2-2026.06.09 - Addendum 1.pdf

00 91 13 - ADDENDA

Herbert, Rowland & Grubic, Inc. 00 91 13 - 1 XXXXXX.XXXX

SECTION 00 91 13 - ADDENDA

1.1 ADDENDUM

A. Project Information:

1. To: Prospective Bidders.

2. Project Title: Limekiln Drive Bridge Replacement.

3. Project No.: R004061.0440.

4. Date: June 9, 2026.

5. Owner: Chambersburg Borough.

6. Engineer: Herbert, Rowland & Grubic, Inc.

7. This Addendum forms a part of the Contract Documents and modifies the Bidding

Documents dated May 28, 2026.

8. Acknowledge receipt of this Addendum in the space provided in the Bid Form.

Failure to do so may disqualify the Bidder.

9. This Addendum consists of 9 pages and following Drawings:

a. Approved Precast Box Culvert Shop Drawings.

b. June 9, 2026.

10. This addendum does not change the Bid Date.

1.2 Changes to the Drawings:

A. Approved Precast Box Culvert Shop Drawings:

1. Additional Approved Precast Box Culvert Shop Drawings have been added.

END OF DOCUMENT

DIRECTION OF

INSTALLATION

M

YORK HAVEN, PA.

717-938-8303 www.MonarchProducts.net

COMPANY, INC.

MONARCH PRODUCTS

ONARCM H

YORK HAVEN, PA.

COMPANY, INC.

MONARCH PRODUCTS

ONARCMH

M

GENERAL NOTES:

1. DESIGN IS PER CONTRACT PLANS AND IN ACCORDANCE WITH

"LRFD BRIDGE DEISGN SPECIFICATIONS, 8TH EDITION, AND

PENNDOT DESIGN MANUAL, PART 4 (2019)"

2. DESIGN LIVE LOAD = PHL93, P-82, AND P2016-13

3. DESIGN EARTH FILL = 1.7' MAX PLUS 30PSF FUTURE WEARING

SURFACE

4. MINIMUM CONCRETE STRENGTH, F'C = 6000PSI @ 28 DAYS FOR

CULVERT AND END SECTIONS AND CLASS AA FOR SILT BAFFLES

AND HEADWALLS (CURBS)

5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 WITH A

MINIMUM YIELD STRENGTH, FY = 60KSI

6. INSTALLATION OF THE CULVERT TO START AT THE OUTLET END

(BC-1) AND PROGRESS TO THE INLET END (BC-3)

7. MATERIALS AND MANUFACTURING SHALL CONFORM TO

PENNDOT PUBLICATION 408.

8. PROVIDE 1" CHAMFER ON ALL EXPOSED EDGES.

26'-2"

24'-0" SPAN

11 SECTIONS + (10) ⅜ JOINTS = 46'-0"

1'-0" TYP.

4'-1 7

8 ", U.O.N.

4'-1 3

8 " 3'-6" TYP. 3

8 "

FLOW

8 TON LIFT

ANCHOR, TYP.

BC-3 BC-1BC-2(9) BC-2(8) BC-2(7) BC-2(6) BC-2(5) BC-2(4) BC-2(3) BC-2(2) BC-2(1)

2'-1 1 2 " 2'-1 1

2 "

7'-4" 7'-4"

4'-6" RISE

22'-0" BAFFLE SPACING, TYP.

3'-10" 1'-0" BAFFLE

INV. 620.13

EL. 616.63

CIP CUTOFF

WALL, TYP.

3" X 3" CHAMFER

(INLET SIDE ONLY)

INV. 619.81

EL. 616.31

EL. 628.64

EL. 625.77

4" WEEP HOLES

EVERY OTHER SECTION

EL. 627.96

EL. 626.09

BC-3 BC-2(9) BC-2(8) BC-2(7) BC-2(6) BC-2(5) BC-2(4) BC-2(3) BC-2(2) BC-2(1) BC-1

27.4

26.3

26.2

ELEVATION VIEW

SLOPE = 0.66%

PLAN VIEW

SLOPE = 0.66%

CHECK WEIGHTS/ CU

CHECK QTY

ELIMINATE UN NEEDED PARTS

N

INSERTS FOR

SIDEWALK ON

INLET SIDE(TBD)

