52-x1 - Horsham Road Demo Plans 2026-10-14.pdf

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HORSHAM ROAD (S.R. 0463)

AutoCAD SHX Text LANDS N/F SALLYS 152 INC. TMP 36-00-05680-00-8 BLOCK 008, UNIT 027 1121 HORSHAM RD

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LANDS N/F WAWA INC. TMP 36-00-06631-00-2 BLOCK 008, UNIT 023 1139 HORSHAM RD

AutoCAD SHX Text LANDS N/F SAM & BERTINA BRACCIA TMP 36-00-05677-00-2 BLOCK 008, UNIT 030 1119 HORSHAM RD

AutoCAD SHX Text LANDS N/F HORSHAM ROAD CENTER LLC TMP 36-00-05368-00-5 BLOCK 006, UNIT A030 1116 HORSHAM RD

AutoCAD SHX Text LANDS N/F COSI ASSOCIATES TMP 36-00-05371-00-2 BLOCK 006, UNIT A029 1126 HORSHAM RD

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12" COMPOST FILTER SOCK(TYP.)

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TREE PROTECTION FENCE

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LIMITS OF DISTURBANCE 0.21 AC

AutoCAD SHX Text WATER SERVICE AND SEWER LATERAL TO BE ABANDONED AT THE MAINS PER HWSA STANDARDS. THE TOWNSHIP WILL OBTAIN THE REQUIRED UTILITY HOP PERMIT

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APPROXIMATE EXTENT OF FOUNDATION WALLS TO BE COMPLETELY REMOVED

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APPROXIMATE LOCATION OF SANITARY SEWER MAIN

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APPROXIMATE LOCATION OF WATER MAIN

AutoCAD SHX Text EXISTING DRIVEWAY TO BE USED AS ROCK CONSTRUCTION ENTRANCE IF MUD AND SEDIMENT ARE TRACKED ONTO ROADWAY, A ROCK CONSTRUCTION ENTRANCE SHALL BE REQUIRED

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APPROXIMATE LOCATION OF STORM SEWER

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 2026 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED

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IN

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FEET

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LOCATION MAP

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SCALE: 1"=1000'

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SCALE IN FEET

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HORSHAM ROAD DEMOLITION

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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

AutoCAD SHX Text PROJECT No.:

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ENGINEERING & CONSULTING SERVICES

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GILMORE & ASSOCIATES, INC.

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DEMOLITION AND EROSION CONTROL PLAN

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CONSTRUCTION PLANS

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HORSHAM TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIAPENNSYLVANIA

AutoCAD SHX Text 26-01054

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GA

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TMW

AutoCAD SHX Text 10/14/2026

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2.81 AC

AutoCAD SHX Text 36-00-05680-00-8

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OWNERS INFO:

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HORSHAM TOWNSHIP

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1025 HORSHAM ROAD

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HORSHAM, PA 19044

AutoCAD SHX Text 215-643-3131

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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. 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 OCT. 29, 2024 PENNSYLVANIA ACT 127.

AutoCAD SHX Text GILMORE & ASSOCIATES INC. HAS NOT OBTAINED A PA-ONE CALL SERIAL NUMBER FOR DESIGN PURPOSES.

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NOT FOR CONSTRUCTION

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PENNSYLVANIA STATE PLANE SOUTH

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OF

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SHEET NO.:

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SITE

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GENERAL NOTES

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1. SITE DATA: SITE DATA: PARCEL: TMP# 36-00-05680-00-8, BLOCK 008, UNIT 027 OWNER: SALLYS 152 INC. ADDRESS 1121 HORSHAM ROAD 2. THE BOUNDARY AS SHOWN ARE BASED ON A MONGOMERY COUNTY GIS DATA THE BOUNDARY AS SHOWN ARE BASED ON A MONGOMERY COUNTY GIS DATA 3. TOPOGRAPHIC INFORMATION IS BASED ON LIDAR CONTOURS. NO FIELD SURVEY TOPOGRAPHIC INFORMATION IS BASED ON LIDAR CONTOURS. NO FIELD SURVEY WAS COMPLETED AND ALL ELEVATIONS ARE APPROXIMATE. 4. EXISTING FETAURES AS SHOWN ARE BASED ON AERIAL PHOTOGRAPHY FROM EXISTING FETAURES AS SHOWN ARE BASED ON AERIAL PHOTOGRAPHY FROM BING MAPS. 5. BOTH BOUNDARY AND PHOTO ARE PLOTTED TO SCALE AS NOTED BELOW. THE PLAN IS BOTH BOUNDARY AND PHOTO ARE PLOTTED TO SCALE AS NOTED BELOW. THE PLAN IS INTENDED TO PROVIDE A GENERAL REPRESENTATION OF SURROUNDING FEATURES AS REQUIRED BY THE MUNICIPAL SUBDIVISION AND LAND DEVELOPMENT ORDINANCE. THIS PLAN SHOULD NOT BE USED FOR SURVEY PURPOSES.

