55-X 124 Easton Road Bid Set.pdf
PDF 4 MB Posted
- Attached to
- 124 Easton Road Demolition 25-01189. 01
- Solicitation number
- Not on record
- Issued by
- Pennsylvania
About this file
This is a Site Restoration Plan prepared by Gilmore & Associates, Inc. for a demolition project located in Horsham Township, Montgomery County, Pennsylvania. The project involves the complete demolition of the Shelby Apartments (111-124 Easton Road) and associated structures, including concrete patios, asphalt parking areas, and removal of all debris and demolition rubble. The scope encompasses utility abandonment and removal of overhead service lines, sanitary service connections, and water service connections, with utilities to be capped within 5 feet of the right-of-way. The site restoration requires placement of clean, suitable fill material in 8-inch compacted lifts to restore disturbed areas to adjacent grade levels, followed by placement of a minimum 6 inches of topsoil, fine grading, seeding with Formula B permanent seed mixture (50% Kentucky bluegrass, 30% Pennlawn red fescue, 20% perennial ryegrass), and mulching at a rate of 3.0 tons per acre. Environmental remediation is included within the building prior to demolition. The total site area is 0.38 acres with a limit of disturbance of 11,062 square feet. The project involves compliance with Pennsylvania's erosion and sediment control requirements, including installation and maintenance of compost filter sock (382 linear feet) and tree protection fencing (18 linear feet).
The contractor must obtain notification from the Pennsylvania One Call System at least 72 hours before beginning any earth disturbance activities and verify the location and depth of all underground utilities prior to work commencement. Temporary erosion and sediment control Best Management Practices must be installed immediately and maintained throughout construction, with weekly inspections required and documented logs maintained on-site. All demolition waste must be properly disposed of in accordance with Pennsylvania's Solid Waste Management Act and Clean Streams Law; materials cannot be burned, buried, or discarded on-site. The contractor bears responsibility for environmental due diligence and determination of clean fill materials if importing or exporting material from the site, with clean fill defined as uncontaminated, non-decomposable, inert solid materials including soil, rock, used asphalt, and construction debris. Mercury thermostats must be recycled through the Thermostat Recycling Corporation program. Final site stabilization must be achieved with temporary erosion control measures removed or converted to permanent post-construction stormwater management BMPs, with areas disturbed during removal immediately stabilized. The project is issued for construction as of March 20, 2026.
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© 2026 Microsoft Corporation © 2026 TomTom © 2026 Zenrin
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DEMO NOTES:
1. WASTE MATERIALS, SCRAP, OR EXCESS CONSTRUCTION MATERIALS MAY NOT BE
DISPOSED OF IN ANY WATERCOURSE, FLOODWAY OR BODY OF WATER, BUT SHALL BE
COLLECTED, STORED AND DISPOSED OF IN ACCORDANCE WITH THE SOLID WASTE
MANAGEMENT ACT (35 P.S. §§ 6018.101-6018.1003), THE MUNICIPAL WASTE, PLANNING,
RECYCLING AND WASTE REDUCTION ACT (53 P.S. §§ 4000.101-4000.1904), THE CLEAN
STREAMS LAW (35 P.S. §§ 691.1-691.1001), THE RESOURCE CONSERVATION AND
RECOVERY ACT, AS AMENDED (42 U.S.C. § 6901 ET SEQ.) AND RELATED RULES AND
REGULATIONS.
2. IN 2008, THE STATE OF PENNSYLVANIA PASSED ACT 97, THE MERCURY FREE THERMOSTAT
LAW, WHICH REQUIRES MANUFACTURERS OF MERCURY THERMOSTATS THAT HAVE BEEN
SOLD IN THE COMMONWEALTH TO ESTABLISH AND MAINTAIN A COLLECTION AND
RECYCLING PROGRAM FOR OLD MERCURY THERMOSTATS. HVAC DISTRIBUTORS,
CONTRACTORS, HOUSEHOLD HAZARDOUS WASTE COLLECTION SITES AND RETAILERS ARE
ALL ELIGIBLE TO SIGN UP TO RECEIVE FREE THERMOSTAT RECYCLING CONTAINERS
THROUGH THE INDUSTRY FUNDED NON-PROFIT THERMOSTAT RECYCLING CORPORATION.
VISIT HTTPS://WWW.THERMOSTAT-RECYCLE.ORG/ TO FIND A COLLECTION SITE IN YOUR
AREA.
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© 2026 Microsoft Corporation © 2026 TomTom © 2026 Zenrin
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CONCRETE MONUMENT FOUND
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INLET 6 TG=272.23 INV=268.89 (18" OUT-CAPPED)
AutoCAD SHX Text STORM MH (FORMER INLET 72) RIM=272.25 INV 1=263.69 (18" RCP) INV 2=263.68 (18" RCP)
AutoCAD SHX Text SAN MH 35 RIM=272.25 INV 1=258.09 (10" DIP) INV 2=258.04 (10" DIP) INV 3=257.95 (10" DIP)
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SAN MH 34 RIM=272.85 INV 1=259.07 (10" DIP) INV 2=259.04 (10" DIP)
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8" SAN
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8" SAN
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8" SAN
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POLE
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POLE
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5' WIDE UTILITY EASEMENT PER DB. 5908, PG. 2266
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IRON PIN FOUND
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10 PARKING SPACES
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AutoCAD SHX Text BLOCK 059, UNIT 001 PARCEL 360003721005 N/F MILITARY INSTALLATION REMEDIATION & INFRASTRUCTURE AUTHORITY DB. 6418, PG. 2129
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BUILDING ON-LINE
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BUILDING ON-LINE
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DRILL HOLE
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CONCRETE MONUMENT FOUND
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EXISTING DRIVEWAY
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CHAIN-LINK FENCE
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CONC. WALL TBR TBR
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CONC. PAD TBRTBR
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PORCH TBRTBR
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PORCH TBRTBR
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LIMIT OF DISTURBANCE: 11,062 SF SF
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ROCK CONSTRUCTION ENTRANCE
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VIABILITY OF TREE TO BE EVALUATED UPON DEMOLITION OF CONCRETE PAD
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382 LF 12" FILTER SOCK
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18 LF TREE PROT. FENCE
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SCALE
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IN
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FEET
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LOCATION MAP
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SCALE: 1"=500'
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SCALE IN FEET
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124 EASTON ROAD
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SHEET NO.:
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DESCRIPTION
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REV.