SHEET LIST TABLE

SHEET NO. SHEET TITLE

1 PLAN AND ELEV.

2 INLET END VIEWS

3 OUTLET END VIEWS

4 REINFORCING DETAILS

5 MISC. DETAILS

6 BRIDGE BARRIER DETAILS

7 W.W. REINF. & P.T. DETAILS

8 CUTOFF WALL LAYOUT

TABLE OF UNITS

MARK QTY. DESCRIPTION

VOLUME WEIGHT

(CY) (TONS)

BC-1 1 OUTLET END SECTION 12.93 26.2

BC-2 8 STANDARD SECTION 12.98 26.3

BC-2 (5) 1 STANDARD SECT. W/ BAFFLE 13.37 27.1

BC-3 1 INLET END SECTION 13.53 27.4

WW-1 1 U/S WINGWALL 9.07 18.4

WW-2 1 U/S WINGWALL 8.35 16.9

WW-3 1 D/S WINGWALL 8.97 18.2

WW-4 1 D/S WINGWALL 9.18 18.6

6/4/2026MW

NAME DATE

CHECKED BY:

DRAWN BY: PLAN AND ELEV.6/4/2026KDK

PROJECT: LIMEKILN RD

FAIRVIEW TWP., PA

24' - 0" SPAN X 4' - 6" RISE

BOX CULVERT

REV. NO. DATE REVISION

SHEET:

6/5/2026

ACCEPTED

Date

This shop drawing has been reviewed for the compliance with the design concept and strict adherence to all material, technical requirements and details indicated in the contract drawings, standards, and specifications. Acceptance does not relieve Contractor from their responsibility for design (if applicable), detail, workmanship, dimensions, and full conformance to the contract documents.

Taylor A. Abel, P.E.

06/08/2026

Herbert, Rowland & Grubic, Inc.

MONARCH PRODUCTS

ONARCMH

M

MONARCH PRODUCTS

ONARCM H

2'-6"

4'-2"

1'-0"

8'-10 3 8 "

1'-7 3 8 "

11'-5 5 8 "

10'-5 5 8 "

2'- 1 8 " 1'-9 7

8 "

4'-5"

5'-10 3 8 "

1'-0"

11'-3 3 8 "

10'-3 3 8 "

5'-0"

TYP.

INV. 620.13

CIP CUTOFF

WALL, TYP.

STRAP PLATE, TYP.

3" X 3" CHAMFER

BC-3

WW-BWW-A

8-TON LIFT

ANCHORS, TYP.

EL. 616.713 EL. 616.63

EL. 626.09

FULL DEPTH

WINGS, TYP.

EL. 628.10 EL. 627.91

EL. 616.713

26'-2"

6" BAFFLE LOCATION

12'-6"

1'

-0

8'-10"

7'-9"

1'-1"

2'-0"

2'-0"

12'-6"

15.00°

TYP.

11'-0"

2'-0"

2'-0"

2'-6"

1'-1"

7'-9"

8'-10"

2'-6"

1'-6", TYP.

KEYED

JOINT, TYP.

CIP CUTOFF

WALL, TYP.

(FLUSH)

GALVANIZED

STRAP PLATE,

TYP.

8-TON LIFT

ANCHORS, TYP.

WW-A WW-B

EL. 616.713

EL. 616.713

INLET END ELEVATION

INLET END PLAN VIEW

NOTE: BOLD ELEVATIONS AT ENDS

OF WING WALLS ARE ADJUSTED

FOR SLOPE

N

REVISIONDATEREV. NO.

PROJECT:

KDK 6/4/2026 INLET END VIEWSDRAWN BY:

CHECKED BY:

DATENAME

MW 6/4/2026

SHEET:

LIMEKILN RD

FAIRVIEW TWP., PA

24' - 0" SPAN X 4' - 6" RISE

BOX CULVERT

requirements and details indicated in the contract drawings, standards, and specifications. Acceptance does not relieve Contractor from their responsibility for design (if applicable), detail, workmanship, dimensions, and full conformance to the contract documents.

Taylor A. Abel, P.E.

MONARCH PRODUCTS

ONARCMH

M

MONARCH PRODUCTS

ONARCM H

1'-0"

7'-2 3 8 "

4'-2 3 8 "

12'-4 3 4 "

2'-6"

2'-11 1 4 "

11'-4 3 4 "

3'-1 5 8 "

4'-2"

12'-7 1 8 "

1'-0"

10'-2 3 8 "

1'-4 5 8 "

5'-0"

TYP.

