2-Drawings-20260615.pdf

PDF 14 MB Posted Jun 15, 2026

Attached to: Borough Hall Memorial Park Phase II Improvements
Solicitation number: Not on record
Issued by: Monroe County, Pennsylvania

About this file

Written by GovTribe AI · Jun 22, 2026

This is a construction drawings document prepared by Barry Isett & Associates Inc., a multi-discipline engineering and consulting firm, for the Borough Hall Memorial Park Phase II Improvements project located in Mount Pocono, Monroe County, Pennsylvania. The project encompasses the construction of a new multipurpose restroom building (20' x 44') and related site improvements including paved trails, parking lot mill and overlay, utility installations (water, electrical, and sanitary sewer), concrete paving, site furnishings, and lawn restoration. The drawings package includes nine sheets detailing title sheet, existing features demolition plan, site plan, grading and utility plan, utility plan and profile, erosion and sediment controls plan, and construction details. The project was drawn by CB on June 12, 2026, with design approval by BNS and one addendum issued on April 21, 2026. A pre-engineered metal building (PEMB) structure is specified with dimensions of 20' x 44', featuring 24-gauge standing seam metal roofing, Port Orford cedar columns, northern white cedar stacked timber walls, and four functional areas including two unisex restrooms, concession area, and storage. Construction details include concrete foundations with reinforced footings, stacked timber wall construction with rigid foam insulation, electrical service requirements coordinated with PPL, and erosion and sediment control measures.

The construction specifications require 3,000 psi concrete compressive strength, ASTM A-305 deformed reinforcing steel, and compliance with state and local building codes. Sealed bids are due by 3:00 PM on Wednesday, July 15, 2026, via the PennBid program, with bidding documents available beginning June 15, 2026. A mandatory pre-bid meeting is not explicitly stated for this phase, though questions may be submitted through PennBid's Messages/Public Q&A tab by 3:00 PM on Wednesday, July 1, 2026. Bid bonds of 10 percent of the total bid amount are required from corporate sureties authorized in Pennsylvania, with Performance and Payment Bonds equal to 100 percent of contract value required upon award. Prevailing wage rates as established by the Pennsylvania Department of Labor & Industry apply to all work. The project is funded through the Bureau of Recreation and Conservation, Department of Conservation and Natural Resources, via the Keystone Recreation, Park and Conservation Fund, though the specific contract value is not disclosed in the drawings. Final completion is scheduled for February 15, 2027, with partial substantial completion of the restroom and wash bay facilities required by November 30, 2026.

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Other files

File	Type	Posted
1-Contract Documents and Specifications-20260615.pdf	PDF	Jun 15, 2026
2-Drawings-PEMB Maintenance Building.pdf	PDF	Apr 1, 2026
1-Contract Documents and Specifications.pdf	PDF	Apr 1, 2026

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Drawings

JOB:

313625.003

DRAWN:

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06/12/2026

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PLANS FOR THE CONSTRUCTION OF

BOROUGH HALL MEMORIAL PARK PHASE II IMPROVEMENTS

BID SET

1361 POCONO BLVD.

MOUNT POCONO, PA 18344

MONROE COUNTY, PA

JUNE 12, 2026

SITE LOCATION

BARRYISETT&associatesINC

MULTI- DISCIPLINE ENGINEERS AND CONSULTANTS

PLANS PREPARED BY

AS NOTED

TS-1

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VALUE OF 9

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

COMPOST SOCK WASHOUT DETAIL #3-18

ES-2

STANDARD CONSTRUCTION DETAIL #4-16

FILTER BAG INLET PROTECTION - TYPE M INLET

AS NOTED

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C O

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AS NOTED

DE-1

107700-00-001 BLUE POST W/CAP 124i AL DB

MEMORIAL PARK

MOUNT POCONO BOROUGH

Funding assistance has been provided by the:

Bureau of Recreation and Conservation Department of Conservation and Natural Resources

Keystone Recreation, Park and Conservation Fund

PHASE II IMPROVEMENTS

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AS NOTED

DE-2

PANEL

'PP'

120/240V

1PH

3#3 & 1#8 GRD IN 1 1/2"C.

PANEL PROVIDED WITH PREFABRICATED

BUILDING. INSTALLED BY BUILDING

INSTALLER.

