7-FraileyTwp ClarkSt StructurePlans.pdf

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

/1

/2

:2

:3

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 \S tr u c tu re s \F in a l\

G

P E

.d g n

D

S h e e t

M o d e l)

LEGEND

EXISTING MINOR CONTOURS

PROPOSED MINOR CONTOURS

DIRECTION OF TRAFFIC

EXISTING STREAM FLOW

EXISTING EDGE OF STREAM

OVERHEAD ELECTRIC UTILITY

PROPERTY LINE

EXISTING MAJOR CONTOURS

PROPOSED MAJOR CONTOURS620

LEGAL RIGHT-OF-WAY LINE

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

N80°54'08"E

NO CURVE

HORIZONTAL CURVE DATA

VERTICAL CURVE DATA

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

1420.0 CFS=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

WINGWALL LENGTH

D

C

B

A

LENGTHWINGWALL

14'-0"

16'-0"

13'-0"

17'-0"

GENERAL PLAN & ELEVATION

JH JMC

-0.50% -0.31%

E L

E V

.6

S T

A

.0

E L

E V

.3

S T

A

.0

E L

E V

.7

S T

A

.0

CT1-CT11

PRELIMINARY SUPPLEMENTAL DRAWINGS

FENCE DETAILS

STAKE-OUT PLAN

GENERAL NOTES & CULVERT SECTION

GENERAL PLAN & ELEVATION

SHT NO. TITLE

INDEX OF DRAWINGS

SUPPLEMENTAL DRAWINGS

APP. DATEDWG. NO.DESCRIPTION

BC-734MANCHOR SYSTEMS 2/19/21

BC-735M 9/30/16WALL CONSTRUCTION AND EXPANSION JOINT DETAILS

BC-736M 11/23/22REINFORCEMENT BAR FABRICATION DETAILS

BC-751M 1/31/19BRIDGE DRAINAGE

BC-788M 11/23/22TYPICAL WATERPROOFING AND EXPANSION DETAILS

BC-798M 2/14/23MECHANICAL CONNECTION DETAILS

RC-11MCLASSIFICATION OF EARTHWORK FOR STRUCTURES 6/1/10

RC-50MGUIDE RAIL TO BRIDGE BARRIER TRANSITIONS 2/27/23

BC-706MPA 3-RAIL BRIDGE BARRIER 2/14/23

86-353PECON/SPAN PRECAST STRUCTURE STANDARD DETAIL DRAWINGS 9/21/17

EXISTING EDGE OF ROADWAY

RC-12MBACKFILL AT STRUCTURES 11/1/22

SEDIMENTATION POLLUTION CONTROL PLAN

EXCAVATION SUPPORT SYSTEM SEE EROSION AND

4. FOR SCOUR PROTECTION AND LIMITS OF TEMPORARY

3. FOR LIMITS OF GUIDERAIL SEE ROADWAY PLAN SHEETS.

AND EASEMENT LINES, SEE ROADWAY PLAN SHEETS.

2. FOR EXISTING AND PROPOSED LEGAL RIGHT-OF-WAY

1. SCOUR PROTECTION NOT SHOWN FOR CLARITY.

NOTES:

DJS

RC-51MTYPE 31 STRONG POST GUIDE RAIL 9/1/23

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

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/16/2024 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

:2

:3

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 \S tr u c tu re s \F in a l\

G

P E

.d g n

D

S h e e t

M o d e l)

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

PE-092227

DEREK J. SCHMIDT

N80°54 '08"E

P T

PPL 37

222-S4

GUY W

IRE

0 2010 FEET

PLAN

WING A

WING D

TYP

WING B

WING C

S H

L D

R

'-0

L

A N

E

'-0

L

A N

E

'-0

S

H L

D R

'-0

ELEV 899.97

STA 4+48.83

BEGIN STR

ELEV 899.92

STA 4+60.00

� CULVERT

76°00'00"

ELEV 899.86

STA 4+71.16

END STR

CLEAR SPAN

20'-0"

SURVEY & CONSTR �

CLARK STREET (T-436)

CLARK STREET

STA AHEAD

� CULVERT

G O

O D

SP

RI

NG

CREE

K

SEE WING LENGTH TABLE, THIS SHEET

(TYP)

WINGWALL

PRECAST

45°00'00"

45°00'00"

76°00'00"