11'-7 1 8 "

WW-C

8-TON LIFT

ANCHORS, TYP.

INV. 619.81

EL. 616.31

BC-1

STRAP PLATE, TYP.

EL. 625.77

EL. 628.90EL. 628.71

EL. 616.227

FULL DEPTH

WINGS, TYP.

26'-2"

12'-6"

2'-0"

2'-0"

8'-10"

15.00°, TYP.

1'

-0 " 11'-0"

7'-9"

1'-1" 8'-10" 1'-1"

7'-9"

12'-6"

2'-0"

2'-0"

2'-6"

6" BAFFLE LOCATION

2'-6"

1'-6", TYP.

GALVANIZED

STRAP PLATE,

TYP.

KEYED

JOINT, TYP.

8-TON LIFT

ANCHORS, TYP.

CIP CUTOFF

WALL, TYP.

(FLUSH)

WW-C WW-D

EL. 616.227

EL. 616.227

4'-3" CL

8'-6 5

8 " CL

INV. 623.10

48"Ø HOLE

FOR 36"Ø PIPE

WW-D HOLE LOCATION

4" WEEPHOLE

STEEL DISPACED BY OPENING SHALL BE REPLACED

ABOVE, BELOW, AND ON BOTH SIDES OF THE OPENING.

USE ADDITIONAL #4 TRIM BARS AROUND TTHE OPENING.

#4 TRIM BARS

OUTLET END ELEVATION

OUTLET END PLAN VIEW

NOTE: BOLDED ELEVATIONS AT ENDS

OF WING WALLS ARE ADJUSTED

FOR SLOPE

WW-D

N

EL. 616.227

REVISIONDATEREV. NO.

PROJECT:

KDK 6/4/2026 OUTLET END VIEWSDRAWN BY:

CHECKED BY:

DATENAME

MW 6/4/2026

SHEET: LIMEKILN RD

FAIRVIEW TWP., PA

24' - 0" SPAN X 4' - 6" RISE

BOX CULVERT

requirements and details indicated in the contract drawings, standards, and specifications. Acceptance does not relieve Contractor from their responsibility for design (if applicable), detail, workmanship, dimensions, and full conformance to the contract documents.

Taylor A. Abel, P.E.

MONARCH PRODUCTS

ONARCMH

M

MONARCH PRODUCTS

ONARCM H

2" COV. 6'-0" LAP, TYP.

1 1

2 " COV.

2" COV.

(21) ⅝ Ø THREADED INSERTS W/ #5 THREADED DOWELS @ 9" O.C

LO

N G

. B A

RS

E

A C

H

FA

C E

BO

TH

W A

LL

S

LONG. BARS TOP

& BOTTOM FACE

AE300

AE100

AE1

#4 BARS HAUNCH BARS,

EVERY 2'-0", TYP.

AE200AE400

BE1

REINFORCING SECTION

1½" COVER, UNO

CE1-TF TOP FACE

CE100 BOTTOM FACE

#501E BARS

1 1

4 " MIN - 2" MAX, TYP. LONG. (E)

REINFORCING ELEVATION

SIDE VIEW AS-CAST

AE300

AE100

AE1

BE1

AE200

AE400

26'-2"

1'-1" 1'-1" 24'-0"

7'-4"

1'-5 1 2 "

4'-6"

1'-4 1 2 "

16'-0"

8"

9" TYP.

8" TYP.

2'-0" 5'-6" PT DUCT

SPACING, TYP.

CULVERT STANDARD SECTION VIEW

P = POST-TENSION SEQUENCE

NOTE: DESIGNED FOR 6" HAUNCHES.

PT DUCTS, TYP.

6" 6"

8"

(2) #501E BARS

#5 THREADED DOWELS

(DIE-1) BARS@ 9" O.C

ALTERNATE DIRECTION OF HOOK

⅝" INSERTS

@9" O.C

FISH BAFFLE SECTION

2" COV. TYP.

REINFORCING SCHEDULE CULVERTS

MARK QTY. SIZE SPACING TYPE LENGTH HORZ. VERT.