PANEL

'DP'

120/240V

1PH

PROVIDE 30 CIRCUIT 200A MAIN CIRCUIT BREAKER, 120/240V -1Ø

PANEL, 10K AIC WITH ALUMINUM BUS , 100A-2P CIRCUIT

BREAKER TO FEED PANEL 'PP AND (15) 20A-SP SPARE CIRCUIT

BREAKERS IN A NEMA 3R ENCLOSURE. LOCATE ON REAR OF

TOILET ROOM BUILDING

120/240V-1Ø, 200A SELF CONTAINED METER BASE BY CONTRACTOR

METER BY PPL. CONTRACTOR SHALL REFER TO PPL WORK ORDER

#14831975 WHEN CONTACTING PPL TO SCHEDULE THIS PROJECT.

CONTRACTOR SHALL CONTACT PPL IMMEDIATELY UPON BEING

AWARDED THE PROJECT TO REVIEW SCHEDULE WITH PPL

3 #3/0 in 2 1/2" CONDUIT

#4 CU GROUND TO COLD WATER PIPE

#6 CU GROUND TO 5/8" x 10'-0"

LONG DRIVEN COPPER GROUND ROD.

3 #3/0 IN 2 1/2" SCHEDULE 40 PVC CONDUIT

TERMINATE IN WEATHERHEAD FOR CONNECTION

TO PPL UNDERGROUND CONDUCTORS

PREFABRICATED RESTROOM BUILDING

POLYMER CONCRETE HAND HOLE

24"X24" OPEN BOTTOM WITH NON TRAFFIC

RATED LID MARKED 'ELECTRIC' FOR USE IN

PULLING FUTURE POWER INTO PANEL 'DP'

INSTALL (2) 1 1/2" SCHEDULE 40 PVC

AND (2) 1" SCHEDULE 40 PVC

CONDUITS, EACH WITH A NYLON

PULL STRING, 24" BELOW FINISHED

GRADE. TERMINATE IN PANEL 'DP'

NOTES:

1. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE NEW ELECTRICAL

SERVICE FROM STREET TO BUILDING FOOTPRINT. ELECTRICAL SERVICE

WITHIN BUILDING FOOTPRINT TO BE BY BUILDING INSTALLER.

2. COORDINATE EXACT REQUIREMENTS TO PROVIDE NEW UNDERGROUND

ELECTRICAL SERVICE TO BUILDING WITH PPL.

3. ALL WORK SHALL BE IN ACCORDANCE WITH PPL REQUIREMENTS AND

SUBJECT TO THEIR APPROVAL.

4. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH BUILDING

INSTALLER ON FINAL LOCATIONS OF BUILDING PANEL TO PROVIDE SERVICE.

5. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS IN WORK OR

SCHEDULES.

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FRONT ELEVATION

2" X 12" ALASKAN YELLOW

CEDAR FASCIA

5" X 51/2" PORT ORFORD

CEDAR COLUMN (C-1)

RIGHT SIDE ELEVATION

LOW PITCH BEAM

STEEL BASESHOE (BS-1)

5" X 51/2" PORT ORFORD

CEDAR COLUMN

MENMEN

CUSTOM PAC 20' X 44'

MT. POCONO BOROUGH KLY-1605

3-5-26

1 OF 4INSULATED

KODY

REVISION DATES

DESCRIPTION:

Options:

DRAWING #OWNER INFO:

29ga METAL ROOFPossible

STANDING SEAM ROOF

CEDAR SHINGLES

METAL BASE SHOES

STEEL COLUMNS

CUSTOM ROOF PITCH

CUSTOM EAVE HEIGHT

2 TIER ROOF

NOT FOR CONSTRUCTION

WWW. CEDARFORESTPRODUCTS.COM

800-552-9495

WEST OLIVE, MI 49460

P.O. BOX 145 C Copyright 2026 these drawings are the intellectual property of C.F.P. CO. and shall not be copied or disclosed to any unauthorized parties in part or its entirety without our written permission, and they shall not be used for construction unless approved by a C.F.P. Representative.

PRELIMINARY

5. DETERMINE ALL DESIGN LOADS PER LOCAL CODES.

6. CONCRETE TO BE 3,000 P.S.I. COMPRESSIVE STRENGTH IN 28 DAYS.

8. ALL CONSTRUCTION SURVEYING AND FIELD VERIFACATION OF ALL DIMENSIONS.

9. PROVIDE AND INSTALL ALL CONCRETE, REINFORCING STEEL, & ANCHOR BOLTS.

2. ASSUMED SOIL BEARING CAPACITY = 1500 P.S.F. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.

STRUCTURE(S) FOUNDATION MUST BE VERIFIED

THE FOLLOWING WILL BE THE RESPONSIBILITY OF OTHERS

3. CONSULT WITH A LOCAL REGISTERED STRUCTURAL

4. DESIGN, EXCAVATION AND CONSTRUCTION OF THE

BY A REGISTERED STRUCTURAL ENGINEER.

