1-AMERICAN LEGION PLANS.pdf

PDF 5 MB Posted Jan 7, 2026

Attached to: Chestnuthill Township Park ADA Restroom Restoration
Solicitation number: Not on record
Issued by: Monroe County, Pennsylvania

About this file

Written by GovTribe AI · Jan 12, 2026

Construction Plans Summary

This document is a set of construction plans prepared by Reilly Associates for Chestnuthill Township in Monroe County, Pennsylvania, detailing improvements to the American Legion Post 927 building located at 646 Fairgrounds Road, Gilbert, PA. The project scope encompasses reconstruction of entrance stairs and ramps with concrete landings, installation of a new building exit with an illuminated exit sign and emergency lighting, replacement of an existing 36-inch door with a 44-inch by 80-inch insulated metal door, repaving and restriping of the existing parking lot with base repair on approximately 465 square yards (15 percent of the lot), installation of a pole-mounted light fixture, and reconstruction of an existing door. The project includes a base bid and two add alternates: Add Alternate 1 addresses full-depth asphalt paving around the building perimeter, and Add Alternate 2 involves installation of bollard lighting around a decommissioned Army tank displayed at the driveway entrance with removal of existing split rail fencing. The sealed bid deadline is 3 PM local time on February 25, 2026, with a non-mandatory pre-bid conference scheduled for January 22, 2025, at 11 AM at the Chestnuthill Township Municipal Building at 271 PA-715, Brodheadsville, PA 18322, followed by a site visit. The Board of Supervisors will consider bids for award at a regular meeting scheduled for March 3, 2026, at 7:00 PM.

All work must comply with Pennsylvania Uniform Construction Code standards, the International Building Code, the National Electrical Code, and federal Occupational Safety and Health Administration requirements. The project was financed through a grant from the Commonwealth of Pennsylvania, Commonwealth Financing Authority, and contractors must abide by all grant requirements and provide requested certifications and documentation. Bid security is required in accordance with the Instructions to Bidders, and bids will remain subject to acceptance for 90 days. Pennsylvania Prevailing Wage requirements apply to this contract, and all bidders must ensure non-discriminatory employment practices. Bidding documents are available at no cost on the PennBid platform at www.pennbid.bonfirehub.com. The contractor is responsible for obtaining all required building permits, with permit fees to be waived by the township, and must coordinate with utility companies including Chestnuthill Township, Pennsylvania Electric Company, PPL Electric Utilities Corporation, and Pencor Services/Blue Ridge Communication prior to excavation in compliance with Pennsylvania's One Call System requirements.

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CONSTRUCTION PLANS

for

AMERICAN LEGION POST 927

BUILDING RAMP AND PARKING LOT REPAVING

PREPARED FOR

CHESTNUTHILL TOWNSHIP

CHESTNUTHILL TOWNSHIP,

MONROE COUNTY, PENNSYLVANIA

DECEMBER 23, 2026

REILLY ASSOCIATES WEST END MEMORIAL AMERICAN LEGION CHESTNUTHILL TOWNSHIP

AutoCAD SHX Text N/F WEST END MEMORIAL WEST END MEMORIAL AMERICAN LEGION POST 927 DB 2532 PG 4313 PARCEL NO. 02.10.2.1

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PORTION OF BRODHEADSVILLE, PA USGS QUADRANGLE

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CALL 1-800-242-1776

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BEFORE YOU DIG ANYWHERE IN PENNSYLVANIA

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CALL BEFORE YOU DIG!