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1. CONTRACTOR SHALL NOT ENCROACH ONTO ADJOINING PROPERTIES UNLESS CONTRACTOR SHALL NOT ENCROACH ONTO ADJOINING PROPERTIES UNLESS A TEMPORARY CONSTRUCTION EASEMENT HAS BEEN GRANTED BY THE ADJOINING PROPERTY OWNER. CONTRACTOR SHALL HAVE PROPERTY LINES CLEARLY MARKED IN AREAS WHERE GRADING WILL ENCROACH WITHIN FIVE FEET OF THE PROPERTY LINE AND SHALL CONSTRUCT SUCH BARRIERS WHICH ARE NECESSARY TO PREVENT ENCROACHMENT ONTO ADJOINING PROPERTIES. 2. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL BE RESPONSIBLE ALL CONTRACTORS WORKING ON THIS PROJECT SHALL BE RESPONSIBLE FOR INSURING THAT ALL CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT ARE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) STANDARDS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF HORSHAM TOWNSHIP, STATE HAZARD WASTE REQUIREMENTS AND PENNDOT PUBLICATION 408, LATEST EDITION. 4. BURYING OF CONSTRUCTION DEBRIS AND STUMPS ON THE SITE IS BURYING OF CONSTRUCTION DEBRIS AND STUMPS ON THE SITE IS PROHIBITED. 5. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT SATISFACTORY COMPACTION. 6. A MINIMUM OF EIGHT INCHES OF TOPSOIL SHALL BE REDISTRIBUTED IN A MINIMUM OF EIGHT INCHES OF TOPSOIL SHALL BE REDISTRIBUTED IN DISTURBED GRASS AREAS AROUND THE BUILDING, SURFACE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 5-12" PRIOR TO SPREADING OF TOPSOIL.

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GRADING AND DRAINAGE NOTES

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1. IT IS NOT INTENDED THAT THE DRAWINGS BE SCALED TO DETERMINE DIMENSIONS IT IS NOT INTENDED THAT THE DRAWINGS BE SCALED TO DETERMINE DIMENSIONS OR ELEVATIONS. CONTRACTOR SHALL CONDUCT HIS WORK IN ACCORDANCE WITH THE SURVEY DATA, DIMENSIONS, AND ELEVATIONS SPECIFICALLY NOTED ON THE DRAWINGS. 2. THE PLANS, PROFILES, SECTIONS, DETAILS, AND NOTES ARE INTENDED TO THE PLANS, PROFILES, SECTIONS, DETAILS, AND NOTES ARE INTENDED TO INDICATE AS CLEARLY AS PRACTICABLE THE WORK TO BE DONE. HOWEVER, EVERY CONSTRUCTION DETAILS CANNOT ALWAYS BE ACCURATELY ANTICIPATED AND, IN EXECUTING THE WORK, FIELD CONDITIONS MAY REQUIRE REASONABLE MODIFICATIONS IN THE DETAILS OF THE DRAWINGS AND THE WORK INVOLVED. 3. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE CONTRACT DOCUMENTS THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE CONTRACT DOCUMENTS AND FOR VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES OR CONFLICTS TO THE ENGINEER.

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DISCLAIMERS:

AutoCAD SHX Text SOILS LEGEND AND TABLE OF LIMITATIONS BASED ON USDA-NRCS WEB SOIL SURVERY OF MONTGOMERY COUNTY

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SYMBOL

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MAPPING UNITS

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SLOPE

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LAND CAPABILITY

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HYDRIC SOIL

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HYDRO GROUP

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BEDROCK

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WATER TABLE

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LIMITATIONS FOR CONSTRUCTION

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AutoCAD SHX Text Readington silt loam

AutoCAD SHX Text 3-8%

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AutoCAD SHX Text No

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AutoCAD SHX Text 40"-60"

AutoCAD SHX Text 18"-36"

AutoCAD SHX Text CUTBANKS CAVE, CORROSIVE TO CONRETE/STEEL, EASILY ERODIBLE, DEPTH TO SATURATED ZONE/SEASONAL HIGH WATER TABLE, HYDRIC/HYDRIC INCLUSIONS, LOW STRENGTH/LANDSLIDE PRONE, SLOW PERCOLATION, PIPING, POOR SOURCE OF TOPSOIL, FROST ACTION, WETNESS

AutoCAD SHX Text UgB

AutoCAD SHX Text Urban Land

AutoCAD SHX Text 0-8%

AutoCAD SHX Text 8s

AutoCAD SHX Text No

AutoCAD SHX Text N/A

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DEPTH TO RESTRICTIVE FEATURE

AutoCAD SHX Text ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED, UNLESS NOTED OTHERWISE. CLEARING AND GRUBBING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. AT LEAST 7 DAYS PRIOR TO START OF WORK OR EARTH DISTURBANCE ACTIVITIES, A PRECONSTRUCTION MEETING SHALL BE HELD INCLUDING THE OWNER, SITE CONTRACTOR, TOWNSHIP ENGINEER, COUNTY CONSERVATION DISTRICT, THE PLAN DESIGNER, AND THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF PCSWM INSTALLATION.

