7-Addendum 1 9-01-2026 Construction Plans for Hinkel Lane Kayak Launch.pdf
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7-Addendum 1 Construction Plans for Hinkel Lane Kayak Launch
This document is Addendum 1 to the construction plans for the Hinkel Lane Kayak Launch project, prepared by Greenman-Pedersen, Inc. for South Middleton Township, Cumberland County, Pennsylvania, dated August 17, 2026. The project involves construction of a concrete kayak launch facility with associated improvements including parking areas, railings, sidewalks, line painting, erosion and sediment controls, and final seeding on parcels totaling 30.05 acres at Hinkel Lane in South Middleton Township. The project location is situated within the 100-year flood plain as indicated on the Flood Insurance Rate Map (Community Panel Number 420371 0244 F, effective September 7, 2023). The construction plans encompass comprehensive drawings including existing conditions and demolition plans, layout plans, grading and drainage plans, erosion and sediment control details, and construction details. The project requires compliance with zoning classification AC (Agricultural & Conservation) with a maximum impervious coverage of 35 percent, though the proposed development maintains only 2.50 percent impervious coverage. Site coverage calculations indicate existing impervious surfaces of 20,596 square feet, with demolition of 2,194 square feet of existing bituminous pavement and proposed new impervious surfaces totaling 14,531 square feet, including 13,939 square feet of light-duty bituminous pavement, 220 square feet of heavy-duty concrete, 352 square feet of concrete sidewalks, and 20 square feet of concrete wall.
The project requires contractors to comply with comprehensive specifications including notification to Pennsylvania One-Call System at least three working days prior to construction, utility coordination with South Middleton Township Municipal Authority, Pennsylvania Electric Co., and UGI Utilities Inc., and compliance with all federal, state, and local environmental regulations. Contractors must obtain all necessary permits and approvals for off-site material sources and disposal facilities at no additional cost to the owner. The contractor is responsible for all costs associated with bypass pumping, barricading and closing/reopening of excavations, and debris disposal in accordance with federal, state, county, and local laws. A corrected copy of plans showing actual construction dimensions, certified by a professional engineer, must be submitted within thirty days after completion and approval by South Middleton Township. Record as-built drawings for all stormwater facilities must be submitted by the developer's professional engineer prior to occupancy or release of financial security. A speed limit of 15 miles per hour is mandated for all roadways within the site, and all project signs must be mounted at a height of seven feet measured from the bottom of the sign to the ground.
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REVISIONS
NO. REVISION DATE
DRAWN/DESIGN BY CHECKED BY
PREPARED FOR
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8-17-2026
SOUTH MIDDLETON
TOWNSHIP
520 PARK DR
BOILING, PA 17007
Construction Management
Engineering Design Planning
52 Glenmaura National Blvd.
Suite 302, P.O. Box 5777 Scranton, PA 18505
Greenman-Pedersen, Inc.
GPINET.COM570.342.3700
AS NOTED
SCR-2504002.07
COVER
SHEET
CS
HINKEL LN
SOUTH MIDDLETON TOWNSHIP
CUMBERLAND COUNTY , PA
LOCATION MAP
CONSTRUCTION PLANS
FOR
HINKEL LANE KAYAK LAUNCH
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REGISTERED
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PROFESSIONAL
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ENGINEER
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PE078670
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MATTHEW JOHN CHORBA
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SCALE IN FEET
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PROJECT LOCATION
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INDEX OF DRAWINGS
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COVER SHEET
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GENERAL AND SPECIFICATIONS NOTES
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OVERALL LEGEND
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EXISTING CONDITIONS AND DEMOLITION PLAN
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LAYOUT PLAN
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GRADING AND DRAINAGE PLAN
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EROSION AND SEDIMENT CONTROL PLAN
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EROSION AND SEDIMENT CONTROL NOTES
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EROSION AND SEDIMENT CONTROL DETAILS
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EROSION AND SEDIMENT CONTROL DETAILS
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CONSTRUCTION DETAILS
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CONSTRUCTION DETAILS
1-800-242-1776
SYSTEM, INC.
POCS SERIAL NUMBER
CALL BEFORE YOU DIG!
PENNSYLVANIA LAW REQUIRES
3 WORKING DAYS NOTICE FOR
CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL
20260641870-000
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8-17-2026
SOUTH MIDDLETON
TOWNSHIP
520 PARK DR
BOILING, PA 17007
Construction Management
Engineering Design Planning
52 Glenmaura National Blvd.
Suite 302, P.O. Box 5777 Scranton, PA 18505
Greenman-Pedersen, Inc.