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PA ONE CALL SYSTEM SERIAL NUMBER: 2025211213720252112137

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PA ACT 287 OF 1974 REQUIRES THREE

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WORKING DAYS NOTICE TO UTILITIES

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BEFORE YOU EXCAVATE, DRILL OR BLAST

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PENNSYLVANIA ONE CALL SYSTEM INC,

AutoCAD SHX Text COMPANY: CHESTNUTHILL TOWNSHIP CHESTNUTHILL TOWNSHIP ADDRESS: 271 ROUTE 0715 271 ROUTE 0715 PO BOX 243 BRODHEADSVILLE, PA. 18322 CONTACT: DAVID SCHELLER DAVID SCHELLER EMAIL: DSCHELLER@CHESTNUTHILLTWP-PA.GOV DSCHELLER@CHESTNUTHILLTWP-PA.GOV PHONE: 570-992-7247 570-992-7247 COMPANY: PENNSYLVANIA ELECTRIC CO PENNSYLVANIA ELECTRIC CO ADDRESS: 21 S MAIN STREET 21 S MAIN STREET AKRON, OH. 44308 CONTACT: MELLYSSA ADAMS MELLYSSA ADAMS EMAIL: madams@firstenergycorp.com madams@firstenergycorp.com PHONE: 330-604-4073 330-604-4073 COMPANY: PPL ELECTRIC UTILITIES CORPORATION PPL ELECTRIC UTILITIES CORPORATION ADDRESS: 437 BLUE CHURCH RD 437 BLUE CHURCH RD PAXINOS, PA. 17860 CONTACT: DOUG HAUPT DOUG HAUPT EMAIL: dlhaupt@pplweb.com dlhaupt@pplweb.com PHONE: 570-490-5684 570-490-5684 COMPANY: PENCOR SERVICES/BLUE RIDGE PENCOR SERVICES/BLUE RIDGE COMMUNICATION ADDRESS: 473 DELAWARE AVE 473 DELAWARE AVE PALMERTON, PA. 18071 CONTACT: TIM HAUSMAN TIM HAUSMAN EMAIL: thausman@ptco.com thausman@ptco.com PHONE: 610-826-9433 EXT. 2433 610-826-9433 EXT. 2433 COMPANY: PENCOR SERVICES/BLUE RIDGE PENCOR SERVICES/BLUE RIDGE COMMUNICATION ADDRESS: 475 DELAWARE AVE 475 DELAWARE AVE PALMERTON, PA. 18071 CONTACT: JOE BUCCIERI JOE BUCCIERI EMAIL: jbuccieri@brctv.com jbuccieri@brctv.com PHONE: 610-826-9504610-826-9504

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LIST OF PUBLIC UTILITIES

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%%UUSGS MAP

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SCALE: 1" = 2,000'

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%%ULOCATION MAP

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SCALE: 1" = 500'

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ENGINEER:

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49 SOUTH MAIN STREET, STE 200

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ENGINEERING / ENVIRONMENTAL / SURVEYING

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FAX (570) 654-6880

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PITTSTON, PA. 18640

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TELEPHONE (570) 654-2473

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411 MAIN STREET, STE 102D

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FAX (570) 421-7230

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STROUDSBURG, PA. 18360

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TELEPHONE (570) 421-7320

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%%UPITTSTON OFFICE

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%%USTROUDSBURG OFFICE

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OWNER:

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646 FAIRGROUNDS RD GILBERT, PA 18331

AutoCAD SHX Text %%uINDEX OF DRAWINGS

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COVER SHEET AND INDEX

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DESCRIPTION

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LAST REVISED

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BUILDING IMPROVEMENT / GRADING PLAN