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DRAWN BY:
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CHECKED BY:
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DATE:
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TOTAL AREA:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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BY
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DATE
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SITE RESTORATION PLAN
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HORSHAM TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA
AutoCAD SHX Text 2501189.01
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2 OF 4OF 44
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GJA
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MF
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0.38 AC
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OWNERS INFO:
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MIRIA
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1025 HORSHAM ROAD
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HORSHAM, PA 19044
AutoCAD SHX Text 215-643-3131
AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD SEAL SHOULD SEAL SHOULD SHOULD SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS BY USER. THIS PLAN IS BY USER. THIS PLAN IS USER. THIS PLAN IS USER. THIS PLAN IS THIS PLAN IS THIS PLAN IS PLAN IS PLAN IS IS IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED AND PROJECT DESIGNATED AND PROJECT DESIGNATED PROJECT DESIGNATED PROJECT DESIGNATED DESIGNATED DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE OR USE WITHOUT THE OR USE WITHOUT THE USE WITHOUT THE USE WITHOUT THE WITHOUT THE WITHOUT THE THE THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. COPYRIGHT 2023 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED
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ISSUED FOR CONSTRUCTION
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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SITE
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PROFESSIONAL
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ENGINEER
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PE078105
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GEOFFREY J. ATTANASIO
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EXISTING MINOR CONTOURS
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EXISTING SPOT ELEVATION
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GUY
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TREE LINE
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EXISTING MAJOR CONTOURS
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UTILITY POLE
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SANITARY MANHOLE
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LIGHT STANDARD
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MAILBOX
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OH
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OT
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PIERS
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CLEAN OUT
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MONITORING WELL
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TELEPHONE MANHOLE
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PA LAW REQUIRES THREE WORKING DAYS
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NOTICE TO UTILITIES BEFORE YOU EXCAVATE,
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DRILL, BLAST OR DEMOLISH
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PENNSYLVANIA ONE CALL SYSTEM, INC.
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NON-MEMBERS MUST BE CONTACTED DIRECTLY
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PENNSYLVANIA! CALL 1-800-242-1776
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BEFORE YOU DIG ANYWHERE IN
AutoCAD SHX Text West Mifflin, Pennsylvania
AutoCAD SHX Text 925 Irwin Run Road
AutoCAD SHX Text 15122 - 1078
AutoCAD SHX Text LOCATIONS OF EXISTING UNDERGROUND UTILITIES/FACILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM RECORDS, FIELD MARKOUTS BY UTILITY OWNERS, AND/OR ABOVE-GROUND OBSERVATION OF THE SITE. NO EXCAVATIONS WERE PERFORMED IN THE PREPARATION OF THESE DRAWINGS; THEREFORE ALL UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE IN LOCATION, DEPTH, AND SIZE. THE POTENTIAL EXISTS FOR OTHER UNDERGROUND UTILITIES/FACILITIES TO BE PRESENT WHICH ARE NOT SHOWN ON THE DRAWINGS. ONLY THE VISIBLE LOCATIONS OF UNDERGROUND UTILITIES/FACILITIES AT THE TIME OF FIELD SURVEY SHALL BE CONSIDERED TRUE AND ACCURATE. COMPLETENESS OR ACCURACY OF UNDERGROUND UTILITIES/FACILITIES ARE NOT GUARANTEED BY GILMORE & ASSOCIATES INC. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES/FACILITIES PRIOR TO START OF WORK AND SHALL COMPLY WITH THE REQUIREMENTS OF P.L. 852, NO. 287 DECEMBER 10, 1974 AS LAST AMENDED ON APRIL 28, 2018 PENNSYLVANIA ACT 50.
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SERIAL NO.
AutoCAD SHX Text GILMORE & ASSOCIATES INC. HAS OBTAINED A PA-ONE CALL SERIAL NUMBER AS NOTED HEREON FOR DESIGN PURPOSES ONLY.