76°00'00"

LEGAL RIG

HT-OF-WAY LINE

LEGAL RIG

HT-OF-WAY LINE

TE

M

PORARY

CONST

RUCTI

ON

EA

SE

M

ENT

REQUIRED RIGHT-OF-WAY LINE

REQUIRED RIGHT-OF-WAY LINE

DATUM 875

0.5 %

(TYP)

WEEPHOLE

1.0

1.5

100 YR WSE 898.93

25 YR WSE 895.63

BOF ELEV 882.40

ELEV 889.48

STREAMBED

PROPOSED

NWSE 890.67

PRECAST ARCH CULVERT

(TYP)

PRECAST WINGWALL

GROUND LINE

PROPOSED

EXISTING GROUND LINE

(TYP)

CONCRETE SPREAD FOOTING

0 105 FEET

UPSTREAM ELEVATION

AND STREAMBED MATERIAL

ROCK, CLASS R-8 CHOKED W/ R-4

CLEAR SPAN

20'-0"

U N

D E

R C

L E

A R

A N

C E

M

IN

(TYP)

4'-0"

(TYP)

10"

* FENCE NOT SHOWN FOR CLARITY.

PA 3-RAIL BRIDGE BARRIER

M

IN

MEMBRANE WATERPROOFING

GEOTEXTILE, CLASS 4, TYPE A

4" NO. 2A COARSE AGGREGATE

1/16/2024

GENERAL NOTES & SECTION

JMC JMC

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 \S tr u c tu re s \F in a l\

G e n e ra lN o te s S e c ti o n .d g n

D

S h e e t

M o d e l)

Pennsylvania One Call System Serial Number excavation

10 business days prior to the start of than 3 business days nor more than

Dial 8-1-1 or 1-800-242-1776 not less

20240120529

NOTES:

1. SCOUR PROTECTION NOT SHOWN FOR CLARITY.

DJS

THIS WORK.

THE TOWNSHIP RESERVES THE RIGHT TO ELIMINATE ANY OR ALL OF

WELDED WIRE FABRIC IS PROHIBITED IN CAST-IN-PLACE CONCRETE.

NORTH AMERICAN DATUM 1988.

SYSTEM (SOUTH ZONE) NAD83. VERTICAL CONTROL IS BASED ON

HORIZONTAL CONTROL IS BASED ON PA STATE PLANE COORDINATE

WORK.

THE OWNER RESERVES THE RIGHT TO ELIMINATE ANY OR ALL OF THIS

UNLESS OTHERWISE DIRECTED BY THE OWNER.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO

AT AN APPROVED SITE.

CONSTRUCTION AND DEMOLITION WASTES NEED TO BE DISPOSED OF

EXCAVATIONS IN ACCORDANCE WITH OSHA REQUIREMENTS.

EXCAVATED SLOPES DURING CONSTRUCTION. PERFORM ALL

THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF ALL

AND/OR REHABILITATION.

PROVIDE ALL NECESSARY BRACING AND SUPPORTS DURING ERECTION

AND TEMPORARY BRACING AND SHORING OF ALL STRUCTURES.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFE ERECTION

NOTED.

STATIONS AND ELEVATIONS ARE GIVEN IN FEET UNLESS OTHERWISE

USE CLASS A CEMENT CONCRETE IN FOOTINGS.

AS NOTED.

PROVIDE 2 INCH CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT

APPROVAL.

ENGINEER , REGISTERED IN PENNSYLVANIA FOR REVIEW AND

CALCULATIONS & SHOP DRAWINGS SEALED BY A PROFESSIONAL

FOR THE PROPOSED PRECAST STRUCTURE , SUBMIT DESIGN

DRAWINGS.

INSERTS FOR THE PRECAST CONCRETE UNITS ON THE SHOP

INCIDENTAL TO THE STRUCTURE ITEM. DETAIL THE LOCATION OF THE

ALL THREADED INSERTS, BOLTS, CONNECTION HARDWARE, ETC. ARE

COMPACTION OF THE BACKFILL MATERIAL.

THE STRUCTURE WITH THE WHEELS AND ROLLERS DURING

BACKFILL. DO NOT COME CLOSER THAN 1'-0" TO THE OUTSIDE FACE OF

OF THE CULVERT DURING THE PLACEMENT AND COMPACTION OF THE

DO NOT EXCEED 2'-0" DIFFERENCE IN FILL ELEVATION ON THE SIDES

HAULING PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

UNITS THAT MEET ALL HAULING GUIDELINES AND RESTRICTIONS.