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SEQUENCE OF CONSTRUCTION:

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1. INSTALL SILT SOCK(S) AND TREE PROTECTION FENCE(S) AS NECESSARY AND WHERE INDICATED ON THE PLANS. INSTALL SILT SOCK(S) AND TREE PROTECTION FENCE(S) AS NECESSARY AND WHERE INDICATED ON THE PLANS. 2. DEMOLISH EXISTING BUILDING DOWN TO FOUNDATION AND REMOVAL ALL MATERIAL OFFSITE. DEMOLISH EXISTING BUILDING DOWN TO FOUNDATION AND REMOVAL ALL MATERIAL OFFSITE. 3. ABANDON EXISTING WATER SERVICE AND SEWER LATERAL TO MAINS ABANDON EXISTING WATER SERVICE AND SEWER LATERAL TO MAINS 4. BACKFILL WITH CLEAN FILL TO MINUS 6 INCHES BELOW FINISHED GRADE AND THEN TOP WITH 2A STONE TO MATCH EXISTING BACKFILL WITH CLEAN FILL TO MINUS 6 INCHES BELOW FINISHED GRADE AND THEN TOP WITH 2A STONE TO MATCH EXISTING GRADE. 5. AFTER THE SITE HAS BEEN STABILIZED, ALL TEMPORARY E&S CONTROLS SHALL BE REMOVED. AFTER THE SITE HAS BEEN STABILIZED, ALL TEMPORARY E&S CONTROLS SHALL BE REMOVED. A. ALL ACCUMULATED SEDIMENTS SHALL BE DISPOSED OF IN APPROVED UPLAND AREAS. ALL ACCUMULATED SEDIMENTS SHALL BE DISPOSED OF IN APPROVED UPLAND AREAS. B. STABILIZATION SHALL BE CONSIDERED THE PLACEMENT OF BASE COURSE IN PAVED AREAS OR BY 75% OR MORE STABILIZATION SHALL BE CONSIDERED THE PLACEMENT OF BASE COURSE IN PAVED AREAS OR BY 75% OR MORE VEGETATION, UNIFORM COVERAGE, IN LAWN AREAS OR BY OTHER PERMANENT MEANS WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS.

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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 2026 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED

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AS NOTED

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HORSHAM ROAD DEMOLITION

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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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ENGINEERING & CONSULTING SERVICES

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GILMORE & ASSOCIATES, INC.

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CONSTRUCTION DETAILS

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CONSTRUCTION PLANS

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HORSHAM TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIAPENNSYLVANIA

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GA

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TMW

AutoCAD SHX Text 10/14/2026

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2.81 AC

AutoCAD SHX Text 36-00-05680-00-8

AutoCAD SHX Text 26-01054

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OWNERS INFO:

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HORSHAM TOWNSHIP

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1025 HORSHAM ROAD

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HORSHAM, PA 19044

AutoCAD SHX Text 215-643-3131

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OF

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SHEET NO.:

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IF SERVICE INCLUDES A

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METER PIT, CONTRACTOR

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SHALL REMOVE AND REPLACE

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EXISTING CURB, GUTTER,

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SIDEWALK, AND LANDSCAPING

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NECESSARY FOR REMOVAL

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OF METER PIT

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CONTACT HORSHAM WATER

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AND SEWER AUTHORITY TO

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CLOSE WATER ACCOUNT

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AND PICK-UP METER

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REMOVE CURB BOX TO

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2' BELOW GRADE AND

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RESTORE SURFACE

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METER PIT AND FITTINGS

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TO BE REMOVED AND

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PROPERLY DISPOSED

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REMOVE EXISTING

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SERVICE AND

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CLOSE

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CORPORATION

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STOP

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REMOVE SECTION

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(18" MINIMUM)

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CLEAR

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CRIMP BOTH ENDS

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OF ABANDONED

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SERVICE

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HORSHAM WATER & SEWER AUTHORITY

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DETAIL W11

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NOT TO SCALE

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SCALE:

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DATE:

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AUGUST 19, 2024

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WATER SERVICE

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ABANDONMENT FOR

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"-2" SERVICES

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%%UNOTES:

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1. HWSA REPRESENTATIVE TO OBSERVE CLOSED CORPORATION. REPAIR OF ANY

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OBSERVED LEAKS IS RESPONSIBILITY OF PROPERTY OWNER.

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2. REUSE OF EXISTING SERVICE IS ONLY PERMITTED FOLLOWING INSPECTION AND

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APPROVAL OF HWSA REPRESENTATIVE.

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3. FULL CIRCUMFERENTIAL GASKET TO BE USED ON A.C. PIPE & CAST IRON

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PIPE.

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4. OUTLET SEAL GASKET IS TO BE USED FOR DUCTILE IRON, PVC, STEEL,

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POLYETHYLENE, FIBERGLASS, & LARGER SIZES OF CAST IRON PIPE, & FOR

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APPLICATIONS WITH FLUCTUATING PRESSURE VARIATIONS. THE OUTLET SEAL

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GASKETED SLEEVES ARE FOR ALL SIZES OF PIPE & OUTLETS, ESPECIALLY

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FOR LARGER DIAMETER APPLICATIONS & HIGHER WORKING PRESSURE

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REQUIREMENTS.