AE100 9 #7 5.00 STR 25' - 8"

AE200 9 #7 5.00 STR 25' - 8"

AE300 9 #5 5.00 STR 25' - 8"

AE400 9 #5 5.00 STR 25' - 8"

AE1 18 #7 5.00 "U" 19' - 0" 6' - 0" 7' - 0"

BE1 18 #5 5.00 STR 5' - 0"

CE1-TF 25 #4 12.00 STR 3' - 11"

CE100 37 #5 8.00 STR 3' - 11"

LONG (E) 75 #4 12.00 STR 3' - 11"

DIE-1 21 #5 9.00" "L" 1' - 1" 0' - 4" 0' - 9"

#501E 2 #5 - STR VARIES

ADJUST LENGTHS FOR BC-1 AND BC-3 AT JOINT

"DI" = THREADED DOWEL-IN

"E" = EPOXY COATED BARS

REVISIONDATEREV. NO.

PROJECT:

KDK 6/4/2026 REINFORCING DETAILSDRAWN BY:

CHECKED BY:

DATENAME

MW 6/4/2026

SHEET: LIMEKILN RD

FAIRVIEW TWP., PA

24' - 0" SPAN X 4' - 6" RISE

BOX CULVERT

requirements and details indicated in the contract drawings, standards, and specifications. Acceptance does not relieve Contractor from their responsibility for design (if applicable), detail, workmanship, dimensions, and full conformance to the contract documents.

Taylor A. Abel, P.E.

MONARCH PRODUCTS

ONARCMH

M

MONARCH PRODUCTS

ONARCM H

1'-0"

2'-1 1 2 "

4" COV.

(3) #4 EQ.

SPACED E.F

CULVERT BOTTOM SLAB

#4 @ 12 O.C

1'-6"

1'-0" (2) #6 E.F

1" CHAMFER135° TIES, #4 @ 12" O.C

#5 THREADED DOWEL-IN

@ 9" O.C

THREADED INSERTS FOR

#5 DOWELS @ 9" O.C

3"

1 1 2 "

1'-0"

3" 9"

1" THREADED

INSERT, TYP.

1⅛" X 2" SLOTTED

HOLE, TYP.

1" BOLT & WASHER

ASTM A325 (GALV.)

PL 3" X 24" X 3/8" SS

CL JOINT

2'-6" 5'-5" 5'-3" 5'-3"

15'-11 3 8 "

23'-8 3 8 "

3" 3 SPA. @ 8" 4" 4" 2 SPA.

@ 9"

2 SPA.

@ 9"

2 SPA.

@ 9½"

2 SPA.

@ 9" 4" 2 SPA.

@ 9"

2 SPA.

@ 9½"

2 SPA.

@ 9" 4" 2 SPA.

@ 9"

2 SPA.

@ 9½"

2 SPA.

@ 9" 4" 2 SPA.

@ 9"

2 SPA.

@ 9½"

3 SPA. @ 8" 3"

26'-2"

2 1 2 " cov.

HW-1: 3'-0"

HW-2: 2'-0"

4" MIN. PROTRUSION

1'-6"

(3) #6 BARS E.F.

(601E BARS)

ES7 - #6 EPOXY BARS X 46"

W/180° HOOK

MCE-1,

SEE CHART

FOR SPACING

MCE-2,

SEE CHART FOR SPACING

DIE-1 BARS

AR-1 = ⅞" Ø ANCHOR ROD

F1554 (4 TYP.) EA G.R. MOUNT

½" MOUNTING PROCESS

⅞" Ø HD BOLT, NUT

& WASHER

1" TAPER

#4 OR #6

PRECAST BARRIER DETAIL

NOTES:

BAR COVER 2" TYP.1.

REINFORCING TO BE EPOXY COATED2.

CIP CUTOFF WALL DETAIL

2" COV. TYP.

STRAP PLATE DETAIL

CAST INTO BARRIER WALL TO HOLD ANCHOR BOLTS

BOLT SPACING PER BC709M - VERIFY

RATING NOTES:

1. (V) DENOTES CRITICAL RATING VALUE GOVERNED BY SHEAR.

2. RATINGS COMPUTED USING THE LOAD AND RESISTANCE FACTOR DESIGN METHOD.

3. LANE LOADING APPLIED IN ACCORDANCE WITH THE AASHTO SPECIFICATIONS FOR MOMENT AND SHEAR.

4. FUTURE WEARING SURFACE (FWS) IS INCLUDED IN THE RATINGS ABOVE.

STRAPS SHOWN FLAT FOR DIMESIONING ONLY.

STRAPS TO BE BENT TO 165° ANGLE

REVISIONDATEREV. NO.