GPINET.COM570.342.3700
AS NOTED
SCR-2504002.07
GENERAL
AND
SPECIFICATIONS
NOTES
C-001
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6. EXISTING TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE. EXISTING TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE. 7. SOILS DATA AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL SOILS DATA AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL DATA AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL DATA AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL HEREON WERE TAKEN FROM THE NCRS WEB SOIL HEREON WERE TAKEN FROM THE NCRS WEB SOIL WERE TAKEN FROM THE NCRS WEB SOIL WERE TAKEN FROM THE NCRS WEB SOIL TAKEN FROM THE NCRS WEB SOIL TAKEN FROM THE NCRS WEB SOIL FROM THE NCRS WEB SOIL FROM THE NCRS WEB SOIL THE NCRS WEB SOIL THE NCRS WEB SOIL NCRS WEB SOIL NCRS WEB SOIL WEB SOIL WEB SOIL SOIL SOIL SURVEY. 8. EXISTING SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE EXISTING SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE TOPOGRAPHIC INFORMATION SHOWN HEREON ARE TOPOGRAPHIC INFORMATION SHOWN HEREON ARE INFORMATION SHOWN HEREON ARE INFORMATION SHOWN HEREON ARE SHOWN HEREON ARE SHOWN HEREON ARE HEREON ARE HEREON ARE ARE ARE BASED ON FIELD SURVEY PERFORMED ON JANUARY 12, 2026, BY GREENMAN-PEDERSEN, INC.. JANUARY 12, 2026, BY GREENMAN-PEDERSEN, INC.. , BY GREENMAN-PEDERSEN, INC.. GREENMAN-PEDERSEN, INC.. 9. THE TOPOGRAPHY SHOWN ON THE PLANS AT 1 FOOT CONTOUR INTERVALS.THE TOPOGRAPHY SHOWN ON THE PLANS AT 1 FOOT CONTOUR INTERVALS.
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PROJECT NOTES::
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%%USURVEY INFORMATION
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1. EQUITABLE OWNER/APPLICANT: SOUTH MIDDLETON TOWNSHIP EQUITABLE OWNER/APPLICANT: SOUTH MIDDLETON TOWNSHIP SOUTH MIDDLETON TOWNSHIP 520 PARK DR 520 PARK DR BOILING, PA 17007 BOILING, PA 17007 BOILING, PA 17007 2. ENGINEER GREENMAN-PEDERSEN, INC. ENGINEER GREENMAN-PEDERSEN, INC. GREENMAN-PEDERSEN, INC. 52 GLENMAURA NATIONAL BLVD. SUITE 302 SUITE 302 SCRANTON, PA. 18505 3. NAME OF DEVELOPMENT: HINKEL ROAD KAYAK LAUNCH HINKEL ROAD KAYAK LAUNCH 4. ADDRESS: HINKEL LN HINKEL LN SOUTH MIDDLETON TOWNSHIP, PA 5. SITE DATA: PARCEL ID: 40-11-0286EX, 40-11-0286-085EX PARCEL ID: 40-11-0286EX, 40-11-0286-085EX PARCEL SIZE: 4.75 AC, 25.30 AC ZONING REQUIREMENTS
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ZONING CLASSIFICATION - AC (AGRICULTURAL & CONSERVATION)
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REQUIRED
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PROVIDED
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MINIMUM LOT AREA (SF)
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LOT FRONTAGE/LOT WIDTH
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FRONT YARD
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EACH SIDE YARD
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MAXIMUM IMPERVIOUS COVERAGE
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PARKING REQUIREMENTS
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PERMITTED USED: RECREATIONAL FACILITYRECREATIONAL FACILITY
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TOTAL PARKING SPACES REQUIRED
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SITE COVERAGE TOTAL PARCEL AREA: 30.05 ACRES30.05 ACRESACRES
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EXISTING IMPERVIOUS COVERAGE
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EXISTING
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EXITING BIT. PAVEMENT, BUILDING, GRAVEL AND CONCRETE
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TOTAL EXISTING IMPERVIOUS
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IMPERVIOUS DEMOLITION ITEMS
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EXITING BIT. PAVEMENT, TBR
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TOTAL EXISTING IMPERVIOUS, TBR
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PROPOSED COVERAGE
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NEW ON SITE IMPERVIOUS
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PROPOSED LIGHT DUTY BIT. PAVEMENT
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PROPOSED HEAVY DUTY CONCRETE
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PROPOSED CONCRETE SIDEWALKS
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PROPOSED CONCRETE WALL
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TOTAL PROPOSED IMPERVIOUS
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SOILS INFORMATION