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%%UELEVATION

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INSTALL STAINLESS STEEL

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TERMINATION SLEEVE AS

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MANUFACTURED BY

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POWERSEAL, JCM (MODEL 159),

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OR EQUAL

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CAP OR PLUG CORPORATION

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STOP WITH FITTING

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SEWER MAIN BY 6" WYE (TYP.)

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45%%D%% BEND (TYP.)

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EXISTING LATERAL

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%%UPLAN

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SLOPE

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RIGHT-OF-WAY OR EASEMENT LINE

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EXISTING SEWER MAIN

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EXISTING LATERAL CONNECTION

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TO BE REMOVED AND

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REPLACED WITH NEW PIPE

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MIN.

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MIN.

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DETAIL S17

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SCALE:

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NOT TO SCALE

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DATE:

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MARCH 24, 2025

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HORSHAM WATER & SEWER AUTHORITY

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SANITARY LATERAL

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ABANDONMENT OR

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CONNECTION TO EXISTING

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%%UNOTES:

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FOR ABANDONMENT OF EXISTING LATERAL:

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1. PLUG UPSTREAM MANHOLE AND BYPASS PUMP AS NEEDED.

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2. THOROUGHLY CLEAN AND VIDEO INSPECT SEWER MAIN FROM UPSTREAM MANHOLE TO

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DOWNSTREAM MANHOLE TO THE SATISFACTION OF HWSA, PRIOR TO REMOVAL OF LATERAL

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BY A NASSCO CERTIFIED CONTRACTOR.

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3. CUT OUT AND REMOVE EXISTING LATERAL, LENGTH AS DETERMINED BY HWSA.

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4. INSTALL NEW PIPE SECTION, WITH APPROVED MATERIAL BY HWSA, WITH REPAIR

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COUPLINGS.

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5. INSTALL NEW C.I.P.P. LINER 12" BEYOND EACH JOINT OF NEW CUT IN PIPE SECTION.

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6. TELEVISE REPAIR FROM UPSTREAM MANHOLE TO DOWNSTREAM MANHOLE.

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7. ALL VIDEO INSPECTIONS SHALL BE FORWARDED TO HWSA UPON COMPLETION, FOR

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ACCEPTANCE OF WORK.

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8. APPLICANT TO PROVIDE STRAIGHT LINE DIAGRAMS UPON COMPLETION OF ABANDONMENT.

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%%UNOTES:

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FOR PROPOSED CONNECTION TO EXISTING LATERAL:

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1. CONTRACTOR TO EXCAVATE.

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2. HWSA TO INSPECT.

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3. CONTRACTOR SHALL TELEVISE EXISTING LATERAL

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AND MAIN UPSTREAM MANHOLE TO DOWNSTREAM

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MANHOLE BY A NASSCO CERTIFIED CONTRACTOR.

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4. REUSE OF EXISTING LATERAL IS ONLY

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PERMISSIBLE IF AUTHORIZED BY HWSA FOLLOWING

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REVIEW OF TELEVISING VIDEO.

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CLEANOUT

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(SIZE & MATERIAL MAY VARY)

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REPAIR COUPLINGS (TYP.)

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REPAIR COUPLINGS (TYP.)

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IF LATERAL TO REMAIN FROM STRUCTURE: SEAL AT

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FIRST JOINT, CUT, CAP, AND CONCRETE ENCASE AS

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DIRECTED BY HWSA OR ITS REPRESENTATIVE

AutoCAD SHX Text %%UPennDOT ROADWAY TRENCH DETAIL

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NOT TO SCALE

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12" MIN.

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2" WIDE SEAL-TYP.

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SAW CUT EDGE AND SEAL WITH HOT BITUMINOUS MATERIAL PG64-22 JOINT SEAL, TYPICAL.

AutoCAD SHX Text IF RESTORATION TAKES PLACE AFTER 90 DAYS AFTER COMPLETING BACKFILL, SEE RESTORATION DETAILS.

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RECOMPACT SURFACE OF TRENCH BACKFILL

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AASHTO #57 STONE PLACED IN 4" LIFTS & MECHANICALLY TAMPED

AutoCAD SHX Text *FOR TRENCH WIDER THAN 4'-0" THE CONCRETE BASE COURSE SHALL BE REINFORCED WITH ONE ROW #6 BAR @ 8" C.C., WHICH SHALL SPAN BETWEEN CUTBACK LIMITS. NOTE: ALL RESTORATION SHALL BE IN ACCORDANCE WITH 67 PA CODE CHAPTER 469. SPECIAL CONDITIONS OF OCCUPANCY PERMIT MAY SUPERCEDE THIS DETAIL.

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PERMANENT PAVEMENT RESTORATION TO BE IN ACCORDANCE WITH HOP REQUIREMENTS

AutoCAD SHX Text TEMPORARY RESTORATION -2" SUPERPAVE ASPHALT MIXTURE DESIGN, 9.5 mm MIX, PG 64-22, HMA WEARING COURSE, 3 TO 10 MILLION ESALS, SRL-H -6" 2A STONE SUBBASE

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EXCAVATED

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CLEAN FILL REQUIREMENTS: IF THE SITE WILL NEED TO IMPORT OR EXPORT MATERIAL 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 .