AutoCAD SHX Text 20260793213
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DATE: 3/23/26
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© 2026 Microsoft Corporation © 2026 TomTom © 2026 Zenrin
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CONCRETE MONUMENT FOUND
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INLET 6 TG=272.23 INV=268.89 (18" OUT-CAPPED)
AutoCAD SHX Text STORM MH (FORMER INLET 72) RIM=272.25 INV 1=263.69 (18" RCP) INV 2=263.68 (18" RCP)
AutoCAD SHX Text SAN MH 35 RIM=272.25 INV 1=258.09 (10" DIP) INV 2=258.04 (10" DIP) INV 3=257.95 (10" DIP)
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SAN MH 34 RIM=272.85 INV 1=259.07 (10" DIP) INV 2=259.04 (10" DIP)
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CONCRETE SIDEWALK
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WALKWAY
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WALKWAY
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CURB LINE
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STOP BAR
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STOP BAR
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CONCRETE PAD
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EXISTING BUILDING
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PORCH
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MACADAM
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MACADAM
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EDGE OF PAVING
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10" SAN
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8" SAN
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8" SAN
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8" SAN
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24" RCP
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15" RCP
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18" RCP
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18" RCP
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CONC. PAD
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ELECTRIC BOX
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4' POST & RAIL FENCE
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4' PICKET FENCE
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4' CHAINLINK FENCE
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6' PICKET FENCE
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BUILDING OVERHANG
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STEPS
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STONE
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GRASS
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IRON PIN FOUND
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10 PARKING SPACES
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GRASS
AutoCAD SHX Text BLOCK 059, UNIT 027 PARCEL 360000907002 N/F FELIX CRUZ & JESSICA ANN RODRIGUEZ D.B. 6275, PG. 01926
AutoCAD SHX Text BLOCK 059, UNIT 028 PARCEL 360000904005 N/F SEBASTIANO BRACCIA & BERTINA BRACCIA HIS WIFE D.B. 3503, PG. 00253
AutoCAD SHX Text BLOCK 059, UNIT 002 PARCEL 360003724002 N/F VADIM Y POKUSOV D.B. 6197, PG. 8016197, PG. 801
AutoCAD SHX Text BLOCK 059, UNIT 001 PARCEL 360003721005 N/F MILITARY INSTALLATION REMEDIATION & INFRASTRUCTURE AUTHORITY DB. 6418, PG. 2129
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BUILDING ON-LINE
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BUILDING ON-LINE
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DRILL HOLE
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CONCRETE MONUMENT FOUND
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EXISTING DRIVEWAY
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CHAIN-LINK FENCE
AutoCAD SHX Text BLOCK 059, UNIT 031 PARCEL 360003718008 N/F MILITARY INSTALLATION REMEDIATION & INFRASTRUCTOR AUTHORITY D.B. 6301, PG. 00284
AutoCAD SHX Text RESTORE ENTIRE LIMIT OF DEMOLISHED AREA WITH SEED MIXTURE AS PROVIDED IN DETAILS ON SHEET 4
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VIABILITY OF TREE TO BE EVALUATED UPON DEMOLITION OF CONCRETE PAD
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SCALE
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IN
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FEET
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LOCATION MAP
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SCALE: 1"=500'
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SCALE IN FEET
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124 EASTON ROAD
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SHEET NO.:
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DESCRIPTION
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REV.
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DRAWN BY:
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CHECKED BY:
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DATE:
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TOTAL AREA:
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TOTAL LOTS:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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BY
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DATE
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SITE RESTORATION PLAN
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HORSHAM TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA
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3 OF 4OF 44
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GJA
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MF
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0.38 AC
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OWNERS INFO:
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MIRIA
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1025 HORSHAM ROAD
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HORSHAM, PA 19044
AutoCAD SHX Text 215-643-3131
AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD SEAL SHOULD SEAL SHOULD SHOULD SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS BY USER. THIS PLAN IS BY USER. THIS PLAN IS USER. THIS PLAN IS USER. THIS PLAN IS THIS PLAN IS THIS PLAN IS PLAN IS PLAN IS IS IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED AND PROJECT DESIGNATED AND PROJECT DESIGNATED PROJECT DESIGNATED PROJECT DESIGNATED DESIGNATED DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE OR USE WITHOUT THE OR USE WITHOUT THE USE WITHOUT THE USE WITHOUT THE WITHOUT THE WITHOUT THE THE THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. COPYRIGHT 2023 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED
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ISSUED FOR CONSTRUCTION
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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SITE
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PROFESSIONAL
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ENGINEER
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REGISTERED
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PE078105
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GEOFFREY J. ATTANASIO
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PA LAW REQUIRES THREE WORKING DAYS
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NOTICE TO UTILITIES BEFORE YOU EXCAVATE,
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DRILL, BLAST OR DEMOLISH
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PENNSYLVANIA ONE CALL SYSTEM, INC.
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NON-MEMBERS MUST BE CONTACTED DIRECTLY
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PENNSYLVANIA! CALL 1-800-242-1776
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BEFORE YOU DIG ANYWHERE IN
AutoCAD SHX Text West Mifflin, Pennsylvania
AutoCAD SHX Text 925 Irwin Run Road
AutoCAD SHX Text 15122 - 1078
AutoCAD SHX Text LOCATIONS OF EXISTING UNDERGROUND UTILITIES/FACILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM RECORDS, FIELD MARKOUTS BY UTILITY OWNERS, AND/OR ABOVE-GROUND OBSERVATION OF THE SITE. NO EXCAVATIONS WERE PERFORMED IN THE PREPARATION OF THESE DRAWINGS; THEREFORE ALL UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE IN LOCATION, DEPTH, AND SIZE. THE POTENTIAL EXISTS FOR OTHER UNDERGROUND UTILITIES/FACILITIES TO BE PRESENT WHICH ARE NOT SHOWN ON THE DRAWINGS. ONLY THE VISIBLE LOCATIONS OF UNDERGROUND UTILITIES/FACILITIES AT THE TIME OF FIELD SURVEY SHALL BE CONSIDERED TRUE AND ACCURATE. COMPLETENESS OR ACCURACY OF UNDERGROUND UTILITIES/FACILITIES ARE NOT GUARANTEED BY GILMORE & ASSOCIATES INC. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES/FACILITIES PRIOR TO START OF WORK AND SHALL COMPLY WITH THE REQUIREMENTS OF P.L. 852, NO. 287 DECEMBER 10, 1974 AS LAST AMENDED ON APRIL 28, 2018 PENNSYLVANIA ACT 50.
