3-Attachment C - Construction Plans - Hamilton Blvd 2025-06.pdf

FOR

CONSTRUCTION PLANS

SEPTEMBER 17, 2025

LOCATED IN

SOUTH WHITEHALL TOWNSHIP, LEHIGH COUNTY, PENNSYLVANIA

ADA CURB RAMPS AND

TRAFFIC SIGNAL UPGRADES

ATTACHMENT C

AutoCAD SHX Text NOTE THIS PLAN HAS BEEN PREPARED IN CONJUNCTION WITH MUNICIPAL REGULATIONS AND ORDINANCES RELATING TO LAND USAGE AND DIMENSIONAL REQUIREMENTS OF ZONING AND RELATED PERMITS. HOWEVER, NOT CONSIDERED ARE PERIPHERAL ISSUES SUCH AS CLARITY OF TITLE, SUBSURFACE CONDITIONS INCLUDING BUT NOT LIMITED TO SOIL AND WATER CONTAMINATION, SINKHOLE ACTIVITY AND HISTORICAL AND ARCHAEOLOGICAL ISSUES, OR OTHER SUCH ISSUES AS MAY AFFECT THE MERCHANTABILITY OF THE LAND. THE PIDCOCK COMPANY MAKES NO REPRESENTATION OR WARRANTY CONCERNING THESE ISSUES WHICH SHOULD BE ADDRESSED BY QUALIFIED PROFESSIONALS ENGAGED IN THE APPROPRIATE FIELDS OF PRACTICE.

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SWT-806

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SHEET 1 OF 31 OF 3 OF 33

CONSTRUCTION PLANS

ADA CURB RAMPS AND TRAFFIC SIGNAL

UPGRADES

SOUTH WHITEHALL TOWNSHIP, LEHIGH COUNTY, PENNSYLVANIA

SCALE:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT NUMBER:

CAD FILE: INDEX.dwg

REVISIONS

"Not Published; All Rights Reserved by The Pidcock Company."

SHEET NUMBER

FILE NUMBER

DATE DESCRIPTION

PROFESSIONAL SEAL

SWT-806

OF 3

SEPTEMBER 17, 2025

AFT

JGU

770.2401

Pl an

In fo rm at io n:

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Pl an s\

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AS NOTED

NOTES:

1. THIS PLAN HAS BEEN PREPARED IN CONJUNCTION WITH MUNICIPAL

REGULATIONS AND ORDINANCES RELATING TO LAND USAGE AND

DIMENSIONAL REQUIREMENTS OF ZONING AND RELATED PERMITS.

HOWEVER, NOT CONSIDERED ARE PERIPHERAL ISSUES SUCH AS CLARITY OF

TITLE, SUBSURFACE CONDITIONS INCLUDING BUT NOT LIMITED TO SOIL AND

WATER CONTAMINATION, SINKHOLE ACTIVITY AND HISTORICAL AND

ARCHAEOLOGICAL ISSUES, OR OTHER SUCH ISSUES AS MAY AFFECT THE

MERCHANTABILITY OF THE LAND. THE PIDCOCK COMPANY MAKES NO

REPRESENTATION OR WARRANTY CONCERNING THESE ISSUES WHICH

SHOULD BE ADDRESSED BY QUALIFIED PROFESSIONALS ENGAGED IN THE

APPROPRIATE FIELDS OF PRACTICE.

2. THESE DOCUMENTS ARE PROVIDED FOR MUNICIPAL REVIEW ONLY AND ARE

NOT TO BE UTILIZED FOR ANY OTHER PURPOSE. THE DOCUMENTS ARE NOT

ISSUED FOR CONSTRUCTION UNLESS SPECIFICALLY NOTED AS SUCH BELOW.

CONTRACTOR'S OBLIGATION REGARDING COORDINATION OF

DOCUMENTS AND FIELD CONDITIONS

THE CONTRACT DOCUMENTS PRESENT THE DESIGN INTENT. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL PLANS, SPECIFICATIONS,

ADDENDA, CONSTRUCTION SKETCHES AND OTHER CONTRACT DOCUMENTS FOR

CONSISTENCY. SIMILARLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO REVIEW FIELD CONDITIONS, INCLUDING COORDINATION WITH ALL UTILITIES.

THE CONTRACTOR SHALL COMPLETE ANY TEST EXCAVATIONS IN ADVANCE OF

ORDERING MATERIALS OR OF CONSTRUCTION IN AN AREA OF UTILITY

CROSSINGS OR POTENTIAL INVOLVEMENT. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO BRING ANY INCONSISTENCIES IN THE DOCUMENTS OR ANY

APPARENT CONFLICTS TO THE ATTENTION OF THE ENGINEER BEFORE

ORDERING MATERIALS AND BEFORE PROCEEDING WITH CONSTRUCTION IN THE

AREA SO THAT THE ENGINEER MAY REVIEW THE CONDITIONS AND RECOMMEND

ANY ADJUSTMENTS TO THE DOCUMENTS THAT MAY BE NECESSARY, OR TO

RECOMMEND RELOCATION OF A UTILITY OR OTHER REMEDIAL WORK THAT MAY

BE REQUIRED.