AutoCAD SHX Text GENERAL EROSION & SEDIMENT CONTROL NOTES: 1. THE CONTRACTOR SHALL ASSURE THAT AN APPROVED EROSION & SEDIMENT CONTROL THE CONTRACTOR SHALL ASSURE THAT AN APPROVED EROSION & SEDIMENT CONTROL PLAN IS BEING IMPLEMENTED AND MAINTAINED FOR ALL OFFSITE BORROW OR SPOIL SITES. 1.1. ALL FILL MATERIALS TO BE USED ON THIS SITE SHALL BE CLEAN FILL UNLESS ALL FILL MATERIALS TO BE USED ON THIS SITE SHALL BE CLEAN FILL UNLESS OTHERWISE APPROVED BY THE MUNICIPALITY AND THE CONSERVATION DISTRICT. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM DUE DILIGENCE IN DETERMINING THAT FILL IS CLEAN. 1.2. INVESTIGATIVE TECHNIQUES SHALL INCLUDE, BUT ARE NOT LIMITED TO, VISUAL INVESTIGATIVE TECHNIQUES SHALL INCLUDE, BUT ARE 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. 2. SEEDING, MULCHING AND FERTILIZING SHALL BE IN ACCORDANCE WITH THE SEEDING AND SEEDING, MULCHING AND FERTILIZING SHALL BE IN ACCORDANCE WITH THE SEEDING AND MULCHING SCHEDULE NOTED UNDER TEMPORARY AND PERMANENT STABILIZATION. 3. ANY SEDIMENT OR MUD THAT IS TRACKED ONTO THE PUBLIC ROADWAYS MUST BE ANY SEDIMENT OR MUD THAT IS TRACKED ONTO THE PUBLIC ROADWAYS MUST BE CLEANED OFF IMMEDIATELY BY BROOMING AND/OR SHOVELING TO THE SATISFACTION OF THE TOWNSHIP AT THE EXPENSE OF THE DEVELOPER AND/OR RESPONSIBLE CONTRACTOR. USE OF A BACKHOE BUCKET TO SCRAPE ROADWAY SURFACE IS PROHIBITED. WHERE SAND AND/OR SEDIMENT IS CAUSING SLICK OR HAZARDOUS CONDITIONS, ROADWAY SURFACE SHALL BE PRESSURE WASHED TO REMOVE THE CONDITION. ALL SEDIMENT LADEN WATER MUST BE FILTERED IN A MANNER SATISFACTORY TO THE MONTGOMERY COUNTY CONSERVATION DISTRICT BEFORE ENTERING STORM SEWERS AND/OR DRAINAGE CHANNELS. 4. NO SEDIMENT OR SEDIMENT LADEN WATER MUST BE ALLOWED TO LEAVE THE SITE NO SEDIMENT OR SEDIMENT LADEN WATER MUST BE ALLOWED TO LEAVE THE SITE WITHOUT FIRST BEING FILTERED TO THE SATISFACTION OF MONTGOMERY COUNTY CONSERVATION DISTRICT. ANY PUMPED WATER MUST BE DIRECTED TO A FILTER BAG DEVICE DISCHARGING OVER NON-DISTURBED AREAS. 5. THE SEDIMENT AND EROSION CONTROL MEASURES SHOWN ON THIS PLAN HAVE BEEN THE SEDIMENT AND EROSION CONTROL MEASURES SHOWN ON THIS PLAN HAVE BEEN PREPARED IN ACCORDANCE WITH REQUIREMENTS OF THE MONTGOMERY COUNTY CONSERVATION DISTRICT. GILMORE AND ASSOCIATES DOES NOT TAKE ANY RESPONSIBILITY IN OBSERVING AND CERTIFYING THE CONSTRUCTION OF THESE FACILITIES UNLESS REQUESTED SPECIFICALLY BY THE OWNER AND/OR CONTRACTOR. THEREFORE GILMORE AND ASSOCIATES DOES NOT ACCEPT ANY RESPONSIBILITY FOR DAMAGES AS A RESULT OF IMPROPER CONSTRUCTION AND/OR MAINTENANCE OF FACILITIES DURING CONSTRUCTION. 5.1. THE APPLICANT AND HIS DESIGNATED REPRESENTATIVE ARE RESPONSIBLE FOR THE APPLICANT AND HIS DESIGNATED REPRESENTATIVE ARE RESPONSIBLE FOR INSURING THAT A LICENSED PROFESSIONAL HAS OVERSIGHT RESPONSIBILITIES FOR THE DESIGN AND PROPER INSTALLATION OF STORMWATER BMPs IDENTIFIED IN THESE PLANS (IF ANY) PRIOR TO SUBMISSION OF A 'NOTICE OF TERMINATION' FOR THE PROJECT. THE LICENSED PROFESSIONAL SHALL CERTIFY THAT THE STORMWATER BMPs IDENTIFIED IN THE PLAN HAVE BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN. 5.2. THE INSTALLATION SCHEDULE AND MAINTENANCE REQUIREMENTS FOR ANY AND ALL THE INSTALLATION SCHEDULE AND MAINTENANCE REQUIREMENTS FOR ANY AND ALL IDENTIFIED STORMWATER MANAGEMENT BMPs INCLUDED IN THESE PLANS MUST BE FOLLOWED. FAILURE TO COMPLY WITH PLAN SPECIFICATIONS IS A VIOLATION OF THE CLEAN STREAM LAW AND CLEAN WATER ACT.