PROJECT:

KDK 6/4/2026 MISC. DETAILSDRAWN BY:

CHECKED BY:

DATENAME

MW 6/4/2026

SHEET:

LIMEKILN RD

FAIRVIEW TWP., PA

24' - 0" SPAN X 4' - 6" RISE

BOX CULVERT

requirements and details indicated in the contract drawings, standards, and specifications. Acceptance does not relieve Contractor from their responsibility for design (if applicable), detail, workmanship, dimensions, and full conformance to the contract documents.

Taylor A. Abel, P.E.

90.00°

D

ES

IG

N

D

IM

HOOK A

OR G

135.00°

H

D

ES

IG

N

D

IM

HOOK A

OR G

DIM. B HOOK

A OR G

DIM. B HOOK A

OR G

DIA

DIA

J

YORK HAVEN, PA.

COMPANY, INC.

MONARCH PRODUCTS

ONARCMH

M

MONARCH PRODUCTS

ONARCM H

26'-2"

3'-1⅝" MAX.

3" 3 SPA.

@7 ⅞"

1" 1"

2 SPA.

@9" 3 SPA. @ 14 ¼" 2 SPA.

@9"

2 SPA.

@9"

2 SPA.

@9"

2 SPA.

@9"

2 SPA.

@9"

3 SPA.

@7 ⅞" 3 SPA. @ 14 ¼" 3 SPA. @ 14 ¼" 3"

2'-5 5 8 " 7'- 7

8 " 7'- 7 8 " 7'- 7

8 " 2'-5 ¾"

CULVERT

TOP SLAB

ANCHOR PLATE,

TYP.

4" MIN. PROTRUSION

1'-6"

3'-1⅝" MAX.

2 1

2 " COV.

MCE-1,

SEE CHART

FOR SPACING

MCE-2,

SEE CHART

FOR SPACING

BS-R 135° BEND - BARS

1" Ø HD BOLT , NUT

& WASHER

CIP BARRIER DETAIL

1" TAPER

AR-1 = 1" Ø ANCHOR ROD

F1554 (4 TYP.) EA G.R. MOUNT

½" MOUNTING

BOARD

ADDITIONAL

MCE-1 AS REQ.

ADDITIONAL

BS-R OR DIE-1

AS REQ.

D

GUIDE RAIL HEADWALL ELEVATION

NOTES:

1. ALL REINFORCING TO BE EPOXY COATED

2. MC = MECHANICAL COUPLER W/ UPSIZE THREAD

3. DI = THREADED DOWEL-IN BAR W/ UPSIZE THREAD

4. MC & DI BARS SHALL BE FROM A SUPPLIER LISTED IN PENNDOT BULLETIN 15

BAR COVER 2" TYP.1.

REINFORCING TO BE EPOXY COATED2.

GUIDE RAIL ANCHOR BOLTS LENGTH AND DIAMETER IS BASED ON 3.

BC709M. THE BOLT LENGTH SHOWN HERE IS LONGER THAN BC709M,

IT IS MATCHING THE BD610M AS THE BARRIER IS TALLER THANSHOWN

IN BC709M. VERIFY THESE ASSUMPTIONS, ANCHOR BOLT LENGTH &

DIAMETER.

MECHANICAL SPLICE CONNECTOR BASED ON BD632M -- VERIFY4.

STRUCTURAL ANALYSIS IS DESIGNED FOR A 3' MAX BARRIER WALL. 5.

REINFORCING IS BASED ON BD610M, REBAR SIZE & SPACING ARE

INCREASED AS REQUIRED FOR THE REQUIRED HEIGHT. -- VERIFY

AS BARRIER WALL IS TO BE PRECASTED, THE SIDEWALK IS TO BE 6.

POURED BESIDE BARRIER, NOT UNDERNEATH AS SHOWN IN BC709M.