AutoCAD SHX Text GENERAL NOTES: 1. IN GENERAL, THE PURPOSE OF THIS PLAN IS TO RECONSTRUCT THE ENTRANCE STAIRS IN GENERAL, THE PURPOSE OF THIS PLAN IS TO RECONSTRUCT THE ENTRANCE STAIRS AND RAMP, INSTALL A NEW EXIT, AND REPAVE/RESTRIPE THE EXISTING PARKING LOT. ALSO INCLUDED IS RECONSTRUCTING AN EXISTING DOOR AND INSTALLING A POLE MOUNTED LIGHT FIXTURE. THIS IS THE BASE BID. 2. TWO ADD ALTERNATES ARE ALSO DEPICTED: ADD ALTERNATE 1 INCLUDES INSTALLING TWO ADD ALTERNATES ARE ALSO DEPICTED: ADD ALTERNATE 1 INCLUDES INSTALLING NEW PAVING AROUND THE BUILDING. ADD ALTLERNATE 2 INCLUDES INSTALLING BOLLARD LIGHTING AROUND THE DECOMMISSIONED ARMY TANK DISPLAYED AT THE DRIVEWAY ENTRANCE. 3. ALL WORK SHALL CONFORM TO THE PA UCC, INCLUDING THE IBC AND NEC. ALL WORK SHALL CONFORM TO THE PA UCC, INCLUDING THE IBC AND NEC. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DESIGN, COORDINATION OR ANY OTHER EFFORT REQUIRED TO OBTAIN A BUILDING PERMIT. 4. THE PROJECT IS LOCATED AT AT THE INTERSECTION OF SR 209 AND FAIRGROUND THE PROJECT IS LOCATED AT AT THE INTERSECTION OF SR 209 AND FAIRGROUND ROAD, GILBERT, PA 18331. 5. VERTICAL SURVEY PER SURVEY PREFORMED BY REILLY ASSOCIATES IN 2025. EXISTING VERTICAL SURVEY PER SURVEY PREFORMED BY REILLY ASSOCIATES IN 2025. EXISTING FEATURES PER SURVEY PERFORMED BY REILLY ASSOCIATES. 6. NO KNOWN WETLANDS AND WATER AS REGULATED BY THE UNITED STATES OF NO KNOWN WETLANDS AND WATER AS REGULATED BY THE UNITED STATES OF AMERICA AND THE COMMONWEALTH OF PENNSYLVANIA ARE WITHIN THE PROJECT SITE. 7. ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL OCCUPATIONAL SAFETY AND ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA). 8. NO ITEMS IN THIS PROJECT SHALL BE CONSIDERED PROPRIETY. ANY ITEM PRESENTED NO ITEMS IN THIS PROJECT SHALL BE CONSIDERED PROPRIETY. ANY ITEM PRESENTED THAT MEETS REFERENCED PRODUCTS SPECIFICATIONS SHALL BE CONSIDERED EQUIVALENT. 9. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY PERMITS AS REQUIRED BY THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY PERMITS AS REQUIRED BY THE TOWNSHIP. FEE(S) WILL BE WAIVED BY THE TOWNSHIP. 10. THIS PROJECT WAS FINANCED BY A GRANT FROM THE COMMONWEALTH OF THIS PROJECT WAS FINANCED BY A GRANT FROM THE COMMONWEALTH OF PENNSYLVANIA, COMMONWEALTH FINANCING AUTHORITY. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS OF THE GRANT AND PROVIDE ANY CERTIFICATIONS FORMS, OR OTHER DOCUMENTATION REQUESTED.

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PROJECT LOCATION

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EXISTING SITE / DEMOLITION PLAN

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CONSTRUCTION DETAILS

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PROJECT ADMINISTERED BY:

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PO BOX 243, 271 ROUTE 715 BRODHEADSVILLE, PA 18322

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PARKING LOT PAVING PLAN

tel: 570.421.7320 fax: 570.421.7230 www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

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CONC. LANDING

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EXISTING PLYWOOD ENCLOSURE TO BE PARTIALLY REMOVED

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EXISTING SPLIT RAIL FENCE

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FACE OF BUILDING

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PAVEMENT

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PAVEMENT LINE STRIPING

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CONTOUR

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FEET

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SCALE

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AS NOTED

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CPM

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TRH

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DRAWN:

AutoCAD SHX Text 12/23/2025

AutoCAD SHX Text 08003.13

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REVISIONS

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NO.

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CHK'D:

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REVISIONS

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APPROVED:

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DATE

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APP'D

AutoCAD SHX Text ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY CONTRACTOR AT THE SITE.