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SOIL NAME
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SYMBOL
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ALLEGHENY SILT LOAM, 3 TO 8 PERCENT SLOPES
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MELVIN SILT LOAM
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UTILITY LIST
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UTILITY COMPANY
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ADDRESS
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CONTACT PERSON
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CONTACT INFORMATION
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SOUTH MIDDLETON TWP MUNI AUTH
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345 LEAR LN PO BOX 8 BOILING SPRINGS, PA. 17007
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JOSEPHINE HALL
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PHONE
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717-258-6476 EXT. 225
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PENNSYLVANIA ELECTRIC CO
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341 WHITE POND DRIVE AKRON, OH. 44320
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MELLYSSA ADAMS
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PHONE
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UGI UTILITIES INC
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1301 AIP DR MIDDLETOWN, PA. 17057
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GEOFFREY FERGUSON
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PHONE
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GFERGUSON@UGI.COM
AutoCAD SHX Text UTILITY CONTACT IN FORMATION WAS PROVIDED BY THE PENNSYLVANIA ONE CALL SYSTEM, INC. UTILITIES AND CONTACT INFORMATION SHOWN ON THESE PLANS MAY NOT BE COMPLETE AND ARE SUBJECT TO CHANGE AT ANY TIME. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM, INC. PRIOR OR ANY CONSTRUCTION ACTIVITY IN ACCORDANCE WITH ACT 287 OF THE GENERAL ASSEMBLY, AS AMENDED
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10. THERE ARE NO EXISTING WETLANDS WITHIN THE PROJECT AREA BASED ON FIELD INVESTIGATION AND REVIEW OF NWI MAPPING. 11. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE UTILITIES SHOWN HEREON ARE APPROXIMATE UTILITIES SHOWN HEREON ARE APPROXIMATE SHOWN HEREON ARE APPROXIMATE SHOWN HEREON ARE APPROXIMATE HEREON ARE APPROXIMATE HEREON ARE APPROXIMATE ARE APPROXIMATE ARE APPROXIMATE APPROXIMATE APPROXIMATE AND ARE BASED ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS ARE BASED ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS ARE BASED ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BASED ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BASED ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS OBSERVABLE SURFACE STRUCTURES AND RECORDS OBSERVABLE SURFACE STRUCTURES AND RECORDS SURFACE STRUCTURES AND RECORDS SURFACE STRUCTURES AND RECORDS STRUCTURES AND RECORDS STRUCTURES AND RECORDS AND RECORDS AND RECORDS RECORDS RECORDS BY UTILITY USERS FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND UTILITY USERS FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND UTILITY USERS FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND USERS FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND USERS FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND ONE CALL SYSTEM. LOCATIONS AND ONE CALL SYSTEM. LOCATIONS AND CALL SYSTEM. LOCATIONS AND CALL SYSTEM. LOCATIONS AND SYSTEM. LOCATIONS AND SYSTEM. LOCATIONS AND LOCATIONS AND LOCATIONS AND AND AND DEPTHS ARE APPROXIMATE. GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL ARE APPROXIMATE. GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL ARE APPROXIMATE. GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL APPROXIMATE. GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL APPROXIMATE. GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL DOES NOT GUARANTEE THAT ALL DOES NOT GUARANTEE THAT ALL NOT GUARANTEE THAT ALL NOT GUARANTEE THAT ALL GUARANTEE THAT ALL GUARANTEE THAT ALL THAT ALL THAT ALL ALL ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY UTILITIES ARE SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY UTILITIES ARE SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY ARE SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY ARE SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY CONTRACTORS ARE REQUIRED TO CONTACT UTILITY CONTRACTORS ARE REQUIRED TO CONTACT UTILITY