PRECAST BRARRIER DETAIL NOTES:

*ALL B LENGTHS ARE TO HAVE 3" OF THREAD

*ALL MALE DOWEL LEGNTHS ARE EXTENDED TO ACCOMODATE FOR ½"

MOUNTING BOARD & MCE CONNECTOR

ALL REINFORCING STEEL NOT SHOWN IN THE REINFORCING SCHEDULE

TABLE SHALL BE PROVIDED BY OTHERS AS SPECIFIED ON PLAN SHEETS 5 & 6

STANDARD HOOKS

BAR

SIZE D 180 90

A OR G J A OR C

#4 3" 6" 4" 8" #6 4 1/2" 8" 6" 1'-0"

REF: PCI DESIGN MANUAL DESIGN

AID 15.4.1

STIRRUP & TIE HOOKS

BAR

SIZE D

135 90

A OR G H A OR G

#4 2" 4 1/2" 3" 4 1/2"

REF: PCI DESIGN MANUAL DESIGN AID

15.4.1

REINFORCING SCHEDULE - PROVIDED BY MONARCH

MARK MARK QTY. SIZE SPC. TYP LENGTH A OR G B*

MCE1 S2 76 #4 VAR. STD. HOOK 1'-4 ½" 0'-8" 0'-8 ½"

MCE2 S1 64 #4 VAR. STD. HOOK 2'-9" 0'-8" 2'-1"

BS-R EC402 24 #4 VAR. 135º HOOK 3'-6 ½" 0'-4 ½" 3'-2"

BS-R EC405 40 #4 VAR. 135º HOOK 3'-5" 0'-4 ½" 3'-0 ½"

BS-R EC407 28 #4 VAR. 135º HOOK 2'-5 ½" 0'-4 ½" 2'-1"

BS-R EC409 44 #4 VAR. 135º HOOK 2'-4" 0'-4 ½" 1'-11 ½"

DIE-1 EC413 2 #4 VAR. STR. 3'-3"

DIE-1 EC414 2 #4 VAR. STR. 3'-0 ½"

REVISIONDATEREV. NO.

PROJECT:

KDK 6/4/2026 BRIDGE BARRIER DETAILSDRAWN BY:

CHECKED BY:

DATENAME

MW 6/4/2026

SHEET:

LIMEKILN RD

FAIRVIEW TWP., PA

24' - 0" SPAN X 4' - 6" RISE

BOX CULVERT

requirements and details indicated in the contract drawings, standards, and specifications. Acceptance does not relieve Contractor from their responsibility for design (if applicable), detail, workmanship, dimensions, and full conformance to the contract documents.

Taylor A. Abel, P.E.

6 3/4" 4"

3/8"

4"

5"

2"

CS-212

WATERPROOF MEMBRANE

SIDE JOINTS AND ENTIRE TOP SLAB

FILL POCKET WITH

GROUT AFTER STRESSING

DIRECTION OF FLOW

1" CLOSED-CELL NEOPRENE GASKET

TYP. EA. FACE (SEE NOTE)

1/2"Ø 7 WIRE 270KSI

LOW-RELAXATION

POLY-STRAND

1 1/2"Ø PVC CONDUIT

P/T ANCHOR WITH

(3) WEDGES4" X 3" X 3/4" PLT.

GROUT PORT

1" CLOSED-CELL NEOPRENE GASKET

TYP. EA. FACE (SEE NOTE)

YORK HAVEN, PA.

COMPANY, INC.

MONARCH PRODUCTS

ONARCMH

M

MONARCH PRODUCTS

ONARCM H

1'-1"

11'-7 1

8 " MAX

12'-7 1

8 " MAX"

1'-0"

LOC 3 E.F.

1'-0"

LOC 6 TOP & BOTTOM

8'-10"

1½" COV.

1" CHAMFER

LOC 2

VERT F.F.

LOC 8 F.F.

LOC 7 R.F.

LOC 1

VERT R.F.

1 1/2" X 3 1/2"

KEYWAY

LOC 4 T.F.

LOC 5 B.F.

REINFORCING SECTION

1½ COVER, UNO.

POST-TENSION ANCHOR

& JOINT DETAIL

POST-TENSIONING NOTES:

1. STRAND TO BE 1/2"Ø 270KSI POLY-STRAND - LOW RELAXATION

2. INSTALL PLATES, ANCHORS AND WEDGES AT EACH END, AS SHOWN IN THE ABOVE DETAIL

3. SNUG EACH SECTION DURING INSTALLATION TO PROPER JOINT WIDTH USING INITIAL TENSION FORCE

4. APPLY FINAL TENSION FORCE AFTER ALL SECTIONS ARE INSTALLED

5. INITIAL TENSION FORCE 9,666LBS., MAXIMUM TENSION FORCE: 29,000LBS.

6. SEE SHEET 4 FOR TENSIONING SEQUENCE, USE SAME SEQUENCE FOR INITIAL AND FINAL TENSION

7. FILL POCKETS WITH NON-SHRINK GROUT AFTER POST-TENSIONING IS COMPLETE

8. GROUT CONDUIT USING GROUT PORT STARTING AT ONE END UNTIL GROUT FLOWS OUT THE OTHER END

NOTE: 7" TOTAL GASKET WIDTH FOR TOP & BOTTOM SLABS,

6" TOTAL GASKET WIDTH FOR WALLS.