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SERIAL NO.
AutoCAD SHX Text GILMORE & ASSOCIATES INC. HAS OBTAINED A PA-ONE CALL SERIAL NUMBER AS NOTED HEREON FOR DESIGN PURPOSES ONLY.
AutoCAD SHX Text 20260793213
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DATE: 3/23/26
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STANDARD PLAN NOTES:
1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS THE
BUILDING DEMOLITION SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND PLANS.
2. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR
EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL
SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING
UNDERGROUND UTILITIES.
3. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE
SEQUENCE PROVIDED ON THE PLAN DRAWINGS.
4. ALL ON-SITE UTILITIES SHALL BE LOCATED AND VERIFIED BY CONTRACTOR PRIOR TO
DEMOLITION. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO
ABANDONMENT OR REMOVAL.
5. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE
LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLANS. THESE AREAS MUST BE
CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION/DEMOLITION ACTIVITIES ON THE PROJECT SITE.
6. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND PLACE TOPSOIL TO THE DEPTHS
SPECIFIED ON THE PLANS ON ALL DISTURBED NON-PAVED AREAS AS PART OF THE SITE
STABILIZATION AND RESTORATION.
7. ALL BUILDING DEMOLITION MATERIALS AND PROJECT WASTES SHALL BE REMOVED FROM
THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S
SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND
287.1 ET. SEQ. NO BUILDING DEMOLITION MATERIALS OR PROJECT WASTES SHALL BE
BURNED, BURIED, DUMPED, OR DISCARDED AT THE SITE.
8. IF PUMPING OF GROUNDWATER FROM ANY WORK AREA BECOMES NECESSARY, IT SHALL BE
PUMPED THROUGH AN APPROVED DESILTING DEVICE OVER UNDISTURBED AREAS PRIOR
TO ALLOWING THE WATER TO ENTER ANY DRAINAGE SYSTEM OR WATERS OF THE
COMMONWEALTH.
9. THE COMPOST FILTER SOCK AND ANY OTHER EROSION & SEDIMENT CONTROL BMP'S SHALL
BE MAINTAINED UNTIL THE DEMOLITION IS COMPLETE AND THE SITE IS STABILIZED.
MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION & SEDIMENT CONTROL
BMP'S AFTER EACH RAINFALL EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND
REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT,
REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED
IMMEDIATELY. IF THE EROSION & SEDIMENT BMP'S FAIL TO PERFORM AS EXPECTED,
REPLACEMENT BMP'S, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.
10. A LOG SHOWING DATES THAT EROSION & SEDIMENT BMP'S WERE INSPECTED AS WELL AS
ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED
ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME
OF ANY INSPECTION.
11. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY SHALL BE RETURNED TO THE
CONSTRUCTION SITE BY THE END OF EACH WORK DAY, STOCKPILED AND STABILIZED. IN
NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE
DITCH, STORM SEWER, OR SURFACE WATER.
12. RESTORE SITE TO EXISTING GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE TO GRADE
ALL DISTURBED AREAS TO UNIFORM GRADE TO ELIMINATE HIGH AND LOW SPOTS. THE
CONTRACTOR SHALL PROVIDE AND PLACE TOPSOIL TO A MINIMUM DEPTH OF SIX INCHES
TO ACHIEVE FINISH GRADE WHERE REQUIRED ON DISTURBED AREAS AND AREAS AS
DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. THE TOPSOIL SHALL BE FREE OF
SUBSOIL, CLAY, WEEDS, STONES, ROOTS, OTHER OBJECTIONABLE VEGETATION AND OTHER
UNSUITABLE OR HARMFUL MATERIAL. THE TOPSOIL SHALL BE GRADED TO A SMOOTH
FINISH FOR SEEDING. RESTORATION SHALL ALSO INCLUDE PREPARING SEED BEDS AND
RESEEDING WITH FORMULA "B" SEED AND MULCHING ALL AREAS DISTURBED DURING THE
DEMOLITION OPERATION. ALL DEBRIS AS WELL AS ANY UNSUITABLE OR HARMFUL
MATERIAL SHALL BE REMOVED FROM THE SEEDING AREA BEFORE SEEDING APPLICATION
IS DONE. .
13. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES IN
THICKNESS.
14. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER
FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT
CONSTRUCTION OF SATISFACTORY FILLS.
15. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.
16. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA
OF THE PROJECT, THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS. DURING
NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED.
17. EROSION & SEDIMENT CONTROL BMP'S SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL
AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE
REPLACED BY ANOTHER APPROVED BMP.
18. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND
SEDIMENT CONTROL BMP'S MUST BE REMOVED OR CONVERTED TO PERMANENT POST
CONSTRUCTION STORMWATER MANAGEMENT BMP'S. AREAS DISTURBED DURING REMOVAL
OR CONVERSION OF THE BMP'S SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE
RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL /CONVERSIONS ARE TO BE
DONE ONLY DURING THE GERMINATING SEASON.