ARE REQUIRED TO CONTACT UTILITY ARE REQUIRED TO CONTACT UTILITY REQUIRED TO CONTACT UTILITY REQUIRED TO CONTACT UTILITY TO CONTACT UTILITY TO CONTACT UTILITY CONTACT UTILITY CONTACT UTILITY UTILITY UTILITY PROVIDERS NOT LESS THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY NOT LESS THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY NOT LESS THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY LESS THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY LESS THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY MORE THAN 10 DAYS PRIOR TO BEGINNING ANY MORE THAN 10 DAYS PRIOR TO BEGINNING ANY THAN 10 DAYS PRIOR TO BEGINNING ANY THAN 10 DAYS PRIOR TO BEGINNING ANY 10 DAYS PRIOR TO BEGINNING ANY 10 DAYS PRIOR TO BEGINNING ANY DAYS PRIOR TO BEGINNING ANY DAYS PRIOR TO BEGINNING ANY PRIOR TO BEGINNING ANY PRIOR TO BEGINNING ANY TO BEGINNING ANY TO BEGINNING ANY BEGINNING ANY BEGINNING ANY ANY ANY EXCAVATION OR DEMOLITION WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER OR DEMOLITION WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER OR DEMOLITION WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER DEMOLITION WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER DEMOLITION WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER THEY ARE REQUIRED TO COMPLY WITH ALL OTHER THEY ARE REQUIRED TO COMPLY WITH ALL OTHER ARE REQUIRED TO COMPLY WITH ALL OTHER ARE REQUIRED TO COMPLY WITH ALL OTHER REQUIRED TO COMPLY WITH ALL OTHER REQUIRED TO COMPLY WITH ALL OTHER TO COMPLY WITH ALL OTHER TO COMPLY WITH ALL OTHER COMPLY WITH ALL OTHER COMPLY WITH ALL OTHER WITH ALL OTHER WITH ALL OTHER ALL OTHER ALL OTHER OTHER OTHER PROCEDURES OF PENNSYLVANIA ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION OF PENNSYLVANIA ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION OF PENNSYLVANIA ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION PENNSYLVANIA ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION PENNSYLVANIA ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION 30, AS MOST CURRENTLY AMENDED. INFORMATION 30, AS MOST CURRENTLY AMENDED. INFORMATION AS MOST CURRENTLY AMENDED. INFORMATION AS MOST CURRENTLY AMENDED. INFORMATION MOST CURRENTLY AMENDED. INFORMATION MOST CURRENTLY AMENDED. INFORMATION CURRENTLY AMENDED. INFORMATION CURRENTLY AMENDED. INFORMATION AMENDED. INFORMATION AMENDED. INFORMATION INFORMATION INFORMATION CONCERNING UTILITIES IS NOT INTENDED FOR CONSTRUCTION PURPOSES. 12. THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, FIELD CONDITIONS (ELEVATIONS, LOCATIONS, FIELD CONDITIONS (ELEVATIONS, LOCATIONS, CONDITIONS (ELEVATIONS, LOCATIONS, CONDITIONS (ELEVATIONS, LOCATIONS, (ELEVATIONS, LOCATIONS, (ELEVATIONS, LOCATIONS, LOCATIONS, LOCATIONS, ETC.) BEFORE COMMENCING WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED BEFORE COMMENCING WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED BEFORE COMMENCING WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED COMMENCING WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED COMMENCING WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED INC. SHALL BE NOTIFIED INC. SHALL BE NOTIFIED SHALL BE NOTIFIED SHALL BE NOTIFIED BE NOTIFIED BE NOTIFIED NOTIFIED NOTIFIED IMMEDIATELY IF A CONFLICT EXISTS. 13. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND EXCAVATIONS AND LOCATE EXISTING UNDERGROUND EXCAVATIONS AND LOCATE EXISTING UNDERGROUND AND LOCATE EXISTING UNDERGROUND AND LOCATE EXISTING UNDERGROUND LOCATE EXISTING UNDERGROUND LOCATE EXISTING UNDERGROUND EXISTING UNDERGROUND EXISTING UNDERGROUND UNDERGROUND UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF TO PERMIT REVISIONS TO PLANS IF TO PERMIT REVISIONS TO PLANS IF PERMIT REVISIONS TO PLANS IF PERMIT REVISIONS TO PLANS IF REVISIONS TO PLANS IF REVISIONS TO PLANS IF TO PLANS IF TO PLANS IF PLANS IF PLANS IF IF IF REVISIONS ARE NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY ARE NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY ARE NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY NOTIFY ENGINEER IMMEDIATELY IF ANY NOTIFY ENGINEER IMMEDIATELY IF ANY ENGINEER IMMEDIATELY IF ANY ENGINEER IMMEDIATELY IF ANY IMMEDIATELY IF ANY IMMEDIATELY IF ANY IF ANY IF ANY ANY ANY DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND. 14. THE CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT THE CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT THE PENNSYLVANIA ONE-CALL NUMBER AT THE PENNSYLVANIA ONE-CALL NUMBER AT PENNSYLVANIA ONE-CALL NUMBER AT PENNSYLVANIA