REFER TO THE GENERAL NOTES ON SHEET 2 OF 3 FOR ALL PLAN NOTES.

INDEX AND SITE PLAN

INTERSTATE78

INTERSTATE476

PROJECT

LOCATION

MeA

W W

S S

FF

G G

T

TV

E

T

E

TV

OW

FOL

XX

FOL

OW

R-1 R-2

THREE BUSINESS DAYS BEFORE

YOU DIG - DRILL - BLAST

DIAL 8-1-1 or 1-800-242-1776 www.paonecall.org

R

SR 0222 (HAMILTON BOULEVARD)

LIN

C

O

LN

A V

E N

U E

(T- 518)

LIN

C O

LN

A

V E

N U

E (T-481)

PROJECT

AREA

SITE PLAN

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RIGHT-OF-WAY LINE FOR LIMITED ACCESS

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LEGAL RIGHT-OF-WAY LINE

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RIGHT-OF-WAY LINE FOR LIMITED ACCESS

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RIGHT-OF-WAY LINE FOR LIMITED ACCESS

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LEGAL RIGHT-OF-WAY LINE

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RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

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RIGHT-OF-WAY LINE FOR LIMITED ACCESS

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SCALE IN FEET

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LOCATION MAP

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SOURCE: ALLENTOWN WEST, PA. (2023)

AutoCAD SHX Text BC BOTTOM OF CURB BOTTOM OF CURB BCCMP BITUMINOUS COATED BITUMINOUS COATED CORRUGATED METAL PIPE BASELINE BASELINE B.M. BENCH MARK BENCH MARK BRL BUILDING RESTRICTION LINE BUILDING RESTRICTION LINE BT BELL TELEPHONE BELL TELEPHONE BW BOTTOM OF WALL BOTTOM OF WALL CES CONCRETE END SECTION CONCRETE END SECTION CIP CAST IRON PIPE CAST IRON PIPE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CO CLEANOUT CLEANOUT DIP DUCTILE IRON PIPE DUCTILE IRON PIPE EW ENDWALL ENDWALL ELEV. ELEVATION ELEVATION FH FIRE HYDRANT FIRE HYDRANT GV GAS VALVE GAS VALVE HDW HEADWALL HEADWALL HERCP HORIZONTAL ELLIPTICAL HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE HSD HEADLIGHT SIGHT DISTANCE HEADLIGHT SIGHT DISTANCE INV. INVERT INVERT LS LIGHT STANDARD LIGHT STANDARD MES METAL END SECTION METAL END SECTION ME METROPOLITAN EDISON METROPOLITAN EDISON MH. MANHOLE MANHOLE MO MIDDLE ORDINATE MIDDLE ORDINATE OCS OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE PGL PROFILE GRADE LINE PROFILE GRADE LINE PLCC PLAIN CEMENT CONCRETE CURB PLAIN CEMENT CONCRETE CURB CURB PL CONC PLAIN CONCRETE MOUNTABLE CURB PLAIN CONCRETE MOUNTABLE CURB MTBLE CURB PPL PENNSYLVANIA POWER LIGHT PENNSYLVANIA POWER LIGHT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PC HORIZONTAL POINT OF CURVATURE HORIZONTAL POINT OF CURVATURE PT HORIZONTAL POINT OF TANGENCY HORIZONTAL POINT OF TANGENCY PVCC POINT OF VERTICAL POINT OF VERTICAL COMPOUND CURVATURE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY POINT OF VERTICAL TANGENCY RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROOF DRAIN ROOF DRAIN R/W RIGHT-OF-WAY LINE RIGHT-OF-WAY LINE SAN.MH. SANITARY MANHOLE SANITARY MANHOLE SSD SIGHT STOPPING DISTANCE SIGHT STOPPING DISTANCE STA. STATION STATION TBR TO BE REMOVED TO BE REMOVED TC TOP OF CURB TOP OF CURB T/F TOP OF FOUNDATION TOP OF FOUNDATION TW TOP OF WALL TOP OF WALL VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE WV WATER VALVE WATER VALVE

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ABBREVIATIONS

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FH

AutoCAD SHX Text NOTE: THE LEGEND AND ABBREVIATIONS APPLY TO ALL SHEETS IN THE PLAN SET. THEY CONTAIN A COMPREHENSIVE LIST OF DRAWING SYMBOLS AND ABBREVIATIONS THAT MAY BE DEPICTED ON A PLAN SHEET. ALL OF THE SYMBOLS OR ABBREVIATIONS MAY NOT OCCUR ON A PLAN SHEET OR IN THE DRAWING SET. IN SOME INSTANCES PROPOSED OR EXISTING FEATURES MAY BE DEPICTED DIFFERENTLY ON A PLAN THAN IN THE LEGEND TO IMPROVE OVERALL PLAN CLARITY.