1. ALL CONSTRUCTION SHOULD MEET STATE & LOCAL BLDG. CODE RQMTS.

ENGINEER IF SOIL BEARING CONDITIONS ARE OTHER THAN ABOVE.

11. ERECTION OF THE STRUCTURE(S).

7. REINFORCING STEEL TO BE A.S.T.M. A-305 DEFORMED.

10. UNLOAD ALL TRUCK(S) DELIVERING C.F.P. MATERIALS.

12. THE USE ANY CONCRETE EPOXY ANCHORS MUST BE APPROVED BY A

STRUCTURAL ENGINEER

DATE:

DRAWN BY:

PAGE NUMBER :

REV: 3-16-26

REV:

24ga MED-LOK STANDING

SEAM METAL ROOFING

'-0

44'-0"

2'-0" 24'-0" 8'-0"8'-0"

'-0

2'-0"

'-0

STORAGE

C H B

B -1

FLOOR PLAN

5" X 51/2" PORT ORFORD

CEDAR COLUMN (C-1)

'-3

' X

' R

-U P

D O

CONCESSION

UNISEXUNISEX

CUSTOM PAC 20' X 44'

MT. POCONO BOROUGH KLY-1605

3-5-26

2 OF 4INSULATED

KODY

REVISION DATES

DESCRIPTION:

Options:

DRAWING #OWNER INFO:

29ga METAL ROOFPossible

STANDING SEAM ROOF

CEDAR SHINGLES

METAL BASE SHOES

STEEL COLUMNS

CUSTOM ROOF PITCH

CUSTOM EAVE HEIGHT

2 TIER ROOF

NOT FOR CONSTRUCTION

WWW. CEDARFORESTPRODUCTS.COM

800-552-9495

WEST OLIVE, MI 49460

PRELIMINARY

5. DETERMINE ALL DESIGN LOADS PER LOCAL CODES.

6. CONCRETE TO BE 3,000 P.S.I. COMPRESSIVE STRENGTH IN 28 DAYS.

8. ALL CONSTRUCTION SURVEYING AND FIELD VERIFACATION OF ALL DIMENSIONS.

9. PROVIDE AND INSTALL ALL CONCRETE, REINFORCING STEEL, & ANCHOR BOLTS.

2. ASSUMED SOIL BEARING CAPACITY = 1500 P.S.F. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.

STRUCTURE(S) FOUNDATION MUST BE VERIFIED

THE FOLLOWING WILL BE THE RESPONSIBILITY OF OTHERS

3. CONSULT WITH A LOCAL REGISTERED STRUCTURAL

4. DESIGN, EXCAVATION AND CONSTRUCTION OF THE

BY A REGISTERED STRUCTURAL ENGINEER.

1. ALL CONSTRUCTION SHOULD MEET STATE & LOCAL BLDG. CODE RQMTS.

ENGINEER IF SOIL BEARING CONDITIONS ARE OTHER THAN ABOVE.

11. ERECTION OF THE STRUCTURE(S).

7. REINFORCING STEEL TO BE A.S.T.M. A-305 DEFORMED.

10. UNLOAD ALL TRUCK(S) DELIVERING C.F.P. MATERIALS.

12. THE USE ANY CONCRETE EPOXY ANCHORS MUST BE APPROVED BY A

STRUCTURAL ENGINEER

DATE:

DRAWN BY:

PAGE NUMBER :

REV: 3-16-26

REV:

NOM. 4" X 8" NORTHERN

WHITE CEDAR STACKED

TIMBER WALL - INSULATED

C H B

B -2

CUSTOM PAC 20' X 44'

MT. POCONO BOROUGH KLY-1605

3-5-26

3 OF 4INSULATED

KODY

REVISION DATES

DESCRIPTION:

Options:

DRAWING #OWNER INFO:

29ga METAL ROOFPossible

STANDING SEAM ROOF

CEDAR SHINGLES

METAL BASE SHOES

STEEL COLUMNS

CUSTOM ROOF PITCH

CUSTOM EAVE HEIGHT

2 TIER ROOF

NOT FOR CONSTRUCTION

WWW. CEDARFORESTPRODUCTS.COM

800-552-9495

WEST OLIVE, MI 49460

PRELIMINARY

5. DETERMINE ALL DESIGN LOADS PER LOCAL CODES.

6. CONCRETE TO BE 3,000 P.S.I. COMPRESSIVE STRENGTH IN 28 DAYS.

8. ALL CONSTRUCTION SURVEYING AND FIELD VERIFACATION OF ALL DIMENSIONS.

9. PROVIDE AND INSTALL ALL CONCRETE, REINFORCING STEEL, & ANCHOR BOLTS.

2. ASSUMED SOIL BEARING CAPACITY = 1500 P.S.F. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.

STRUCTURE(S) FOUNDATION MUST BE VERIFIED

THE FOLLOWING WILL BE THE RESPONSIBILITY OF OTHERS

3. CONSULT WITH A LOCAL REGISTERED STRUCTURAL

4. DESIGN, EXCAVATION AND CONSTRUCTION OF THE

BY A REGISTERED STRUCTURAL ENGINEER.

1. ALL CONSTRUCTION SHOULD MEET STATE & LOCAL BLDG. CODE RQMTS.

ENGINEER IF SOIL BEARING CONDITIONS ARE OTHER THAN ABOVE.

11. ERECTION OF THE STRUCTURE(S).

7. REINFORCING STEEL TO BE A.S.T.M. A-305 DEFORMED.

10. UNLOAD ALL TRUCK(S) DELIVERING C.F.P. MATERIALS.

12. THE USE ANY CONCRETE EPOXY ANCHORS MUST BE APPROVED BY A

STRUCTURAL ENGINEER

DATE:

DRAWN BY:

PAGE NUMBER :

REV: 3-16-26

REV:

'-0

2'-0"

'-0

(3) #4 BARS LENGTH OF FOOTING (NF)

8" CONTINUOUS CONC.

FOUNDATION (NF)

CONT. CONC. FOOTING (NF)

10" TIMBER SCREWS

@ 36" O.C. MIN. (TYP.)

THROUGH TIMBER WALL

3" x 5" LAMINATED

WALL STIFFENER

3" x 5" LAMINATED STIFFENER

SCREWED TO TIMBER WALL @ EVERY

THIRD COURSE w/ 6" TIMBER SCREWS

TIMBER WALL CROSS SECTION

2 "

1"x4" CEDAR TRIM

STEEL FLAT PLATE

CONNECTOR

SILL SEALER UNDER SILL PLATE

2" X 4" TRTD. SILL PLATE

CONTINUOUS 38" BEAD OF

ENERGY SEAL CAULKING CENTER

TONGUE OF EVERY COURSE

1"x4" CEDAR TRIM

5" WIDE LAMINATED

LOW PITCH BEAM (B-2)

2" X 12" ALASKAN YELLOW

CEDAR FASCIA

(NF) = NOT FURNISHED BY CFP

#4 VERTICAL BARS 18" O.C. (NF)

1"x4" CEDAR TRIM

WALL FLARE TO CARRY

DECKING AT GABLES

#4 HORIZONTAL BARS 12" O.C. (NF)

2" ANCHOR ROD F1554 W/

DOUBLE NUT & WASHER, OR

HEADED ANCHOR IN FOOTING

(EVERY COURSE)

#1 2"X 6" S.Y. PINE T & G DECKING

WITH VEE GROOVES ON FINISH FACE

4" CONCRETE SLAB (NF)

NOM. 4" X 8" NORTHERN

WHITE CEDAR STACKED

TIMBER WALL

NOTE: WALL INSULATION NOT SHOWN

6" FOAM INSULATION

16" OSB

(6) #6 VERTICAL BARS

EQUALLY SPACED (NF)

STEEL BASESHOE (BS-1)

'-0

2'-0"

F1554 HEADED ANCHORS

4 - 3/4" ANCHOR BOLTS

12" EMBEDMENT

CONCRETE PIER DETAIL

2'-0"Ø CONC. PIER (NF)

STEEL FLAT PLATE

CONNECTOR

5" WIDE LAMINATED

LOW PITCH BEAM (B-1)

'-0

(NF) = NOT FURNISHED BY CFP

5" X 5-1/2" PORT ORFORD

CEDAR COLUMN (C-1)

(2) #4 CIRCULAR TIES AROUND

ANCHORS AND VERTICAL BARS

WITHIN TOP 5" OF PEIR (NF)

#4 CIRCULAR TIES

@ 8" O.C. (NF)

3/4" X 7" MACH. BOLTS (TYP)

4" CONCRETE SLAB (NF)

EXPANSION JOINT (NF)