ONE-CALL NUMBER AT ONE-CALL NUMBER AT ONE-CALL NUMBER AT NUMBER AT NUMBER AT AT AT 1-800-242-1776, THREE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL THREE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL THREE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL DAYS PRIOR TO THE START OF WORK TO HAVE ALL DAYS PRIOR TO THE START OF WORK TO HAVE ALL PRIOR TO THE START OF WORK TO HAVE ALL PRIOR TO THE START OF WORK TO HAVE ALL TO THE START OF WORK TO HAVE ALL TO THE START OF WORK TO HAVE ALL THE START OF WORK TO HAVE ALL THE START OF WORK TO HAVE ALL START OF WORK TO HAVE ALL START OF WORK TO HAVE ALL OF WORK TO HAVE ALL OF WORK TO HAVE ALL WORK TO HAVE ALL WORK TO HAVE ALL TO HAVE ALL TO HAVE ALL HAVE ALL HAVE ALL ALL ALL UTILITIES MARKED IN THE WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MARKED IN THE WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MARKED IN THE WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IN THE WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IN THE WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THE WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THE WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IS THE RESPONSIBILITY OF THE CONTRACTOR TO IS THE RESPONSIBILITY OF THE CONTRACTOR TO THE RESPONSIBILITY OF THE CONTRACTOR TO THE RESPONSIBILITY OF THE CONTRACTOR TO RESPONSIBILITY OF THE CONTRACTOR TO RESPONSIBILITY OF THE CONTRACTOR TO OF THE CONTRACTOR TO OF THE CONTRACTOR TO THE CONTRACTOR TO THE CONTRACTOR TO CONTRACTOR TO CONTRACTOR TO TO TO MAINTAIN ALL UTILITY MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. ALL UTILITY MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. ALL UTILITY MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. UTILITY MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. UTILITY MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. THE PROJECT LIMITS FOR THE DURATION OF PROJECT. THE PROJECT LIMITS FOR THE DURATION OF PROJECT. PROJECT LIMITS FOR THE DURATION OF PROJECT. PROJECT LIMITS FOR THE DURATION OF PROJECT. LIMITS FOR THE DURATION OF PROJECT. LIMITS FOR THE DURATION OF PROJECT. FOR THE DURATION OF PROJECT. FOR THE DURATION OF PROJECT. THE DURATION OF PROJECT. THE DURATION OF PROJECT. DURATION OF PROJECT. DURATION OF PROJECT. OF PROJECT. OF PROJECT. PROJECT. PROJECT. IF UTILITY MARKINGS ARE DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY MARKINGS ARE DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY MARKINGS ARE DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MARKINGS ARE DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MARKINGS ARE DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ARE DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ARE DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING CONTRACTOR IS RESPONSIBLE FOR CONTACTING CONTRACTOR IS RESPONSIBLE FOR CONTACTING IS RESPONSIBLE FOR CONTACTING IS RESPONSIBLE FOR CONTACTING RESPONSIBLE FOR CONTACTING RESPONSIBLE FOR CONTACTING FOR CONTACTING FOR CONTACTING CONTACTING CONTACTING PA-ONE CALL FOR MARKOUT. 15. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR UTILITIES OF HIS WORK SCHEDULE PRIOR UTILITIES OF HIS WORK SCHEDULE PRIOR OF HIS WORK SCHEDULE PRIOR OF HIS WORK SCHEDULE PRIOR HIS WORK SCHEDULE PRIOR HIS WORK SCHEDULE PRIOR WORK SCHEDULE PRIOR WORK SCHEDULE PRIOR SCHEDULE PRIOR SCHEDULE PRIOR PRIOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER THE START OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER THE START OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER START OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER START OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER CONTRACTOR SHALL HAVE EACH UTILITY OWNER CONTRACTOR SHALL HAVE EACH UTILITY OWNER SHALL HAVE EACH UTILITY OWNER SHALL HAVE EACH UTILITY OWNER HAVE EACH UTILITY OWNER HAVE EACH UTILITY OWNER EACH UTILITY OWNER EACH UTILITY OWNER UTILITY OWNER UTILITY OWNER OWNER OWNER VERIFY AND MARK THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE AND MARK THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE AND MARK THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE MARK THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE MARK THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE RESPECTIVE MAIN AND SERVICE LINES IN THE RESPECTIVE MAIN AND SERVICE LINES IN THE MAIN AND SERVICE LINES IN THE MAIN AND SERVICE LINES IN THE AND SERVICE LINES IN THE AND SERVICE LINES IN THE SERVICE LINES IN THE SERVICE LINES IN THE LINES IN THE LINES IN THE IN THE IN THE THE THE FIELD BEFORE THE START OF WORK. 16. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY PRECAUTIONS TO MAINTAIN EXISTING UTILITY PRECAUTIONS TO MAINTAIN EXISTING UTILITY TO MAINTAIN EXISTING UTILITY TO MAINTAIN EXISTING UTILITY MAINTAIN EXISTING UTILITY MAINTAIN EXISTING UTILITY EXISTING UTILITY EXISTING UTILITY UTILITY UTILITY SERVICE. IN THE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR IN THE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR IN THE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR THE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR THE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR DAMAGES AN EXISTING UTILITY LINE OR DAMAGES AN EXISTING UTILITY LINE OR AN EXISTING UTILITY LINE OR AN EXISTING UTILITY LINE OR EXISTING UTILITY LINE OR EXISTING UTILITY LINE OR UTILITY LINE OR UTILITY LINE OR LINE OR LINE OR OR OR LATERAL, HE SHALL NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE HE SHALL NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE HE SHALL NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE SHALL NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE SHALL NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE OWNER IMMEDIATELY. ALL REPAIRS SHALL BE OWNER IMMEDIATELY. ALL REPAIRS SHALL BE IMMEDIATELY. ALL REPAIRS SHALL BE IMMEDIATELY. ALL REPAIRS SHALL BE ALL REPAIRS SHALL BE ALL REPAIRS SHALL BE REPAIRS SHALL BE REPAIRS SHALL BE SHALL BE SHALL BE BE BE DIRECTED BY THE UTILITY OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE BY THE UTILITY OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE BY THE UTILITY OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE THE UTILITY OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE THE UTILITY OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE UTILITY OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE UTILITY OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE AND SHALL BE MADE AT NO ADDITIONAL COST TO THE AND SHALL BE MADE AT NO ADDITIONAL COST TO THE SHALL BE MADE AT NO ADDITIONAL COST TO THE SHALL BE MADE AT NO ADDITIONAL COST TO THE BE MADE AT NO ADDITIONAL COST TO THE BE MADE AT NO ADDITIONAL COST TO THE MADE AT NO ADDITIONAL COST TO THE MADE AT NO ADDITIONAL COST TO THE AT NO ADDITIONAL COST TO THE AT NO ADDITIONAL COST TO THE NO ADDITIONAL COST TO THE NO ADDITIONAL COST TO THE ADDITIONAL COST TO THE ADDITIONAL COST TO THE COST TO THE COST TO THE TO THE TO THE THE THE DEVELOPER/OWNER. 17. THE PORTION OF PROJECT IS LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE THE PORTION OF PROJECT IS LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE PORTION OF PROJECT IS LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE PORTION OF PROJECT IS LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE OF PROJECT IS LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE OF PROJECT IS LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE PROJECT IS LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE PROJECT IS LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE IS LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE IS LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE YEAR FLOOD PLAIN AS INDICATED ON THE YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD PLAIN AS INDICATED ON THE FLOOD PLAIN AS INDICATED ON THE PLAIN AS INDICATED ON THE PLAIN AS INDICATED ON THE AS INDICATED ON THE AS INDICATED ON THE INDICATED ON THE INDICATED ON THE ON THE ON THE THE THE FLOOD INSURANCE RATE MAP OF THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, INSURANCE RATE MAP OF THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, INSURANCE RATE MAP OF THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, RATE MAP OF THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, RATE MAP OF THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, MAP OF THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, MAP OF THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, OF THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, OF THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, THE SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, SOUTH MIDDLETON TOWNSHIP, PENNSYLVANIA, MIDDLETON TOWNSHIP, PENNSYLVANIA, MIDDLETON TOWNSHIP, PENNSYLVANIA, TOWNSHIP, PENNSYLVANIA, TOWNSHIP, PENNSYLVANIA, PENNSYLVANIA, PENNSYLVANIA, , COMMUNITY PANEL NUMBERS 420371 0244 F, EFFECTIVE DATE SEPTEMBER 7, 2023, PANEL NUMBERS 420371 0244 F, EFFECTIVE DATE SEPTEMBER 7, 