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AMERICAN LEGION POST 927

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PENNSYLVANIA

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CHESTNUTHILL TOWNSHIP, MONROE COUNTY

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BUILDING RAMP AND

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PARKING LOT REPAVING PROJECT

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LEGEND

EXISTING SITE / DEMOLITION PLAN

www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

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CONC. LANDING

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RAMP

AutoCAD SHX Text REPLACE EXISTING 36" DOOR W/ A 44"x80" INSULATED 18 GA METAL DOOR WITH HALF LITE, 16 GA FRAME, RIM PANIC DEVICE WITH KEYED EXTERIOR LEVER TRIM AND CLOSURE

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NEW STRUCTURAL FOOTINGS

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PROP 4' REMOVABLE HANDRAIL SECTION

AutoCAD SHX Text PROPOSED WOODEN PLATFORM AND STAIRS WITH 2x10 #2 PT JOISTS AND COMPOSITE DECKING. STAIRS SHALL USE 2x12 #2 PT SAWN STRINGERS AT 16" O/C

AutoCAD SHX Text PROPOSED 36"x80" INSULATED 18 GA METAL DOOR WITH HALF LITE, 16 GA FRAME, RIM PANIC DEVICE WITH KEYED EXTERIOR LEVER TRIM AND CLOSURE

AutoCAD SHX Text MILL UP TO 1.5", WEDGE AND OVERLAY PAVEMENT AS NEEDED TO PROVIDE ACCESSIBLE PARKING STALLS AND PATH TO BUILDING

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TRANSITION FROM ADA BUILT UP AREA TO 1.5" OVERLAY OVER 10'

AutoCAD SHX Text 716.83

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RAMP

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AutoCAD SHX Text ADJUST DOOR HEIGHT OR GRIND FLOOR SLAB TO ALLOW PROPOSED DOOR TO OPEN WITHOUT HINDRANCES.

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HANDICAP PARKING SIGN (4)(TYP.)

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REMOVE AND RESET 8 EXISTING BUMPER BLOCKS, PROVIDE & INSTALL 2 BUMPER BLOCKS

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EXIT

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INSTALL AN ILLUMINATED EXIT SIGN WITH EMERGENCY LIGHTING ABOVE DOOR

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REMOTE EMERGENCY LIGHT

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FACE OF BUILDING

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PAVEMENT

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PAVEMENT LINE STRIPING

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CONTOUR

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PROPOSED CONCRETE

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PROPOSED PAVEMENT OVERLAY

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PROPOSED 4" PAVEMENT LINE STRIPE

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EXISTING SPOT ELEVATION

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PROPOSED SPOT ELEVATION

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18" ROUND OR 16" SQUARE FOOTERS, 10" DEEP, 42" BELOW GRADE TO BOTTOM

AutoCAD SHX Text 2x10 PT JOISTS AT 16" O/C

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CONCEALED JOIST HANGER (SIMPSON LUC___ OR SIMILAR), WHERE NECESSARY

AutoCAD SHX Text INSTALL A 2x4 #2 SP, PT POST, RATED FOR GROUND CONTACT, BENEATH 2-2x BEAM. ATTACH TO 4x4 POST

AutoCAD SHX Text CONTINUOUS 4x4 #1 SY, PT POST

AutoCAD SHX Text 2x4 #1 SP, PT TOP & BOTTOM RAIL, TOP 42" HIGH

AutoCAD SHX Text 2x2 #1 SP, PT PICKETS

AutoCAD SHX Text 54x6 COMPOSITE DECKING BOARDS

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FINISH GRADE

AutoCAD SHX Text BACKFILLED 4x4 PT

AutoCAD SHX Text 2x12 SAWN STRINGER 16" O/C WITH COMPOSITE DECKING

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2X4 PT LEDGER

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36" HIGH 1.5" PIPE RAILING

AutoCAD SHX Text DOUBLE 2x10 PT BEAM

AutoCAD SHX Text CONTINUOUS 4x4 #1 SY, PT POST

AutoCAD SHX Text NOTCH 4x4 POST FOR RIM JOIST & INSTALL (2) 1/2" THROUGH-BOLTS W/ WASHERS

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FINISH GRADE

AutoCAD SHX Text CONTINUOUS 4x4 #2 SP, PT POST

AutoCAD SHX Text 2x2 #1 SP, PT PICKETS

AutoCAD SHX Text INSTALL A 2x4 #2 SP, PT POST, RATED FOR GROUND CONTACT, BENEATH 2-2x BEAM. ATTACH TO 4x4 POST

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18" ROUND OR 16" SQUARE FOOTERS, 10Z' DEEP, 42" BELOW GRADE TO BOTTOM

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AS NOTED

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CPM

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TRH

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DRAWN:

AutoCAD SHX Text 12/23/2025

AutoCAD SHX Text 08003.13

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REVISIONS

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NO.