19. FAILURE TO CORRECTLY INSTALL EROSION & SEDIMENT CONTROL BMP'S, FAILURE TO
PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE
TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF EROSION & SEDIMENT
CONTROL BMP'S MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES
BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE
PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO
$10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES,
AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.
20. WASTE MATERIALS, SCRAP, OR EXCESS CONSTRUCTION MATERIALS MAY NOT BE DISPOSED
OF IN ANY WATERCOURSE, FLOODWAY OR BODY OF WATER, BUT SHALL BE COLLECTED,
STORED AND DISPOSED OF IN ACCORDANCE WITH THE SOLID WASTE MANAGEMENT ACT
(35 P.S. §§ 6018.101-6018.1003), THE MUNICIPAL WASTE, PLANNING, RECYCLING AND
WASTE REDUCTION ACT (53 P.S. §§ 4000.101-4000.1904), THE CLEAN STREAMS LAW (35
P.S. §§ 691.1-691.1001), THE RESOURCE CONSERVATION AND RECOVERY ACT, AS
AMENDED (42 U.S.C. § 6901 ET SEQ.) AND RELATED RULES AND REGULATIONS.
21. IN 2008, THE STATE OF PENNSYLVANIA PASSED ACT 97, THE MERCURY FREE THERMOSTAT
LAW, WHICH REQUIRES MANUFACTURERS OF MERCURY THERMOSTATS THAT HAVE BEEN
SOLD IN THE COMMONWEALTH TO ESTABLISH AND MAINTAIN A COLLECTION AND
RECYCLING PROGRAM FOR OLD MERCURY THERMOSTATS. HVAC DISTRIBUTORS,
CONTRACTORS, HOUSEHOLD HAZARDOUS WASTE COLLECTION SITES AND RETAILERS ARE
ALL ELIGIBLE TO SIGN UP TO RECEIVE FREE THERMOSTAT RECYCLING CONTAINERS
THROUGH THE INDUSTRY FUNDED NON-PROFIT THERMOSTAT RECYCLING CORPORATION.
VISIT HTTPS://WWW.THERMOSTAT-RECYCLE.ORG/ TO FIND A COLLECTION SITE IN YOUR
AREA.
SEEDING AND MULCHING SCHEDULE:
1. SITE PREPARATION, STABILIZATION AND MAINTENANCE SHALL BE PERFORMED IN
ACCORDANCE WITH PENN STATE UNIVERSITY'S "THE AGRONOMY GUIDE" AND PENNDOT
FORM 408 SPECIFICATIONS' MOST RECENT ADDITION.
TEMPORARY SEEDING SPECIFICATION FORMULA E - ANNUAL RYE GRASS
PERMANENT SEEDING SPECIFICATION FORMULA B -
50% KENTUCKY BLUEGRASS MIXTURE
30% PENNLAWN RED FESCUE
20% PERENNIAL RYEGRASS MIXTURE
SEEDING RATE FOR THE ABOVE MIXTURES:
10 LBS/1,000 SY FOR TEMPORARY SEEDING
21 LBS/1,000 SY FOR PERMANENT SEEDING
11 LBS/1,000 SY FOR STEEP SLOPE SEEDING (SEE NOTE 5)
2. HAY OR STRAW MULCH SHALL BE APPLIED AT THE RATES OF AT LEAST 3.0 TONS PER ACRE
AND SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN. MULCH
WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS MUST BE INSTALLED ON
ALL SLOPES 3:1 OR STEEPER.
3. PULVERIZED AGRICULTURAL LIMESTONE AND COMMERCIAL FERTILIZER SHALL BE APPLIED
TO ALL DISTURBED AREAS WHICH ARE TO BE SEEDED EXCEPT FOR TEMPORARY SEED AREAS
AT THE FOLLOWING RATES:
PULVERIZED AGRICULTURAL LIMESTONE -90 LBS/1,000 SF
10-20-20 ANALYSIS COMMERCIAL FERTILIZER - 20 LBS/1,000 SF
NOTE: APPLICATION OF LIME AND FERTILIZER FOR TEMPORARY SEEDING IS
UNNECESSARY AND ONLY SERVES TO CONTRIBUTE TO AN OVERABUNDANCE OF NUTRIENT
POLLUTION IN THE WATERSHED.
4. PERMANENT SEEDING SHALL TAKE PLACE FROM MARCH 15 TO JUNE 1 OR FROM AUGUST 1
TO OCTOBER 15. IF COMPLETED AT IN OTHER SEASONS, AREAS SHALL RECEIVE
TEMPORARY SEEDING AND 3.0 TONS PER ACRE MULCH.
SEQUENCE OF CONSTRUCTION:
1. CONTACT ALL UNDERGROUND UTILITY OWNERS AT LEAST SEVENTY-TWO (72) HOURS
PRIOR TO BEGINNING ANY WORK OR DEMOLITION ON THE PROJECT SITE. ALL
CONTRACTORS WORKING ON THIS PROJECT SHALL VERIFY THE LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES/FACILITIES PRIOR TO START OF WORK AND SHALL COMPLY
WITH THE REQUIREMENTS OF P.L. 852, NO. 287 DECEMBER 10, 1974 AS LAST AMENDED ON
NOVEMBER 4, 2016 PENNSYLVANIA ACT 160.
2. CONTRACTOR TO SUBMIT DETAILED DEMOLITION PLAN TO DEMONSTRATE PROTECTION OF
ADJACENT PUBLIC STREETS.