DETAIL ON SHOP DRAWINGS ALL NECESSARY DIMENSIONS OF PRECAST

REQUIRED 28 DAY COMPRESSIVE STRENGTH.

SHIP PRECAST CONCRETE UNITS FROM FABRICATOR AFTER ATTAINING

DRAWINGS IN ACCORDANCE WITH PROJECT SPECIFICATIONS.

ACTUAL REINFORCEMENT AND PLACE RATINGS ON THE SHOP

FABRICATOR IS TO CALCULATE PRECAST CULVERT RATINGS BASED ON

CONCRETE.

BY ENGINEER BELOW BFE TO BE REPLACED WITH CLASS C CEMENT

SUITABILITY OF BEARING MATERIAL. MATERIAL DEEMED UNSUITABLE

COMPLETED TO BOTTOM OF FOOTING ELEVATION TO DETERMINE

CONTRACTOR TO NOTIFY ENGINEER ONCE EXCAVATION HAS BEEN

CONCRETE TO REESTABLISH THE BOTTOM-OF-FOOTING ELEVATION.

FOUNDATION. BACKFILL THE EXCAVATIONS WITH CLASS C CEMENT

THE EXISTING FOUNDATION INTERFERE WITH THE PROPOSED

REMOVED A MINIMUM OF 2 FEET BELOW THE PROPOSED BFE WHERE

PROPOSED BFE, THE EXISTING FOUNDATIONS WILL BE REQUIRED TO BE

IF THE EXISTING FOUNDATIONS ARE FOUND TO BE LOWER THAN THE

REINFORCEMENT BARS.

APPROVED BY THE OWNER. DO NOT USE RAIL STEEL A 996M

WITH A PROPORTIONAL INCREASE IN CROSS SECTIONAL AREA, IF

SPECIFIED. GRADE 40 REINFORCING STEEL BARS MAY BE SUBSTITUTED

706M. DO NOT WELD GRADE 60 REINFORCING STEEL BARS UNLESS

REQUIREMENTS OF ASTM A 615/A 615M, A 996/A 996M OR A 706/A

PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE

CODE AND CONTRACT SPECIFICATIONS.

NOT COVERED IN AASHTO/AWS D1.5M/D1.5:2015) BRIDGE WELDING

D1.5M/D1.5 2015(USE AASHTO/AWS D1.1/D1.1M:2015 FOR WELDING

INCLUDING ALL SUPPLEMENTAL SPECIFICATIONS AND AASHTO/AWS

TRANSPORTATION SPECIFICATIONS, PUBLICATION 408/2020,

SPECIFICATIONS, THE PENNSYLVANIA DEPARTMENT OF

PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH

ALL DIMENSIONS SHOWN ARE HORIZONTAL EXCEPT AS NOTED.

GENERAL:

LIVE LOADS: PHL-93, P-82 & P2016-13.

DESIGN (LRFD)METHOD.

DESIGN IN ACCORDANCE WITH THE LOAD AND RESISTANCE FACTOR

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 9TH EDITION, 2020.

DESIGN SPECIFICATIONS:

INDICATED ON THE DRAWINGS.

HAS BEEN PERFORMED. AVAILABLE SURFACE INFORMATION IS

OR STRUCTURES ARE SHOWN ON THE PLANS. NO FIELD EXCAVATION

SHOWN ON THE PLANS, OR THAT ALL UNDERGROUND INSTALLATION

THE PRESENT UNDERGROUND UTILITY INSTALLATION OR STRUCTURES

WARRANT OR ASSURE EITHER THE ACCURACY OF THE LOCATION OF

ALFRED BENESCH & COMPANY DOES NOT GUARANTEE, REPRESENT,

ALFRED BENESCH & COMPANY FROM THE UTILITIES LISTED BELOW.

IN ACCORDANCE WITH INFORMATION THAT HAS BEEN PROVIDED TO

WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE

PURPLE - NON-POTABLE WATER, IRRIGATION OR SLURRY LINES

WHITE - PROPOSED EXCAVATION

GREEN - SEWERS AND DRAIN LINES

BLUE - POTABLE WATER

CONDUIT

ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR

YELLOW - GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS

CODES

RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING

CODES. KNOW THEM!