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CHK'D:

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APPROVED:

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DATE

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APP'D

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AMERICAN LEGION POST 927

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PENNSYLVANIA

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CHESTNUTHILL TOWNSHIP, MONROE COUNTY

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BUILDING RAMP AND

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PARKING LOT REPAVING PROJECT

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LEGEND

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BUILDING IMPROVEMENT / GRADING PLAN

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FEET

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SCALE

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BUILDING IMPROVEMENTS / GRADING PLAN

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WOODEN PLATFORM DETAILS

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HARDWARE SELECTION FOR DOORS: RIM PANIC DEVICE: ACCENTRA 6100F EXIT DEVICE WITH A AU-546 KEYED CLASSROOM LEVER TRIM. CLOSER: NORTON 7500 WITH ADJUSTABLE POWER, SPEED AND BACK CHECK HINGES: HAGAR 4.5" X 4.5" NRP BB HINGES, 3 PER LEAF. WEATHER STRIPPING: PEMKO 290 NB SWEEP: PEMKO 29326 NB THRESHOLD: PEMKO 171. A HEAVY-DUTY 1/2" HIGH X 5" WIDE TEXTURE ALUMINUM THAT IS ADA COMPLIANT. SILENCERS: ROCKWOOD 608-RKW ALL HARDWARE SHALL BE PROVIDED IN ANY AVAILABLE FINISH TO BE SELECTED BY OWNER. KEY CYLINDER SHALL MATCH EXISTING KEY AND BE KEYED TO EXISTING KEY. A PREAPPROVED "OR EQUAL" WILL BE ALLOWED. HALF LITE SHALL BE FIELD PAINTED AND HAVE 1" CLEAR INSULATED SAFETY GLASS.

www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

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FACE OF BUILDING

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PAVEMENT

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PAVEMENT LINE STRIPING

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CONTOUR

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PROPOSED CONCRETE

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PROPOSED PAVEMENT OVERLAY

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PROPOSED 4" PAVEMENT LINE STRIPE

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PROPOSED PAVEMENT - ADD ALTERNATE #1

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CONC. LANDING

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RAMP

AutoCAD SHX Text MILL UP TO 1.5", WEDGE AND OVERLAY PAVEMENT AS NEEDED TO PROVIDE ACCESSIBLE PARKING STALLS AND PATH TO BUILDING

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TRANSITION FROM ADA BUILT UP AREA TO 1.5" OVERLAY OVER 10'

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POLE MOUNTED LIGHT FIXTURE

AutoCAD SHX Text 1" SCH 40 PVC CONDUIT FOR POLE MOUNTED LIGHT WITH MIN 8 AWG CONDUCTORS. CONTRACTOR TO SIZE WIRE BASED ON LENGTH OF RUN ASSUMING 6 AMPS.

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QUARTZITE PULL BOX

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RAMP

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TYPICAL DIMN THIS SECTION

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TYPICAL DIMN THIS SECTION

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TYPICAL DIMN THIS SECTION

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TYPICAL DIMN THIS SECTION

AutoCAD SHX Text ADD ALTERNATE #1 - 30' x 60' FULL DEPTH ASPHALT PAVING INCLUDING ADDITIONAL STONE AND SUBGRADE PREPARATION.

AutoCAD SHX Text ADD ALTERNATE #1 - 4' X 60' FULL DEPTH ASPHALT PAVING INCLUDING ADDITIONAL STONE AND SUBGRADE PREPARATION.