3. MOBILIZE AND INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S.
4. LOCATE AND ABANDON UTILITIES AS REQUIRED BY OWNER OR AUTHORITY HAVING
JURISDICTION OVER THE SPECIFIC UTILITY SYSTEM. THIS INCLUDES REMOVAL OF
OVERHEAD SERVICE LINES, EXISTING SANITARY SERVICE, AND EXISTING WATER SERVICE.
UTILITIES TO BE CAPPED WITHIN 5 FEET OF THE RIGHT-OF-WAY.
5. PROCEED WITH DEMOLITION OF STRUCTURES AND REMOVAL OF ALL DEBRIS AND
DEMOLITION RUBBLE INCLUDING WALKWAYS, CONCRETE SLABS, WALLS AND ACCESSORY
STRUCTURES. WASTE MATERIALS, SCRAP, OR EXCESS CONSTRUCTION MATERIALS MAY
NOT BE DISPOSED OF IN ANY WATERCOURSE, FLOODWAY OR BODY OF WATER, BUT SHALL
BE COLLECTED, STORED AND DISPOSED OF IN ACCORDANCE WITH THE SOLID WASTE
MANAGEMENT ACT (35 P.S. §§ 6018.101-6018.1003), THE MUNICIPAL WASTE, PLANNING,
RECYCLING AND WASTE REDUCTION ACT (53 P.S. §§ 4000.101-4000.1904), THE CLEAN
STREAMS LAW (35 P.S. §§ 691.1-691.1001) AND RELATED RULES AND REGULATIONS.
6. BREAK UP AND REMOVE CONCRETE AND ASPHALT AREAS AT LOCATIONS LABELED ON THE
SITE PLAN.
7. PLACE CLEAN SUITABLE FILL AS NEEDED TO RESTORE DISTURBED AREA TO SUBGRADE
CONSISITANT WITH ADJACENT GRADE IN 8 INCH COMPACTED LIFTS.
8. PLACE MINIMUM DEPTH OF 6 INCHES OF TOPSOIL, FINE GRADE, SEED, MULCH AND
STABILIZE SITE.
9. AFTER SITE HAS ACHIEVED FINAL STABILIZATION, REMOVE TEMPORARY EROSION AND
SEDIMENT CONTROL BMP'S. IMMEDIATELY STABILIZE ANY AREAS DISTURBED DURING THE
REMOVAL OF THE EROSION AND SEDIMENT CONTROL BMP'S.
STANDARD CONSTRUCTION DETAIL #4-1
COMPOST FILTER SOCK
CLEAN FILL REQUIREMENTS:
IF THE SITE WILL NEED TO IMPORT OR EXPORT MATERIAL FROM THE SITE, THE
RESPONSIBILITY FOR PERFORMING ENVIRONMENTAL DUE DILIGENCE AND DETERMINATION OF
CLEAN FILL WILL REST WITH THE CONTRACTOR.
CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE,
NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE,
DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM
CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE
AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR
ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM
"USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN
PROCESSED FOR RE-USE).
CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE: FILL
MATERIALS AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE STILL
QUALIFIES AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL MATERIAL
CONTAINS CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE
RESIDENTIAL LIMITS AS NOTED IN TABLES FP-1A AND FP-1B FOUND IN THE
PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S POLICY "MANAGEMENT
OF FILL."
ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A
REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL
MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS
CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY
RECEIVING THE FILL.
ENVIRONMENTAL DUE DILIGENCE: THE LANDOWNER/APPLICANT MUST PERFORM
ENVIRONMENTAL DUE DILIGENCE TO DETERMINE IF THE FILL MATERIALS ASSOCIATED
WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED
AS INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY
INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP,
REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES,
TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR
AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS
VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY
INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF
REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE
OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS
CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE
PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S POLICY "MANAGEMENT
OF FILL."
FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL
IS WASTE AND MUST BE MANAGED IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF
ENVIRONMENTAL PROTECTION'S MUNICIPAL OR RESIDUAL WASTE REGULATIONS BASED ON 25
PA CODE CHAPTER 287 RESIDUAL WASTE MANAGEMENT OR CHAPTER 271 MUNICIPAL WASTE
MANAGEMENT, WHICHEVER IS APPLICABLE. THESE REGULATIONS ARE AVAILABLE ON-LINE AT
WWW.PACODE.COM .
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AS NOTED
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124 EASTON ROAD
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SHEET NO.:
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DESCRIPTION
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REV.
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DRAWN BY:
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CHECKED BY:
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DATE:
AutoCAD SHX Text MUNICIPAL FILE No.:
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TOTAL AREA:
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TOTAL LOTS:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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SCALE:
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BY
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DATE
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E&S NOTES AND DETAILS
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HORSHAM TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA
AutoCAD SHX Text 2501189.01
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4 OF 4OF 44
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GJA
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MF
AutoCAD SHX Text 3/20/26
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0.38 AC
AutoCAD SHX Text 360003721005
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OWNERS INFO:
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MIRIA
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1025 HORSHAM ROAD
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HORSHAM, PA 19044
AutoCAD SHX Text 215-643-3131
AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD SEAL SHOULD SEAL SHOULD SHOULD SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS BY USER. THIS PLAN IS BY USER. THIS PLAN IS USER. THIS PLAN IS USER. THIS PLAN IS THIS PLAN IS THIS PLAN IS PLAN IS PLAN IS IS IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED AND PROJECT DESIGNATED AND PROJECT DESIGNATED PROJECT DESIGNATED PROJECT DESIGNATED DESIGNATED DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE OR USE WITHOUT THE OR USE WITHOUT THE USE WITHOUT THE USE WITHOUT THE WITHOUT THE WITHOUT THE THE THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. COPYRIGHT 2023 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED
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ISSUED FOR CONSTRUCTION
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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PROFESSIONAL
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ENGINEER
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REGISTERED
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PE078105
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GEOFFREY J. ATTANASIO
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%%UTREE PROTECTION DETAIL
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NOT TO SCALE
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STEEL SNOWFENCE
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POSTS @ 2'-0" O.C.