OF UNDERGROUND UTILITIES IN ACCORDANCE WITH UNIFORM COLOR

ACT 287 OF 1974 AS AMENDED: STANDARDIZES THE COLOR-MARKING

SYSTEM, INC. USE IT!

THIS PROJECT HAS A SERIAL NUMBER REGISTERED WITH THE ONE CALL

COMMONWEALTH OF PENNSYLVANIA.

THE DESIGN PHASE. THESE REQUIREMENTS APPLY ANYWHERE IN THE

DAYS NOR MORE THAN 90 WORKING DAYS NOTICE WHEN ENGAGED IN

NO. 187 REQUIRES DESIGNERS TO GIVE NO LESS THAN 10 WORKING

PLOW-IN, PULL-IN, RIP, SCRAPE, TRENCH, TUNNEL OR DEMOLISH. ACT

AUGER, BACKFILL, BLAST, BORE, DIG, DITCH, DRILL, DRIVE-IN, GRADE,

ABOUT TO MOVE EARTH (WITH OR WITHOUT EXPLOSIVES), ANCHOR,

NOTICE FROM EXCAVATORS/DEMOLITION CONTRACTORS WHO ARE

THAN 3 WORKING DAYS NOTICE NOR MORE THAN 10 WORKING DAYS

UNDERGROUND UTILITY LINE PROTECTION LAW, REQUIRES NO LESS

PENNSYLVANIA ACT NO. ACT 287 OF 1974 AS AMENDED, THE

1-800-242-1776

PENNSYLVANIA ONE CALL SYSTEM, INC.

STOP-CALL BEFORE YOU DIG!

THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

PROVIDE FOR THEIR PROTECTION. THE COUNTY DOES NOT GUARANTEE

RESPONSIBILITY TO VERIFY AND ALLOW FOR THEIR LOCATIONS AND

AVAILABLE INFORMATION. IT SHALL BE THE CONTRACTOR'S

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST

LOCATION OF ANY UTILITIES.

REVISIONS OR LIABILITIES FOR ACCURACY OF TYPE, SIZE AND

FOR THE REIMBURSEMENT, PARTICIPATION IN DESIGN AND/OR

CONSTRUCTION. THE OWNER DOES NOT ASSUME ANY RESPONSIBILITY

FULL RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITIES DURING

UTILITIES WILL NOT BE DISTURBED OR ENDANGERED AND ASSUME

WORK AND CONDUCT OPERATIONS IN A MANNER WHICH ENSURES THE

VERIFY AND LOCATE ALL EXISTING UTILITIES PRIOR TO STARTING

SECTIONS 105.06 AND 107.12.

AND PRIVATE UTILITIES IN ACCORDANCE WITH PUBLICATION 408,

COORDINATE, LOCATE, AND CONDUCT ALL WORK RELATED TO PUBLIC

UTILITY NOTES:

kathleen_yerges@yahoo.com

CHARLES YERGES

TREMONT, PA 17981

23 JOLIETT ST

MOUNTAIN WATER AUTHORITY OF JOLIETT

LIST OF UTILITIES:

REGISTERED IN PENNSYLVANIA.

CALCULATIONS & DRAWINGS SEALED BY A PROFESSIONAL ENGINEER,

FOR PRECAST UNITS, THE CONTRACTOR MUST SUBMIT A DESIGN WITH

CONSTRUCTION IS NOT PERMITTED UNLESS SPECIFIED.

WELDING OF REINFORCEMENT BARS DURING FABRICATION OR

NOTED.

RAKE FINISH ALL HORIZONTAL CONSTRUCTION JOINTS EXCEPT AS

THE OWNER.

EPOXY COATED REINFORCING STEEL BARS AT NO ADDITIONAL COST TO

GALVANIZED REINFORCING STEEL BARS MAY BE SUBSTITUTED FOR

EPOXY COATED UNLESS NOTED OTHERWISE.

ALL REINFORCEMENT WITHIN CAST-IN PLACE CONCRETE IS TO BE

APPROVED BY THE ENGINEER.

CLASS OF CONCRETE AT NO ADDITIONAL COST TO THE OWNER, IF

A HIGHER CLASS OF CONCRETE MAY BE SUBSTITUTED FOR A LOWER

CHAMFER EXPOSED CONCRETE EDGES 3/4"X3/4" EXCEPT AS NOTED

NOTED.