AutoCAD SHX Text ADD ALTERNATE #2 - PROPOSED LIGHTED BOLLARDS WITH CHAINS AND REMOVE EXISTING SPLIT RAIL FENCE

AutoCAD SHX Text NOTE: PAVEMENT IS TO EXTEND TO STAIRS BEHIND BUILDING. PAVEMENT SHALL BE PLACED AND MINOR ADJACENT GRADING PERFORMED TO PREVENT WATER FROM PONDING ALONG BUILDING, OR BEING DIRECTED INTO SHED.

AutoCAD SHX Text REMOVE AND RESET 8 EXISTING BUMPER BLOCKS. PROVIDE AND INSTALL 2 ADDITIONAL BLOCKS.

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EXISTING POWER JUNCT BOX

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4" WATER BORNE PAVEMENT MARKINGS (TYPICAL)

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H/C PARKING SYMBOL PAVEMENT MARKING (TYPICAL)

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AS NOTED

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CPM

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TRH

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DRAWN:

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REVISIONS

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NO.

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CHK'D:

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REVISIONS

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APPROVED:

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DATE

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APP'D

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AMERICAN LEGION POST 927

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PENNSYLVANIA

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CHESTNUTHILL TOWNSHIP, MONROE COUNTY

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BUILDING RAMP AND

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PARKING LOT REPAVING PROJECT

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LEGEND

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PARKING LOT PAVING PLAN

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FEET

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SCALE

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PARKING LOT PAVING PLAN

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CU GND WIRE

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#3 BARS HORIZONTAL AT 12" O.C.

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#4 BARS VERTICAL AT 6" O.C.

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4" SQUARE STEEL POLE

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OF CONCRETE BASE 1/2"

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CHAMFER ALL EDGES

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CONDUCTOR CONDUIT

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PROVIDE 1" PVC GROUND

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PROVIDE #6 AWG BARE

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PROVIDE EXOTHERMIC WELD

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3500 PSI CONCRETE

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FOUNDATION

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%%UPOLE MOUNTED LIGHT

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NOT TO SCALE

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FINISHED GRADE

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18" DIA.

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20' MOUNTING HGT.

POLE MOUNTED LIGHT: LITHONIA RSX2 LED P6 40K, R4 DISTRIBUTION WITH FIELD ADJUSTABLE OUTPUT, ADJUSTABLE TILT, PHOTOCELL AND HOUSE SIDE SHIELD. A PRE APPROVED EQUAL WILL BE CONSIDERED. CONTROL: THE POLE MOUNTED LIGHT SHALL BE POWERED BY A TIMER CONTROLLED CIRCUIT AND A LOCAL PHOTOCELL.

www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

PARKING

RESERVED

ACCESSIBLE

VAN

SUBJECT

VIOLATORS

TO FINE

AND TOWING

MIN. FINE $50

MAX. FINE $200

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EX. GRADE

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EXISTING STRUCTURE AND FOUNDATION

AutoCAD SHX Text PROPOSED 4" THICK CONCRETE SLAB W/ WWF 6x6-8/8 AT MID-DEPTH

AutoCAD SHX Text PROPOSED 20"X10" CONCRETE FOOTING WITH LONGITUDINAL AND TRANSVERSE REBAR REINFORCEMENT

AutoCAD SHX Text PROPOSED 8" X 8" CONCRETE MASONRY UNITS W/ #4 VERT BARS AT 4' O/C DOWELED INTO FOOTER

AutoCAD SHX Text PROPOSED 36" HANDRAIL POST. SLEEVE SLAB AND ANCHOR POSTS INTO SLAB WITH A GROUTED DOWEL.

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NOT TO SCALE

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PROPOSED CONCRETE LANDING, RAMP & TYPICAL HANDRAIL ATTACHMENT DETAIL

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EX. BUILDING

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SLOPE "/FT14"/FT

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FLASHING

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PROPOSED AASHTO #8 STONE (PEA GRAVEL)

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EXISTING FOOTING

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4" CMU WITH TIES TO EXISTING WALL AT 16" O/C EACH WAY

AutoCAD SHX Text INSTALL A SINGLE #4 REBAR AROUND THE EDGE OF THE SLAB. SLEEVE SLAB FOR HANDRAIL DOWEL.