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EXISTING GRADE
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%%UELEVATION
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TREES TO BE PRESERVED
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AREA TO BE DISTURBED
AutoCAD SHX Text TREE PROTECTION NOTES 1. TREE PROTECTION SHALL BE PROVIDED FOR ANY TREE PROTECTION SHALL BE PROVIDED FOR ANY AND ALL TREES TO BE PRESERVED DURING AND AFTER CONSTRUCTION TO THE EXTENT NOTED ON THE PLANS. PROTECTION SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION. 2. BOARDS, FENCING, ETC. SHALL NOT BE NAILED BOARDS, FENCING, ETC. SHALL NOT BE NAILED TO ANY TREES OR SHRUBS. 3. ROOTS SHALL NOT BE CUT IN AN AREA INSIDE ROOTS SHALL NOT BE CUT IN AN AREA INSIDE THE DRIP-LINE OF THE TREE BRANCHES. 4. TREE LIMB REMOVAL, WHERE NECESSARY, SHALL TREE LIMB REMOVAL, WHERE NECESSARY, SHALL BE PERFORMED UNDER THE IMMEDIATE SUPERVISION OF A CERTIFIED ARBORIST. PRUNING CUTS SHOULD BE MADE JUST OUTSIDE THE BRANCH COLLAR. THE BRANCH COLLAR SHOULD NOT BE DAMAGED OR REMOVED. IF THE TRUNK COLLAR HAS GROWN OUT ON A DEAD LIMB TO BE REMOVED, MAKE THE CUT JUST BEYOND THE COLLAR. DO NOT APPLY WOUND DRESSINGS.
AutoCAD SHX Text 4' HIGH FENCE (FENCE-IT PLUS BY WEATHER-SHADE OR APPROVED EQUAL) PLACED AROUND DRIP-LINE OF TREES TO BE PRESERVED
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DRIP-LINE OR 15', WHICHEVER IS GREATER
AutoCAD SHX Text 4' HIGH FENCE (FENCE-IT PLUS BY WEATHER-SHADE OR APPROVED EQUAL). PLACED AROUND DRIP-LINE OF TREES TO BE PRESERVED
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%%USIDE VIEW
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%%USEDIMENT FILTER BAG FOR PUMPED WATER - ABACT
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NOT TO SCALE
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%%UTOP VIEW
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FILTER BAG
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LENGTH
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WIDTH
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SEWN IN SPOUT
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SLOPE %%U<%%U 5%
AutoCAD SHX Text FILTER BAG TO BE USED WHEN/IF WATER PONDS IN EXCAVATIONS. 1. LOW VOLUME FILTER BAGS SHALL BE MADE OF NON-WOVEN GEOTEXTILE WHICH RETAINS ALL LOW VOLUME FILTER BAGS SHALL BE MADE OF NON-WOVEN GEOTEXTILE WHICH RETAINS ALL SEDIMENT PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES MEETING THE FOLLOWING STANDARDS: PROPERTY TEST METHOD MINIMUM STANDARD TEST METHOD MINIMUM STANDARD MINIMUM STANDARD AVG. WIDTH STRENGTH ASTM D-4884 60 LB/IN ASTM D-4884 60 LB/IN 60 LB/IN GRAB TENSILE ASTM D-4632 205 LB ASTM D-4632 205 LB 205 LB PUNCTURE ASTM D-4833 110 LB ASTM D-4833 110 LB 110 LB MULLEN BURST ASTM D-3786 350 PSI ASTM D-3786 350 PSI 350 PSI UV RESISTANCE ASTM D-4355 70% ASTM D-4355 70% 70% AOS % RETAINED ASTM D-4751 80 SIEVE ASTM D-4751 80 SIEVE 80 SIEVE 2. PLACE FILTER BAGS ON STABLE OR WELL-VEGETATED AREAS WHICH ARE FLATTER THAN 5% SLOPE PLACE FILTER BAGS ON STABLE OR WELL-VEGETATED AREAS WHICH ARE FLATTER THAN 5% SLOPE AND SHALL DISCHARGE ONTO STABLE, EROSION RESISTANT GROUND. WHERE THIS IS NOT POSSIBLE, GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. 3. PUMP DISCHARGE HOSE SHALL BE INSERTED INTO BAG IN MANNER SPECIFIED BY MANUFACTURER PUMP DISCHARGE HOSE SHALL BE INSERTED INTO BAG IN MANNER SPECIFIED BY MANUFACTURER AND SECURELY CLAMPED INTO FILTER BAG. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE. 4. LIMIT PUMPING TO 750 GPM OR 1/2 THE MANUFACTURER'S MAXIMUM PUMPING RATE, WHICHEVER IS LIMIT PUMPING TO 750 GPM OR 1/2 THE MANUFACTURER'S MAXIMUM PUMPING RATE, WHICHEVER IS LESS. PUMP INTAKE SHALL BE FLOATING AND SCREENED. 5. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL PROBLEM IS CORRECTED. 6. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY IS REQUIRED FOR DISPOSAL A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY IS REQUIRED FOR DISPOSAL PURPOSES. WHEN SEDIMENT FILLS 1/2 THE VOLUME OF A FILTER BAG, IMMEDIATELY REMOVE THAT BAG FROM SERVICE AND REPLACE WITH NEW BAG IMMEDIATELY. PROPERLY DISPOSE OF SPENT BAGS WITH THEIR SEDIMENTS. 7 THE DISCHARGE FROM THE FILTER BAG SHOULD NOT PASS THROUGH A DISTURBED AREA OR THE DISCHARGE FROM THE FILTER BAG SHOULD NOT PASS THROUGH A DISTURBED AREA OR CAUSE AN EROSION PROBLEM DOWN SLOPE.