AutoCAD SHX Text MONTGOMERY COUNTY CONSERVATION DISTRICT STANDARD EROSION & SEDIMENT CONTROL NOTES: 1. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SIDE SLOPES MUST BE 2:1 STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SIDE SLOPES MUST BE 2:1 OR FLATTER. 2. THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED. 3. UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE CONTRACTOR SHALL ASSURE THAT UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE CONTRACTOR SHALL ASSURE THAT THE BEST MANAGEMENT PRACTICES ARE IMPLEMENTED, OPERATED, AND MAINTAINED PROPERLY AND COMPLETELY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL BEST MANAGEMENT PRACTICE FACILITIES AND SHALL INCLUDE COMPLETE, WRITTEN LOGS OF THOSE INSPECTIONS WHICH SHALL BE MADE AVAILABLE TO THE MONTGOMERY COUNTY CONSERVATION DISTRICT. ALL MAINTENANCE WORK, INCLUDING CLEANING, REPAIR, REPLACEMENT, REGARDING, RESEEDING, AND RESTABILIZATION SHALL BE PERFORMED IMMEDIATELY. 4. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS A PUMPED WATER FILTER BAG DISCHARGING OVER NON-DISTURBED AREAS. 6. THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS OF THE APPENDIX 64, EROSION CONTROL RULES AND REGULATIONS, TITLE 25, PART 1, DEPARTMENT OF ENVIRONMENTAL PROTECTION, SUBPART C, PROTECTION OF NATURAL RESOURCES, ARTICLE III, WATER RESOURCES, CHAPTER 102, EROSION CONTROL. 7. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS TO THE PROJECT ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS TO THE PROJECT SITE FOR GRADING AND ACQUIRING BORROW TO CONSTRUCT THOSE BMP'S. EROSION AND SEDIMENT BMP'S MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMP'S. 8. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMP'S MUST BE STABILIZED IMMEDIATELY. 9. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION. EACH STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED TO THOSE ARE DESCRIBED IN EACH STAGE. 10. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE OR SHOULD A TEMPORARY IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE OR SHOULD A TEMPORARY CESSATION OF ACTIVITY OCCUR WHICH WILL LAST LONGER THAN 4 DAYS, THE OPERATOR SHALL STABILIZE ANY AREAS DISTURBED BY THE ACTIVITIES. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN ONE YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE AT FINISHED GRADE OR WHICH WILL NOT BE REDISTURBED WITHIN ONE YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS. 11. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS.

AutoCAD SHX Text MATERIAL RECYCLING/DISPOSAL REQUIREMENTS: : 1. PROCEDURES WHICH ENSURE THAT THE PROPER MEASURES FOR THE RECYCLING PROCEDURES WHICH ENSURE THAT THE PROPER MEASURES FOR THE RECYCLING OR DISPOSAL OF MATERIALS ASSOCIATED WITH OR FROM THE PROJECT SITE WILL BE UNDERTAKEN IN ACCORDANCE WITH DEP'S SOLID WASTE MANAGEMENT REGULATIONS, AND/OR ANY ADDITIONAL LOCAL, STATE OR FEDERAL REGULATIONS. NO BUILDING MATERIALS (USED OR UNUSED) OR WASTE MATERIALS SHALL BE BURNED, BURIED, DUMPED OR DISCHARGED AT THE SITE. 2. THE OPERATOR SHALL REMOVE FROM THIS SITE, RECYCLE, OR DISPOSE OF ALL THE OPERATOR SHALL REMOVE FROM THIS SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THIS SITE. 3. THE FOLLOWING MATERIALS ARE ANTICIPATED TO BE CONSTRUCTION WASTE: THE FOLLOWING MATERIALS ARE ANTICIPATED TO BE CONSTRUCTION WASTE: ASPHALT PAVING, CONCRETE PAVING/SPOILS, STEEL/IRON PIPING, AND PLASTIC PIPING.

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SEEDING AND MULCHING SCHEDULE