RAKE FINISH ALL HORIZONTAL CONSTRUCTION JOINTS EXCEPT AS

GENERAL:

EMAIL: PCAULFIELD@SCMAWATER.COM

CONTACT: PAT CAULFIELD

POTTSVILLE, PA 17901

PO BOX 960

221 S CENTRE STREET

SCHUYLKILL COUNTY MUNICIPAL AUTHORITY

(1)

PRECAST REINFORCED CONCRETE ARCH CULVERT, AS DESIGNED

ITEM NO. DESCRIPTION

APPRIOXIMATE QUANTITIES - ARCH CULVERT DESIGNED

034100-001

20'-0" X 5'-0" PRECAST REINFORCED CONCRETE ARCH CULVERT (2)

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON OTHER SURFACES

NO. 57 COARSE AGGREGATE

NO. 2A COARSE AGGREGATE

ROCK, CLASS R-8 CHOKED WITH R-4 AND NATURAL STREAMBED MATERIAL (6)

CLASS A CEMENT CONCRETE

SELECTED BORROW EXCAVATION, STRUCTURE BACKFILL (5)

GEOTEXTILE, CLASS 1 (3)

GEOTEXTILE, CLASS 4, TYPE A (4)

CLASS 3 EXCAVATION

PA 3-RAIL BRIDGE BARRIER

UNIT

LS

LS

SY

CY

CY

CY

CY

CY

LS

SY

CY

LF

TOTAL

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

(1)

BFE TO BE REPLACED WITH CLASS C CONCRETE AND PAID FOR UNDER THIS ITEM.

TO DETERMINE SUITABILITY OF BEARING MATERIAL. ONLY MATERIAL DEEMED UNSUITABLE BY ENGINEER BELOW

(7) CONTRACTOR TO NOTIFY ENGINEER ONCE EXCAVATION HAS BEEN COMPLETED AND DEWATERED. ENGINEER

(6) SEE RDWY AND ES PLANS FOR LOCATION.

SUPPLEMENTAL DRAWINGS SHEET CT11 OF CT11.

(5) PAY LIMITS INCLUDE AREAS WITHIN THE LIMITS OF CRITICAL BACKFILL ZONE B PER THE PRELIMINARY

(4) USED TO SEPARATE STRUCTURE BACKFILL FROM EXISTING SURFACES AND EMBANKMENT MATERIAL.

(3) USED TO WRAP NO.57 COARSE AGGREGATE AROUND STRUCTURE DRAINAGE.

PER THIS PLAN AND PRELIMINARY SUPPLEMENTAL DRAWINGS.

MATERIALS OR LABOR REQUIRED FOR THE COMPLETE AND PROPER ERECTION OF THE CONSPAN BRIDGE SYSTEM

BARRIER POST CONNECTION HARDWARE, REINFORCEMENT, DRAINAGE SYSTEM, WEEPHOLES, AND ANY OTHER

REINFORCEMENT, NON-SHRINK GROUT , JOINT SEALING MATERIALS, MASONITE SHIMS, POST- TENSION MATERIALS, BRIDGE SYSTEM UNITS, TWO PRECAST HEADWALLS, FOUR PRECAST WINGWALLS, PRECAST PEDESTALS, FOOTINGS,

(2) INCLUDES THE FURNISHING AND INSTALLATION OF 28.5 LF OF 20'-0" SPAN BY 5'-0" RISE CONSPAN CONCRETE

(1) ITEMS IN LUMP SUM (ITEM 34100-001) GIVEN FOR INFORMATION ONLY.

EMAIL: VSTANISHEFSKI@PPLWEB.COM

CONTACT: VINCE STANISHEFSKI

NORTHUMBERLAND, PA 17857

434 SUSQUEHANNA TRL

PPL ELECTRIC UTILITIES CORPORATION

ARCH CULVERT STRUCTURE RATING SUMMARY

RATING (IR)

INVENTORY

HS20

RATING (TONS)

H20 P-82ML-80 TK-527 PHL-93

SPECIFICATIONS.