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FORMED DRIP

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AutoCAD SHX Text PROPOSED LANDINGS: 4" CONCRETE SLAB W/ WWF 6x6-8/8

AutoCAD SHX Text PROPOSED 36" HANDRAIL 36" ABOVE NOSE & LANDING (1.5" DIAMETER, PLACED 3" OFF EDGE OF STAIRS)

AutoCAD SHX Text PROPOSED CONCRETE STAIRS WITH #4 REBAR @ 12" EACH WAY EXTENDED 24" INTO BEGINNING OF SLAB AT GRADE

AutoCAD SHX Text PROPOSED 20"(w) X 10"(d) STRUCTURAL FOOTINGS WITH (3) #4 LONGITUDINAL AND #4 TRANSVERSE REINFORCEMENT AT 24" SPACING

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EXISTING CONCRETE MASONRY UNITS AND STRUCTURAL FOOTING

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NOT TO SCALE

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CONCRETE STAIRCASE, LANDING & RAILING DETAIL

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EX. BUILDING

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SLOPE "/FT14"/FT

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FLASHING

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BACKFILL WITH AASHTO #8 STONE (PEA GRAVEL)

AutoCAD SHX Text PROPOSED 8" X 8" CONCRETE MASONRY UNITS W/ #4 VERT BARS AT 4' O/C DOWELED ONTO FOOTER

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LOOPED EXTENSIONS ONLY NEEDED AT END OF RAMP

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#4 REBAR IN NOSE

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NEEDED ONLY ON RAMP

AutoCAD SHX Text INSTALL " PREFORMED EXPANSION JOINT 12" PREFORMED EXPANSION JOINT AND SEALANT WHERE CONC SLAB MEETS MASONRY/CONC WALLS

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PARGE COAT ALL MASONRY WALLS WITH A FINE TEXTURED FINISH

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CONCRETE SLAB AND FOUNDATION FINISHES & APPURTENANCES

AutoCAD SHX Text EXTERIOR WALKING SURFACES SHALL BE FINISHED WITH A LIGHT BROOM TEXTURE AND TREATED WITH CURING COMPOUND

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WHERE FOUNDATION WALL IS BACKFILLED, INSTALL A 2" PVC WEEP HOLE @ 8' SPACING

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ABOVE GRADE

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AS NOTED

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CPM

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TRH

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DRAWN:

AutoCAD SHX Text 12/23/2025

AutoCAD SHX Text 08003.13

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REVISIONS

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NO.

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CHK'D:

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REVISIONS

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APPROVED:

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DATE

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APP'D

AutoCAD SHX Text ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY CONTRACTOR AT THE SITE.

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AMERICAN LEGION POST 927

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PENNSYLVANIA

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CHESTNUTHILL TOWNSHIP, MONROE COUNTY

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BUILDING RAMP AND

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PARKING LOT REPAVING PROJECT

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DETAILS

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%%USECTION D-D

AutoCAD SHX Text %%uTYPICAL CONCRETE SIDEWALK CONSTRUCTION

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2.00%%% MAX.

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CONC. SIDEWALK

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12" EXPANSION JOINT EVERY 25 FT

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TYP. CONC. SIDEWALK BLOCK

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ROADWAY OR PARKING SURFACE

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SUBBASE (AASHTO NO. 57 OR #8) 4" DEPTH

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4" 4000 PSI AIR ENTRAINED CONCRETE

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EXPANSION JOINT FILLER

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CURB (IF REQUIRED)

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ROADWAY SURFACE

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5' WIDE MIN.

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SIDEWALK

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NOTE: CONCRETE SIDEWALK MUST BE REPLACED TO THE NEAREST CONSTRUCTION JOINT.