2023, PANEL NUMBERS 420371 0244 F, EFFECTIVE DATE SEPTEMBER 7, 2023, NUMBERS 420371 0244 F, EFFECTIVE DATE SEPTEMBER 7, 2023, NUMBERS 420371 0244 F, EFFECTIVE DATE SEPTEMBER 7, 2023, 420371 0244 F, EFFECTIVE DATE SEPTEMBER 7, 2023, 420371 0244 F, EFFECTIVE DATE SEPTEMBER 7, 2023, 0244 F, EFFECTIVE DATE SEPTEMBER 7, 2023, 0244 F, EFFECTIVE DATE SEPTEMBER 7, 2023, F, EFFECTIVE DATE SEPTEMBER 7, 2023, F, EFFECTIVE DATE SEPTEMBER 7, 2023, , EFFECTIVE DATE SEPTEMBER 7, 2023, EFFECTIVE DATE SEPTEMBER 7, 2023, EFFECTIVE DATE SEPTEMBER 7, 2023, DATE SEPTEMBER 7, 2023, DATE SEPTEMBER 7, 2023, SEPTEMBER 7, 2023, SEPTEMBER 7, 2023, 7, 2023, 7, 2023, 2023, 2023, PUBLISHED BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL OF HOUSING AND URBAN DEVELOPMENT, FEDERAL OF HOUSING AND URBAN DEVELOPMENT, FEDERAL HOUSING AND URBAN DEVELOPMENT, FEDERAL HOUSING AND URBAN DEVELOPMENT, FEDERAL AND URBAN DEVELOPMENT, FEDERAL AND URBAN DEVELOPMENT, FEDERAL URBAN DEVELOPMENT, FEDERAL URBAN DEVELOPMENT, FEDERAL DEVELOPMENT, FEDERAL DEVELOPMENT, FEDERAL FEDERAL FEDERAL INSURANCE ADMINISTRATION. 18. ALL CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE ALL CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE WITH ALL LOCAL BUILDING CODE REGULATIONS. THE WITH ALL LOCAL BUILDING CODE REGULATIONS. THE ALL LOCAL BUILDING CODE REGULATIONS. THE ALL LOCAL BUILDING CODE REGULATIONS. THE LOCAL BUILDING CODE REGULATIONS. THE LOCAL BUILDING CODE REGULATIONS. THE BUILDING CODE REGULATIONS. THE BUILDING CODE REGULATIONS. THE CODE REGULATIONS. THE CODE REGULATIONS. THE REGULATIONS. THE REGULATIONS. THE THE THE CONTRACTOR SHALL ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING SHALL ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING SHALL ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING ALL SAFETY REQUIREMENTS OF ALL GOVERNING ALL SAFETY REQUIREMENTS OF ALL GOVERNING SAFETY REQUIREMENTS OF ALL GOVERNING SAFETY REQUIREMENTS OF ALL GOVERNING REQUIREMENTS OF ALL GOVERNING REQUIREMENTS OF ALL GOVERNING OF ALL GOVERNING OF ALL GOVERNING ALL GOVERNING ALL GOVERNING GOVERNING GOVERNING AUTHORITIES. 19. WHEN THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE WHEN THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE 5 FEET, A TRENCH BOX OR SHORING SHALL BE 5 FEET, A TRENCH BOX OR SHORING SHALL BE FEET, A TRENCH BOX OR SHORING SHALL BE FEET, A TRENCH BOX OR SHORING SHALL BE A TRENCH BOX OR SHORING SHALL BE A TRENCH BOX OR SHORING SHALL BE TRENCH BOX OR SHORING SHALL BE TRENCH BOX OR SHORING SHALL BE BOX OR SHORING SHALL BE BOX OR SHORING SHALL BE OR SHORING SHALL BE OR SHORING SHALL BE SHORING SHALL BE SHORING SHALL BE SHALL BE SHALL BE BE BE REQUIRED. IF THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER IF THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER IF THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER IF THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER EXCEEDS 20 FEET, A SHORING DESIGN PER EXCEEDS 20 FEET, A SHORING DESIGN PER 20 FEET, A SHORING DESIGN PER 20 FEET, A SHORING DESIGN PER FEET, A SHORING DESIGN PER FEET, A SHORING DESIGN PER A SHORING DESIGN PER A SHORING DESIGN PER SHORING DESIGN PER SHORING DESIGN PER DESIGN PER DESIGN PER PER PER O.S.H.A. REGULATIONS SHALL BE USED. 20. THE CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT THE CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT INTEGRITY OF TRENCH EXCAVATIONS AT INTEGRITY OF TRENCH EXCAVATIONS AT OF TRENCH EXCAVATIONS AT OF TRENCH EXCAVATIONS AT TRENCH EXCAVATIONS AT TRENCH EXCAVATIONS AT EXCAVATIONS AT EXCAVATIONS AT AT AT ALL TIMES. 21. THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES THE OWNER'S PROPERTY AND ADJACENT PROPERTIES THE OWNER'S PROPERTY AND ADJACENT PROPERTIES OWNER'S PROPERTY AND ADJACENT PROPERTIES OWNER'S PROPERTY AND ADJACENT PROPERTIES PROPERTY AND ADJACENT PROPERTIES PROPERTY AND ADJACENT PROPERTIES AND ADJACENT PROPERTIES AND ADJACENT PROPERTIES ADJACENT PROPERTIES ADJACENT PROPERTIES PROPERTIES PROPERTIES DURING CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S ANY DAMAGED PROPERTY OF THE OWNER'S ANY DAMAGED PROPERTY OF THE OWNER'S DAMAGED PROPERTY OF THE OWNER'S DAMAGED PROPERTY OF THE OWNER'S PROPERTY OF THE OWNER'S PROPERTY OF THE OWNER'S OF THE OWNER'S OF THE OWNER'S THE OWNER'S THE OWNER'S OWNER'S OWNER'S PROPERTY AND ADJACENT PROPERTIES TO THE ORIGINAL CONDITION. 