PLANS AND SHOP DRAWINGS IN ACCORDANCE WITH PROJECT

BASED ON ACTUAL REINFORCEMENT AND PLACE RATINGS ON THESE

NOTE: FABRICATOR IS TO CALCULATE CULVERT RATINGS

RATING (OR)

OPERATING

RATING FACTOR

RATING FACTOR

RATING (TONS)

PROVIDE ROCK SCOUR PROTECTION IN ACCORDANCE WITH THE PLANS.

REMOVE EXISTING BRIDGE FOUNDATIONS.

MAXIMUM ALLOWABLE POST CONSTRUCTION SETTLEMENT IS 1".

EXCAVATION.

BLASTING IS NOT PERMITTED TO BE USED AS A METHOD OF

EXCAVATIONS IN ACCORDANCE WITH OSHA REQUIREMENTS.

V AND DIRECT RUNOFF AWAY FROM THE EXCAVATION. PERFORM ALL

ENSURE STABILITY OF EXCAVATED SLOPES NO STEEPER THEN 1.5 H: 1

REPRESENTATIVE.

THAT THE EXCAVATIONS ARE DRY ENOUGH TO BE INSPECTED BY THE

PROVIDE SUFFICIENT DEWATERING DURING CONSTRUCTION SUCH

GEOTECHNICAL NOTES

(717) 626-0486

LITIZ, PA 17543

255 WEST BRUBAKER VALLEY ROAD

SOUTHEAST REGIONAL OFFICE

PA FISH AND BOAT COMMISSION

COMMISSION DURING CONSTRUCTION.

COMMISSION PRIOR TO CONSTRUCTION AND COOPERATE WITH FISH

NOTIFY THE REGIONAL HEADQUARTERS OF THE FISH AN BOAT

FISH AND BOAT COMMISSION

(1) CLASS C CEMENT CONCRETE, OVER EXCAVATION (7) CY 89

EMAIL: KENNEY29@WTVACCESS.COM

CONTACT: JOE KENNEY

POTTSVILLE, PA 17901

603 EAST MARKET STREET

WIRE TELE-VIEW

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

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/16/2024 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

:2

:2

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 \S tr u c tu re s \F in a l\

G e n e ra lN o te s S e c ti o n .d g n

D

S h e e t

M o d e l)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE-092227

DEREK J. SCHMIDT

DATUM 875

LANE

10'-0"

LANE

10'-0"

2% 2%

PG

1'-6" (TYP)

0.03 FT/FT

STREAM SLOPE

PA 3-RAIL BRIDGE BARRIER

PRECAST ARCH

ELEV 899.68

ELEV 897.73

ELEV 889.48

STREAMBED @ � CULVERT

BOF ELEV 882.40

ELEV 899.65

ELEV 897.73

ELEV 888.50

STREAMBED @ � CULVERT EXISTING STREAMBED

0 105 FEET

SECTION ALONG � OF ARCH

RAIL-TO-RAIL

"(-)8 324'-1

28'-6"

SHOULDER-TO-RAIL

"(+)8 52'-0

SHOULDER-TO-RAIL

"(+)8 52'-0

SURVEY & CONSTR �

CLARK ST

M

IN

MEASURED NORMAL TO SURVEY & CONSTR �

"8 32'-7

8" (TYP) 1.17' MIN COVER

(LOOKING AHEAD STATION)

10"

WING B 895.00

WING C 899.50

WING A 899.50

WING D 898.50

TOP OF PEDESTAL

STAKE-OUT PLAN

JMC JMC

NORTHING

WORK POINT DATA

POINT

WORK

EASTING

COORDINATES

NOTE:

POINTS.

PURPOSES ONLY AND DO NOT IMPLY PRECISION BEYOND TWO DECIMAL

COORDINATES GIVEN TO FOUR DECIMAL PLACES FOR COMPUTATIONAL

NOTE:

2. FOR GENERAL NOTES, SEE SHEET 2.

1. FOR GENERAL PLAN & ELEVATION, SEE SHEET 1.

LEGEND:

FF - FRONT FACE

WP - WORKPOINT

477033.6748

477044.3840

477077.3673

477074.8374

477079.7802

477069.8359

477036.6946

477039.3826

477071.3079

477042.9121

477044.5417

477072.9374

477069.6783

477041.2825

477058.7396

477057.1100

477055.4804

2340701.3475

2340692.3302

2340710.7409

2340694.9422

2340666.0665

2340674.4398

2340655.0416

2340671.8278

2340684.6027

2340682.1672

2340692.3437

2340694.7792

2340674.4262

2340671.9907

2340693.5615

2340683.3850

2340673.2085

DJS

0 84 FEET

STAKE-OUT PLAN

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

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/16/2024 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