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1. SITE PREPARATION, STABILIZATION, AND MAINTENANCE SHALL BE PERFORMED IN 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 T: OATS IN SPRING, CEREAL RYE IN FALL PERMANENT SEEDING SPECIFICATION FORMULA B - RESIDENTIAL MIX 50% KENTUCKY BLUEGRASS MIXTURE 30% CREEPING RED FESCUE OR CHEWING FESCUE 20% PERENNIAL RYEGRASS MIXTURE STEEP SLOPE SEEDING SPECIFICATION FORMULA C - CONSERVATION MIX 50% NURSERY CROP: OATS IN SPRING, CEREAL RYE IN FALL NURSERY CROP: OATS IN SPRING, CEREAL RYE IN FALL 10% LITTLE BLUESTEM 7.5% SHOWY TICK-TREFOIL 13.3% PARTRIDGE PEALITTLE BLUESTEM 7.5% SHOWY TICK-TREFOIL 13.3% PARTRIDGE PEA7.5% SHOWY TICK-TREFOIL 13.3% PARTRIDGE PEASHOWY TICK-TREFOIL 13.3% PARTRIDGE PEA13.3% PARTRIDGE PEAPARTRIDGE PEA10% BIG BLUESTEM 3% CANADA WILDRYE 3.67% BLACK-EYED SUSAN BIG BLUESTEM 3% CANADA WILDRYE 3.67% BLACK-EYED SUSAN 3% CANADA WILDRYE 3.67% BLACK-EYED SUSAN CANADA WILDRYE 3.67% BLACK-EYED SUSAN 3.67% BLACK-EYED SUSAN BLACK-EYED SUSAN 2% PURPLE TOP 0.5% SMOOTH BLUE ASTER PURPLE TOP 0.5% SMOOTH BLUE ASTER 0.5% SMOOTH BLUE ASTER SMOOTH BLUE ASTER SEEDING RATE FOR THE ABOVE MIXTURES: 6 LBS/1,000 SY FOR TEMPORARY SEEDING 42 LBS/1,000 SY FOR PERMANENT SEEDING 12 LBS/1,000 SY FOR STEEP SLOPE SEEDING (SEE NOTE 5) OTHER SEED MIXES, AS MAY BE SPECIFIED ON LANDSCAPE PLANS, SHALL MEET THE REQUIREMENTS AND SEEDING RATES NOTED ON THAT PLAN. THE ABOVE SPECIFICATIONS ARE TO BE USED WHERE SPECIFIC SEED MIXES ARE NOT NOTED. 2. HAY OR STRAW MULCH SHALL BE APPLIED AT THE RATES OF AT LEAST 3.0 TONS PER HAY OR STRAW MULCH SHALL BE APPLIED AT THE RATES OF AT LEAST 3.0 TONS PER ACRE. STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN. HAY OR STRAW MULCH SHALL BE ANCHORED WITH MULCH CONTROL NETTING OR OTHER METHODS TO PREVENT BEING WINDBLOWN. 3. PULVERIZED AGRICULTURAL LIMESTONE AND COMMERCIAL FERTILIZER SHALL BE APPLIED TO PULVERIZED AGRICULTURAL LIMESTONE AND COMMERCIAL FERTILIZER SHALL BE APPLIED TO ALL DISTURBED AREAS WHICH ARE TO BE SEEDED EXCEPT FOR TEMPORARY SEED AREAS ARE THE FOLLOWING RATES: PULVERIZED AGRICULTURAL LIMESTONE - 90 LBS/1,000 SF 90 LBS/1,000 SF 10-20-20 ANALYSIS COMMERCIAL FERTILIZER - 20 LBS/1,000 SF 20 LBS/1,000 SF NOTE: APPLICATION OF LIME AND FERTILIZER FOR TEMPORARY SEEDING IS UNNECESSARY 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 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. 5. STEEP SLOPE AREAS, CONSIDERED SLOPES GREATER THAN 3:1, SHALL BE PROTECTED FROM STEEP SLOPE AREAS, CONSIDERED SLOPES GREATER THAN 3:1, SHALL BE PROTECTED FROM EROSION BY ONE OF THE FOLLOWING METHODS. MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED FOR PARTICULAR METHOD AND SPECIFIC SITE CONDITIONS. FLEXIBLE GROWTH MEDIUM: SHALL BE HYDRAULICALLY APPLIED COMBINATION OF SEED, SHALL BE HYDRAULICALLY APPLIED COMBINATION OF SEED, MULCH, AND EROSION PROTECTION MATERIAL SIMILAR TO "FLEXTERRA" BY ACF OR EQUAL BY OTHER MANUFACTURER. EROSION CONTROL MATTING: SHALL BE TEMPORARY MATTING SIMILAR TO SC350 BY NORTH SHALL BE TEMPORARY MATTING SIMILAR TO SC350 BY NORTH AMERICAN GREEN OR EQUAL BY OTHER MANUFACTURER.

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%%UTREE PROTECTION DETAIL

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NOT TO SCALE

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EXISTING GRADE

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%%UELEVATION

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TREES TO BE PRESERVED

AutoCAD SHX Text TREE PROTECTION NOTES 1. TREE PROTECTION SHALL BE PROVIDED FOR ANY AND ALL TREES TO BE PRESERVED DURING AND AFTER CONSTRUCTION TO THE EXTENT 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 TO ANY TREES OR SHRUBS. BOARDS, FENCING, ETC. SHALL NOT BE NAILED TO ANY TREES OR SHRUBS. 3. ROOTS SHALL NOT BE CUT IN AN AREA INSIDE THE DRIP-LINE OF THE TREE BRANCHES. ROOTS SHALL NOT BE CUT IN AN AREA INSIDE THE DRIP-LINE OF THE TREE BRANCHES. 4. TREE LIMB REMOVAL, WHERE NECESSARY, SHALL BE PERFORMED UNDER THE IMMEDIATE SUPERVISION OF A CERTIFIED ARBORIST. PRUNING 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 ORANGE CONSTRUCTION FENCE PLACED AROUND DRIP-LINE OF TREES TO BE PRESERVED

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STEEL SNOWFENCE POSTS @ 8'-0" O.C.

