO.

12-04-0018.00

BK 2522 PG 1774

YZ-05 INC

(TO BE REMOVED)

SURVEY & CONSTR �

CLARK ST (T-436)

16.5' +75

41' +20 40'

+45

50' +46

35' +00

16.5' +0016.5'

+40 31' +40

31' +92

24' +12

16.5' +12

16.5' +75

60.44' +57.5

16.5' +27

38' +60

38' +97.55'

23' +27

26' +88

SURVEY

CONST

R �

BAL

TIM

ORE S

T (

T-5

CP 1

CP 2

WT LIMIT 5 TONS

(TO BE REMOVED)

WT LIMIT 5 TONS

(TO BE REMOVED)

AREA DURING CONSTRUCTION

MAINTAIN ACCESS TO PARKING

'9 .1

TRANSITION

BRIDGE BARRIER

PA 3-RAIL

THRIE-BEAM TO

12.5'

31-S

TANGENT

TYPE II, TEST LEVEL 2,

ATTENUATING DEVICE,

PERMANENT IMPACT

TRANSITION

BRIDGE BARRIER

PA 3-RAIL

THRIE-BEAM TO

TERMINAL SECTION, SINGLE

R=10'

TRANSITION

BRIDGE BARRIER

PA 3-RAIL

THRIE-BEAM TO

TANGENT

TYPE II, TEST LEVEL 2,

ATTENUATING DEVICE,

PERMANENT IMPACT

37.5'

31-S

TYPE

TYPE 31-S

12.5'

TERMINAL SECTION, SINGLE

TEMPORARY CONSTRUCTION EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

22 3 4 5 6

860 860

865 865

870 870

875 875

880 880

885 885

890 890

895 895

900 900

905 905

910 910

915 915

920 920

925 925

930 930

.1

.8

.8

.6

.3

.5

.7

.0

.5

.8

-0.50% -0.31%

.3

G

- 9

.2

G

- 8

.9

G

- 8

.7

G

- 8

.6

G

STA 3+75.00

BEGIN FULL DEPTH

RECONSTRUCTION

STA 5+20.00

END FULL DEPTH

RECONSTRUCTION

PROPOSED 25 YR WSE 895.63

EXISTING 25 YR WSE 896.91

EXISTING 100 YR WSE 899.67

PROPOSED 100 YR WSE 898.93

.3

.7

.0

.0

G .7

.8

GOOD SPRING CREEK, RT

GOOD SPRING CREEK, LT

� CULVERT

STA 4+60.00

ELEV 899.92

Rev Date By Chk'd Description permission of this firm.

reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b ro n a k o w s k i

/1

/2

:3

:2

P

M Y

P o tt s v ill e \3

S

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C la rk

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P ro fi le

-1

S h e e t]

JAH JAH ANB 5 5

PROFILE

0 105 FEET

0 5025 FEET

HORIZONTAL

VERTICAL

CLARK ST (T-436) PROFILE

P E

N N

S Y L V A

N I

A

C O

M

M

NW EALTH

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

ALFRED NORRIS BRONAKOWSKI

P I