:2

:3

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 \S tr u c tu re s \F in a l\

S ta k e O u tP la n .d g n

D

S h e e t

M o d e l)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE-092227

DEREK J. SCHMIDT

WING C

16.00'

W

IN

G D

.0

CULVERT�

WING A

17.00'

W

IN

G B

.0

.9

.2

.2

.1

10.00'

10.00' 20.00'

76°00'00"

76°00'00"45°00'00"

76°00'00" 45°00'00"

.1

.9

.2

.2

WP1 WP 2 WP3

WP 4 WP 8

WP 9WP 5 WP 6

WP 7

FF ARCH UNITFF ARCH UNIT

WP 10WP 11

WP 12

WP 13

WP 14

WP 15

WP 16

WP 17

N80°54'08"E

STA AHEAD

�SURVEY & CONSTR

CLARK STREET

FF WINGWALL

FF WINGWALL

FF WINGWALL

FF WINGWALL

FENCE DETAILS

JMC JMC

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 \S tr u c tu r e s \F in a l\

F e n c e .d g n

D

S h e e t

M o d e l)

DJS

FENCE ELEVATION VIEW

N.T.S.

STRUCTURE MOUNTED FENCE SECTION VIEW

N.T.S.

SPACER PLATE DETAILS

N.T.S.

U-BOLT DETAIL

N.T.S.

ROADWAY ITEM - VINYL COATED CHAIN LINK FENCE.

ALL LABOR AND PARTS SHOWN ON THIS SHEET TO BE PAID FOR UNDER

NOTES:

GUIDE RAIL MOUNTED FENCE SECTION VIEW

N.T.S.

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

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/16/2024 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

:2

:4

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 \S tr u c tu r e s \F in a l\

F e n c e .d g n

D

S h e e t

M o d e l)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE-092227

DEREK J. SCHMIDT

BLACK (TYP)

WIRE MESH #9 GA -

POLYVINYL FENCE 2"

OFF-STRUCTURE

5'-0" GUIDE RAIL MOUNTED

4'-0" STRUCTURE MOUNTED

1/2" THREADED U-BOLT (SEE DETAIL THIS SHEET)

5/8" - DRILLED HOLES IN GUIDE RAIL POST TO ACCEPT

SCHEDULE 40

COATED STEEL POST,

3" O.D. POLYVINYL

TOP AND BOTTOM)

STEEL POST, SCHEDULE 40 (TYP

1.625" O.D. POLYVINYL COATED

"8

PA 3-RAIL (POST)

PA 3-RAIL (RAIL TUBE)

EXTERIOR SIDE OF POST

BLACK - MOUNTED ON

WIRE MESH #9 GA -

POLYVINYL FENCE 2"

(SEE DETAIL THIS SHEET)

1/2" THREADED U BOLT

TOP AND BOTTOM)

STEEL POST, SCHEDULE 40 (TYP

1.625" O.D. POLYVINYL COATED

PA 3-RAIL (POST)

ATTACHED TO EACH

SCHEDULE 40 -

COATED STEEL POST,

3" O.D. POLYVINYL

PA 3-RAIL BRIDGE BARRIER

S

T R

U C

T U

R E

M O

U N

T E

D

DETAIL THIS SHEET)

" SPACER PLATE (SEE 8

"4

GALV. SPACER PLATE

AND LOCK HEX NUT

WASHERS, HEX NUT,

GALV. U-BOLT WITH

F1554, GRADE 105,

1/2" ASTM A449 OR

EXTERIOR SIDE OF POST

BLACK - MOUNTED ON

WIRE MESH #9 GA -

POLYVINYL FENCE 2"

THAN 10' SPACING

RAIL POST @ NO MORE

ATTACHED TO GUIDE

SCHEDULE 40 -

COATED STEEL POST,

3" O.D. POLYVINYL

(SEE DETAIL THIS SHEET)

1/2" THREADED U BOLT

DETAIL THIS SHEET)

" SPACER PLATE (SEE 8

TOP AND BOTTOM)

STEEL POST, SCHEDULE 40 (TYP

1.625" O.D. POLYVINYL COATED