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AGGREGATE OR WELL VEGETATED, GRASSY AREA
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HEAVY-DUTY LIFTING STRAPS, RECOMMENDED
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BAG PLACED ON AGGREGATE OR WELL VEGETATED, GRASSY AREA
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HIGH STRENGTH DOUBLE STITCHED 'J' TYPE SEAMS
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WATER FLOW FROM PUMP
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PUMP DISCHARGE HOSE
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OPENING ACCOMODATES UP TO 4" DISCHARGE HOSE
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AutoCAD SHX Text SURROUND BAG w/ 12" COMPOST SOCK INSTALLED PER DETAILS
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NOT TO SCALE
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FLOW
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FLOW
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DISTURBED AREA
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%%USECTION
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%%UPLAN VIEW
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EXISTING
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CONTOURS
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COMPOST
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FILTER SOCK
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WOODEN STAKES
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PLACED 10 FT ON
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CENTER
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PLACED 10 FT ON CENTER
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COMPOST FILTER SOCK
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BLOWN/PLACED
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FILTER MEDIA
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DISTURBED AREA
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UNDISTURBED AREA
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%%UNOTES:
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SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL
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MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION
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CONTROL MANUAL.
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COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE
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BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN
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BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT
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SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA.
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TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.
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ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND
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COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT.
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DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER
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S SPECIFICATIONS OR
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REPLACED WITHIN 24 HOURS OF INSPECTION.
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BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS;
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PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED
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ACCORDING TO MANUFACTURER
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S RECOMMENDATIONS.
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SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH
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SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
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12 IN. MIN.
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AutoCAD SHX Text **SEDIMENT FILTER BAG DETAIL PROVIDED ON PLANS IF IT IS NEEDED AT RESPECTIVE PROJECT SITE**
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NO. 1 STONE
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IMPROVED ROAD SURFACE
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NOT TO SCALE
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%%UROCK CONSTRUCTION ENTRANCE
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%%USECTION A-A
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%%UPLAN
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8" MIN. AASHTO
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20' MIN. (OR
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TOTAL WIDTH
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OF ROADWAY)
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50' MIN.
AutoCAD SHX Text *MOUNTABLE BERM SHOULD BE USED WHEREVER OPTIONAL CULVERT PIPE IS USED TO PROVIDE PROPER COVER FOR PIPE PER MANUFACTURER'S SPECIFICATION. PIPE TO BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE. ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. AT THE END OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON PUBLIC ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50-FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWER, CULVERTS OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.
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10'R MIN.
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10'R MIN.
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ROADWAY
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EARTH FILL
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PIPE AS NECESSARY
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MOUNTABLE BERM, 6" MIN. *
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REMOVE TOPSOIL PRIOR TO INSTALLATION
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EXISTING GRADE
AutoCAD SHX Text PaDOT CLASS 4, TYPE A, GEOTEXTILE FABRIC
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PA LAW REQUIRES THREE WORKING DAYS
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NOTICE TO UTILITIES BEFORE YOU EXCAVATE,
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DRILL, BLAST OR DEMOLISH
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PENNSYLVANIA ONE CALL SYSTEM, INC.
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NON-MEMBERS MUST BE CONTACTED DIRECTLY
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PENNSYLVANIA! CALL 1-800-242-1776
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BEFORE YOU DIG ANYWHERE IN
AutoCAD SHX Text West Mifflin, Pennsylvania
AutoCAD SHX Text 925 Irwin Run Road
AutoCAD SHX Text 15122 - 1078
AutoCAD SHX Text LOCATIONS OF EXISTING UNDERGROUND UTILITIES/FACILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM RECORDS, FIELD MARKOUTS BY UTILITY OWNERS, AND/OR ABOVE-GROUND OBSERVATION OF THE SITE. NO EXCAVATIONS WERE PERFORMED IN THE PREPARATION OF THESE DRAWINGS; THEREFORE ALL UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE IN LOCATION, DEPTH, AND SIZE. THE POTENTIAL EXISTS FOR OTHER UNDERGROUND UTILITIES/FACILITIES TO BE PRESENT WHICH ARE NOT SHOWN ON THE DRAWINGS. ONLY THE VISIBLE LOCATIONS OF UNDERGROUND UTILITIES/FACILITIES AT THE TIME OF FIELD SURVEY SHALL BE CONSIDERED TRUE AND ACCURATE. COMPLETENESS OR ACCURACY OF UNDERGROUND UTILITIES/FACILITIES ARE NOT GUARANTEED BY GILMORE & ASSOCIATES INC.
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