TRIM BARS ALONG SLOPE, LOC 1, LOC 2 & LOC 3

CHANGE GASKET NOTE:

CS-213

DIRECT PAVE

WATERPROOF MEMBRANE

SIDE JOINTS AND ENTIRE TOP SLAB

BETWEEN SKEWED CURBS

ALL BARS TO BE EPOXY COATED

REINFORCING SCHEDULE WINGWALLS

MARK SIZE SPC. TYPE LENGTH H V

LOC1 #5 6.00 STR. VARIES

LOC2 #4 12.00 STR. VARIES

LOC3 #4 12.00 STR. VARIES

LOC4 #7 6.00 "L" VARIES VARIES 0'-8"

LOC5 #4 12.00 STR. VARIES

LOC6 #4 12.00 STR. 12'-2"

LOC7 #5 6.00 "L" 4'-1" 1'-0" 3'-1"

LOC8 #4 12.00 "L" 3'-8" 1'-0" 2'-8"

REQUIRED TOTAL NEOPRENE WIDTH

WALL SIZE INCHES

< = 10" 4"

10.5" TO 12.5" 5"

13" TO 15" 6"

15.5" TP 17.5" 7"

18" TO 20" 8"

20.5" TO 23.5" 9"

> = 24" 10"

REVISIONDATEREV. NO.

LIMEKILN RD

FAIRVIEW TWP., PA

24' - 0" SPAN X 4' - 6" RISE

BOX CULVERT

PROJECT:

KDK 6/4/2026 W.W. REINF. & P.T. DETAILSDRAWN BY:

CHECKED BY:

DATENAME

MW 6/4/2026

SHEET:

requirements and details indicated in the contract drawings, standards, and specifications. Acceptance does not relieve Contractor from their responsibility for design (if applicable), detail, workmanship, dimensions, and full conformance to the contract documents.

Taylor A. Abel, P.E.

MONARCH PRODUCTS

ONARCM H

YORK HAVEN, PA.

COMPANY, INC.

MONARCH PRODUCTS

ONARCMH

M

26'-2"

47'-7 1 4 "

66'-1 5 8 "

1'-0". TYP.

46'-0" CULVERT & CUTOFF WALL LENGTH

47'-7 1 4 "

12'-4 1

4 ", TYP.

12'-4 1

4 ", TYP.

51'-2 3

8 " DIAGONAL MEASUREMENT

26'-2"

CULVERT

O.S. WIDTH

13'-1" TYP.

7'-5 7 8 "

10'-8 5 8 "

7'-5 7 8 "

10'-8 5 8 "

FLOW

CL CL

TOP OF

CUTOFF WALL

EL. 618.755

PLAN VIEW

SLOPE = 0.66%

TOP OF

CUTOFF WALL

EL. 618.435

EL. 616.713

EL. 616.713

EL. 616.227

EL. 616.227

NOTE: CUTOFF WALLS MUST BE INSTALLED ON

THE SAME SLOPE AS THE CULVERT

BEDDING(EVERYTHING IS ON ONE PLANE)

BOLD ELEVATIONS GIVE ACCOUNT FOR SLOPE

NOTE: ALL WING ELEVATIONS ARE TO THE BOTTOM

SURFACE OF THE WING FOOTERS (STONE GRADE).

6/4/2026MW

NAME DATE

CHECKED BY:

DRAWN BY: CUT OFF WALL LAYOUT6/4/2026KDK

PROJECT: LIMEKILN RD

FAIRVIEW TWP., PA

24' - 0" SPAN X 4' - 6" RISE

BOX CULVERT

REV. NO. DATE REVISION

SHEET:

requirements and details indicated in the contract drawings, standards, and specifications. Acceptance does not relieve Contractor from their responsibility for design (if applicable), detail, workmanship, dimensions, and full conformance to the contract documents.

Taylor A. Abel, P.E.