22. UNSUITABLE MATERIAL IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY UNSUITABLE MATERIAL IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY MATERIAL IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY MATERIAL IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY FOR EMBANKMENT CONSTRUCTION. REMOVE ANY FOR EMBANKMENT CONSTRUCTION. REMOVE ANY EMBANKMENT CONSTRUCTION. REMOVE ANY EMBANKMENT CONSTRUCTION. REMOVE ANY CONSTRUCTION. REMOVE ANY CONSTRUCTION. REMOVE ANY REMOVE ANY REMOVE ANY ANY ANY SUBGRADE THAT CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL THAT CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL THAT CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL COMPACTED AS DETERMINED BY A GEOTECHNICAL COMPACTED AS DETERMINED BY A GEOTECHNICAL AS DETERMINED BY A GEOTECHNICAL AS DETERMINED BY A GEOTECHNICAL DETERMINED BY A GEOTECHNICAL DETERMINED BY A GEOTECHNICAL BY A GEOTECHNICAL BY A GEOTECHNICAL A GEOTECHNICAL A GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL ENGINEER. UNDERCUTTING AND/OR SUBGRADE STABILIZATION MAY BE REQUIRED. 22. THE CONTRACTOR SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED THE CONTRACTOR SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED THE CONTRACTOR SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED CONTRACTOR SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED CONTRACTOR SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED AND FLUSH OUT ALL EXISTING AND PROPOSED AND FLUSH OUT ALL EXISTING AND PROPOSED FLUSH OUT ALL EXISTING AND PROPOSED FLUSH OUT ALL EXISTING AND PROPOSED OUT ALL EXISTING AND PROPOSED OUT ALL EXISTING AND PROPOSED ALL EXISTING AND PROPOSED ALL EXISTING AND PROPOSED EXISTING AND PROPOSED EXISTING AND PROPOSED AND PROPOSED AND PROPOSED PROPOSED PROPOSED STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF WITHIN THE PROJECT LIMITS AT THE COMPLETION OF WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE PROJECT LIMITS AT THE COMPLETION OF THE PROJECT LIMITS AT THE COMPLETION OF PROJECT LIMITS AT THE COMPLETION OF PROJECT LIMITS AT THE COMPLETION OF LIMITS AT THE COMPLETION OF LIMITS AT THE COMPLETION OF AT THE COMPLETION OF AT THE COMPLETION OF THE COMPLETION OF THE COMPLETION OF COMPLETION OF COMPLETION OF OF OF CONSTRUCTION. 23. ALL UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH PENNSYLVANIA ACT 121. ALL UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH PENNSYLVANIA ACT 121. 24. THE CONTRACTOR SHALL NOTIFY (IN WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 THE CONTRACTOR SHALL NOTIFY (IN WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 CONTRACTOR SHALL NOTIFY (IN WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 CONTRACTOR SHALL NOTIFY (IN WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 SHALL NOTIFY (IN WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 SHALL NOTIFY (IN WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 NOTIFY (IN WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 NOTIFY (IN WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 (IN WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 (IN WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 WRITING) THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 THE SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 SOUTH MIDDLETON TOWNSHIP, AT LEAST 3 MIDDLETON TOWNSHIP, AT LEAST 3 MIDDLETON TOWNSHIP, AT LEAST 3 TOWNSHIP, AT LEAST 3 TOWNSHIP, AT LEAST 3 , AT LEAST 3 AT LEAST 3 AT LEAST 3 LEAST 3 LEAST 3 3 3 WORKING DAYS PRIOR TO THE START OF ANY (INCLUDING ON-SITE) CONSTRUCTION. 25. ALL SIGNS ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET ALL SIGNS ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET SIGNS ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET SIGNS ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET TO BE MOUNTED AT A HEIGHT OF 7 FEET TO BE MOUNTED AT A HEIGHT OF 7 FEET BE MOUNTED AT A HEIGHT OF 7 FEET BE MOUNTED AT A HEIGHT OF 7 FEET MOUNTED AT A HEIGHT OF 7 FEET MOUNTED AT A HEIGHT OF 7 FEET AT A HEIGHT OF 7 FEET AT A HEIGHT OF 7 FEET A HEIGHT OF 7 FEET A HEIGHT OF 7 FEET HEIGHT OF 7 FEET HEIGHT OF 7 FEET OF 7 FEET OF 7 FEET 7 FEET 7 FEET FEET FEET MEASURED FROM THE BOTTOM OF SIGN TO THE GROUND. 26. POSTED SPEED LIMIT ON ALL ROADWAYS WITHIN THE SITE WILL BE 15 M.P.H. POSTED SPEED LIMIT ON ALL ROADWAYS WITHIN THE SITE WILL BE 15 M.P.H. 15 M.P.H. . 28 THE ACCESS DRIVES HAVE BEEN DESIGNED ACCORDING TO THE SOUTH MIDDLETON TOWNSHIP. SOUTH MIDDLETON TOWNSHIP. . 27. OVERALL PROJECT LEGEND IS SHOWN ON DRAWING C-002. OVERALL PROJECT LEGEND IS SHOWN ON DRAWING C-002. C-002. . 28.
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