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%%UPARKING LOT PAVING & BASE REPAIR DETAIL

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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L

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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, < 0.3 MILLION ESALS, 19 MM MIX, 3" DEPTH

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SUBBASE 8" DEPTH (NO. 2A)

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84" ABOVE PAVEMENT

AutoCAD SHX Text 12"x18"

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24" INTO EARTH

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ON ENAMEL SET

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STEEL POST W/

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GREEN BAKED

AutoCAD SHX Text R7-8P

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AutoCAD SHX Text 12"x6"

AutoCAD SHX Text 18"

AutoCAD SHX Text 6"

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%%UACCESSIBLE SIGN DETAIL

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0.6 m

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EDGE OF PAVEMENT/CURB

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GROUND LINE/ SIDEWALK

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2.7 m (9') MIN. TOP OF SIGN

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2.1 m (7') MIN. CLEARANCE HEIGHT

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%%UTYPICAL SIGN INSTALLATION DETAIL

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%%UELEVATION

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%%USECTION

AutoCAD SHX Text 5.75"

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TYP.

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AutoCAD SHX Text 70.5"

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HOLE (TYP.)

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AutoCAD SHX Text #5 REBAR PIN, 18" MIN. DRIVEN FLUSH WITH TOP OF BUMPER BLOCK (3 PER BUMPER BLOCK)

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%%UPRECAST PARKING BUMPER BLOCK DETAIL

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%%UBOLLARD AND CHAIN DETAIL

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AutoCAD SHX Text 3/8 BLACK POWDER COATED OVER GALVANIZED STEEL CHAIN TO BE HUNG BETWEEN BOLLARDS AND ATTACHED TO THE BOLLARDS VIA BRACKETS, EYE HOOKS, OR OTHER MEANS, AutoCAD SHX Text BOLLARD INFORMATION: ITEM #BOLRR24 ENERGY LIGHT, LLC 1881 ROSE ROAD LAKE ZURICH, IL 60047 (866)540-3766 OR EQUAL

AutoCAD SHX Text NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. AN EXISTING 110 VOLT RECEPTACLE IS LOCATED WITHIN THE TANK AREA AND IS TO BE UTILIZED FOR POWER TO LIGHTED BOLLARDS. A PRESSURE TREATED POST SHALL BE INSTALLED WITHIN THE TANK AREA AND HAVE AN EXTERIOR RATED ENCLOSURE WITH A TIMER/SWITCH FOR THE LIGHTED BOLLARDS.

AutoCAD SHX Text NOTE: 1. BASE REPAIR TO BE PERFORMED ON 465 SY (APPROX 15%) OF PARKING LOT. BASE REPAIR TO BE PERFORMED ON 465 SY (APPROX 15%) OF PARKING LOT. LOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION. 2. INSTALL THE PATCH AROUND THE PROPOSED RAMP PER THIS DETAIL. INSTALL THE PATCH AROUND THE PROPOSED RAMP PER THIS DETAIL. 3. THE ABOVE DETAIL SHALL BE UTILIZED FOR ADD ALTERNATE #1. THE ABOVE DETAIL SHALL BE UTILIZED FOR ADD ALTERNATE #1.

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RADIUS: 3/8" TYPICAL 1/2" MAX

CONSTRUCTION NOTES: : 1. ALL BACKFILL SHALL BE COMPACTED TO NON-MOVEMENT USING A VIBRATORY ALL BACKFILL SHALL BE COMPACTED TO NON-MOVEMENT USING A VIBRATORY PLATE COMPACTOR ON 2" LIFTS UNLESS OTHER METHOD IS APPROVED BY ENGINEER. 2. EXPOSED CONCRETE SHALL BE 4000 PSI AIR ENTRAINED. FOOTING CONCRETE EXPOSED CONCRETE SHALL BE 4000 PSI AIR ENTRAINED. FOOTING CONCRETE SHALL BE 3000 PSI. 3. ALL RAILINGS SHALL BE PAINTED ALUMINUM PIPE.ALL RAILINGS SHALL BE PAINTED ALUMINUM PIPE.

Sheets and Views

01 C-COVER-AMERICAN LEGION

02 C-EX SITE PLAN PLAN-AMERICAN LEGION

03 BUILDING AND GRADING PLAN

04 PAVEMENT PLAN

05 C-DETAILS-AMERICAN LEGION

C-COVER-RAMP AND PAVING

File details come from the government source that posted it. Updated Jan 12, 2026.