6" FOAM INSULATION

16" OSB

#1 2"X 6" S.Y. PINE T & G DECKING

WITH VEE GROOVES ON FINISH FACE

2" X 12" ALASKAN YELLOW

CEDAR FASCIA

24ga MED-LOK STANDING

SEAM METAL ROOFING

24ga MED-LOK STANDING

SEAM METAL ROOFING

CUSTOM PAC 20' X 44'

MT. POCONO BOROUGH KLY-1605

3-5-26

4 OF 4INSULATED

KODY

REVISION DATES

DESCRIPTION:

Options:

DRAWING #OWNER INFO:

29ga METAL ROOFPossible

STANDING SEAM ROOF

CEDAR SHINGLES

METAL BASE SHOES

STEEL COLUMNS

CUSTOM ROOF PITCH

CUSTOM EAVE HEIGHT

2 TIER ROOF

NOT FOR CONSTRUCTION

WWW. CEDARFORESTPRODUCTS.COM

800-552-9495

WEST OLIVE, MI 49460

PRELIMINARY

5. DETERMINE ALL DESIGN LOADS PER LOCAL CODES.

6. CONCRETE TO BE 3,000 P.S.I. COMPRESSIVE STRENGTH IN 28 DAYS.

8. ALL CONSTRUCTION SURVEYING AND FIELD VERIFACATION OF ALL DIMENSIONS.

9. PROVIDE AND INSTALL ALL CONCRETE, REINFORCING STEEL, & ANCHOR BOLTS.

2. ASSUMED SOIL BEARING CAPACITY = 1500 P.S.F. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.

STRUCTURE(S) FOUNDATION MUST BE VERIFIED

THE FOLLOWING WILL BE THE RESPONSIBILITY OF OTHERS

3. CONSULT WITH A LOCAL REGISTERED STRUCTURAL

4. DESIGN, EXCAVATION AND CONSTRUCTION OF THE

BY A REGISTERED STRUCTURAL ENGINEER.

1. ALL CONSTRUCTION SHOULD MEET STATE & LOCAL BLDG. CODE RQMTS.

ENGINEER IF SOIL BEARING CONDITIONS ARE OTHER THAN ABOVE.

11. ERECTION OF THE STRUCTURE(S).

7. REINFORCING STEEL TO BE A.S.T.M. A-305 DEFORMED.

10. UNLOAD ALL TRUCK(S) DELIVERING C.F.P. MATERIALS.

12. THE USE ANY CONCRETE EPOXY ANCHORS MUST BE APPROVED BY A

STRUCTURAL ENGINEER

DATE:

DRAWN BY:

PAGE NUMBER :

REV:

Detail A

Exploded View

CEDAR TIMBER WALL

TAPE ALL SEAMS

SALEM SQUARE

CORNER DETAIL

1 4

"TIMBER WALL

1-1/2" RIDGID FOAM

INSULATION

CEDAR TRIM

6" TIMBER SCREW

(1) PER COURSE

1"x4" CEDAR TRIM

1-1/2" RIDGID INS. R7.5

2" X 4" STRAPING @ 24" O.C.

1" X 8" PINE T&G

TIMBER WALL INSULATION DETAIL

4" CONC. SLAB

6 X 6 W4.5 X W4.5 (NF)

10" TIMBER SCREWS

@ 30" O.C. MIN. (LONG WALLS)

THROUGH TIMBER WALL

@ 36" O.C. MIN. (END WALLS)

2" X 4" TREATED SILL PLATE1" X 8" PINE T&G @ CONCESSION

2" X 4" STRAPING @ 24" O.C.

1-1/2" RIDGID INS. R7.5

2" X 4" STRAPING @ 24" O.C.

7/16" OSB

ROOF INSULATION DETAIL

2" X 12" ALASKAN YELLOW

CEDAR FASCIA

2" X 6" T&G ROOF DECK

6" RIGID FOAM INS.

FRP PANELING @ RESTROOMS

7/16" OSB @ STORAGE

Sheets and Views

TS-1 TITLE SHEET

EF-1 EXISTING FEATURES - DEMOLITION PLAN

SP-1 SITE PLAN

GU-1 GRADING - UTILITY PLAN

313625.003_Utility_HOP - UPP_HOP-1

ES-1 EROSION AND SEDIMENT CONTROLS PLAN

313625.003_ES_Plan - ES-2

DE-1 CONSTRUCTION DETAILS

DE-2 CONSTRUCTION DETAILS

File details come from the government source that posted it. Updated Jun 22, 2026.