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%%USIDE VIEW

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%%USEDIMENT FILTER BAG FOR PUMPED WATER

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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

AutoCAD SHX Text HIGH STRENGTH STRAP or CLAMP FOR HOLDING HOSE IN PLACE

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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

AutoCAD SHX Text HIGH STRENGTH STRAP or CLAMP FOR HOLDING HOSE IN PLACE

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 2026 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED

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AS NOTED

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HORSHAM ROAD DEMOLITION

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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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SCALE:

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BY

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DATE

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ENGINEERING & CONSULTING SERVICES

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GILMORE & ASSOCIATES, INC.

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EROSION CONTROL NOTES AND DETAILS

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CONSTRUCTION PLANS

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HORSHAM TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIAPENNSYLVANIA

AutoCAD SHX Text 26-01054

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GA

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TMW

AutoCAD SHX Text 10/14/2026

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2.81 AC

AutoCAD SHX Text 36-00-05680-00-8

AutoCAD SHX Text 26-01054

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OWNERS INFO:

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HORSHAM TOWNSHIP

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1025 HORSHAM ROAD

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HORSHAM, PA 19044

AutoCAD SHX Text 215-643-3131

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OF

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SHEET NO.:

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%%UCOMPOST SOCK "SILT FENCE" DETAIL

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COMPOST SOCK

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STAKE ON CL, 10' O.C. LINEAL SPACING

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%%UPLAN VIEW: SLOPE PROTECTION (SILT FENCE)

AutoCAD SHX Text NOTES: 1. COMPOST SOCK SHALL BE "SILTSOXX" AS SUPPLIED COMPOST SOCK SHALL BE "SILTSOXX" AS SUPPLIED BY MCS INC. (1971 N. BLACK HORSE PIKE, WILLIAMSTOWN, NJ 08094, 856-629-1044, www.mcsnjinc.com) OR EQUAL PRODUCT BY OTHER MANUFACTURER. 2. FOR INSTALLATIONS ON EXISTING PAVEMENT, CINDER FOR INSTALLATIONS ON EXISTING PAVEMENT, CINDER BLOCKS ON DOWNSTREAM SIDE MAY BE USED IN LIEU OF WOOD STAKES TO ANCHOR THE SOCKS. 3. UPON COMPLETION OF THE PROJECT, COMPOST UPON COMPLETION OF THE PROJECT, COMPOST MATERIAL SHALL BE MIXED WITH ONSITE SOIL/TOPSOIL AND SPREAD ON THE SITE AS DETAILED IN SEEDING AND MULCHING SCHEDULE. 4. SOCK FABRIC SHALL BE 5mil PHOTO-DEGRADABLE, SOCK FABRIC SHALL BE 5mil PHOTO-DEGRADABLE, HDPE FOR INSTALLATIONS LESS THAN 9 MONTHS. FOR PROJECTS WITH LONGER DURATIONS, SOCKS SHALL BE MULTI-FILAMENT POLYPROPYLENE FABRIC. 5. INFILL MATERIAL SHALL BE WEED FREE COMPOST INFILL MATERIAL SHALL BE WEED FREE COMPOST DERIVED FROM WELL-DECOMPOSED ORGANIC MATTER. COMPOST SHALL BE PRODUCED USING AEROBIC COMPOSTING PROCESS MEETING CFR 503 REGULATIONS. COMPOST MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS: ORGANIC MATTER CONTENT 25% - 100% 25% - 100% ORGANIC PORTION FIBROUS & ELONGATED FIBROUS & ELONGATED pH 5.5 - 8.5 5.5 - 8.5 MOISTURE CONTENT 30% - 60% 30% - 60% PARTICLE SIZE 30-50% PASS 3/8" SIEVE 30-50% PASS 3/8" SIEVE SOLUBLE SALT 5.0 dS/m MAXIMUM 5.0 dS/m MAXIMUM 6. COMPOST SOCKS SHALL BE PLACED AT LEVEL GRADE COMPOST SOCKS SHALL BE PLACED AT LEVEL GRADE AND BOTH ENDS EXTENDED 8' MIN. UP SLOPE AT 45°ANGLE. 7. ACCUMULATED SEDIMENT SHALL BE REMOVED WHENIT ACCUMULATED SEDIMENT SHALL BE REMOVED WHENIT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED OF IN APPROVED UPLAND AREA.

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AutoCAD SHX Text 2"x2" WOOD STAKE, 10' ON CENTER

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COMPOST SOCK, SEE PLAN VIEW FOR SIZE(S)

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%%USECTION VIEW: COMPOST SOCK INSTALLATION

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NOT TO SCALE

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BLOWN/PLACED FILTER MEDIA

AutoCAD SHX Text ALL BRUSH & HERBACEOUS PLANTS ALONG COMPOST SOCK AREA SHALL BE REMOVED AND/OR CUT DOWN TO GROUND LEVEL PRIOR TO INSTALLATION COMPOST SOCK(S).

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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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