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ULTIMATE R/W LINE

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SOILS TYPE

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BUILDING

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BITUMINOUS PAVEMENT

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LEGEND

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GUIDERAIL

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FENCE

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UNDERGROUND TELEPHONE LINES

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UNDERGROUND TELEVISION CABLE

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UNDERGROUND ELECTRIC LINES

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GAS LINE AND VALVE

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FORCE MAIN WITH DIRECTION OF FLOW

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SANITARY SEWER, MANHOLE, CLEANOUT AND LATERAL

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WATERLINE, FIRE HYDRANT, VALVE, REDUCER, TEE, PLUG AND SERVICE

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ENDWALL

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END SECTION

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OUTLET CONTROL STRUCTURE

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SWALE, EDGES OF RIVER, CREEKS, WETLANDS, ETC.

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STORM SEWER, MANHOLE, INLET AND ROOF DRAIN

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SPOT ELEVATIONS

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CONTOUR

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UTILITY EASEMENT

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BUILDING RESTRICTION LINE

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ULTIMATE RIGHT-OF-WAY LINE

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RIGHT-OF-WAY LINE

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CENTERLINE

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LOT LINE

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PROPERTY LINE

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DEPRESSED CURB

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BITUMINOUS CURB

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CONCRETE CURB

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CONCRETE SIDEWALKS, APRONS, PADS, ETC.

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STONE AREA

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SOILS DELINEATION

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OVERHEAD WIRES

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UNDERGROUND FIBER OPTIC LINE

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RIPRAP

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DECIDUOUS TREE

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EVERGREEN TREE

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TELEPHONE POLE

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ELECTRIC POLE

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LIGHT STANDARD

ULTIMATE R/W LINE

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BRL

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BRL

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EXISTING

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PROPOSED

X

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MH.

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INLET

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RD

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OCS

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CES

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ENDWALL

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CO

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SAN.MH.

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GV

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OCS

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CES

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WV

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FH

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CO

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SAN.MH.

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GV

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LS

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LS

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B.T. CO. POLE

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B.T. CO. POLE

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ENDWALL

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PLUG

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PLUG

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PPL CO. POLE

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PPL CO. POLE

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RAILROAD

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SIGN

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FLOODPLAIN 100-YEARS

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FLOODPLAIN 500-YEARS

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ZONING BOUNDARY

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IRON PIPE (FND)

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PROP.COR.

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WV

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WV

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INLET

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MH.

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SHEET

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NO.

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LAST REVISION

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PLAN DATE OR

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INDEX TO DRAWINGS

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MULTICORELINK:COVER-Layout1 AutoCAD SHX Text

COVER SHEET

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INDEX AND SITE PLAN

MULTICORELINK:SE_PLAN-Layout1 AutoCAD SHX Text

SOIL EROSION AND SEDIMENTATION CONTROL PLAN, NOTES AND DETAILS

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SEPTEMBER 17, 2025

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SEPTEMBER 17, 2025

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SEPTEMBER 17, 2025

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SUPPLEMENTAL DRAWINGS - HIGHWAY OCCUPANCY PLANS (SWT-802)

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COVER SHEET

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NOVEMBER 19, 2024

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GENERAL INFORMATION PLAN

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KEY MAP

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GENERAL NOTES 1

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GENERAL NOTES 2

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TYPICAL SECTIONS

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ROADWAY IMPROVEMENTS PLAN

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SIGNING AND MARKING PLAN

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SIGN DATA PLAN

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GRADING AND UTILITY PLAN

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CURB RAMP DETAILS 1

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CURB RAMP DETAILS 2

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ROADWAY PROFILES

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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NOVEMBER 19, 2024

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SUPPLEMENTAL DRAWINGS - TRAFFIC SIGNAL PERMIT PLANS

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SR 0222 (HAMILTON BOULEVARD) & LINCOLN AVENUE

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FEBRUARY 20, 2025

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SR 0222 (HAMILTON BOULEVARD) & LINCOLN AVENUE

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SR 0222 (HAMILTON BOULEVARD) & LINCOLN AVENUE

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FEBRUARY 20, 2025

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FEBRUARY 20, 2025

AutoCAD SHX Text THE PIDCOCK COMPANY CALLED THE PENNSYLVANIA ONE-CALL SYSTEM, INC. APRIL 2, 2024 APRIL 2, 2024 AND REQUESTED THAT ALL UNDERGROUND UTILITIES BE LOCATED AT THIS SITE LOCATED IN SOUTH WHITEHALL TOWNSHIP, LEHIGH COUNTY, PENNSYLVANIA INCLUDING UNDERGROUND INCLUDING UNDERGROUND UTILITIES IN THE ADJACENT PUBLIC ROAD RIGHTS-OF-WAY. SERIAL NUMBER SERIAL NO. SERIAL NO. 20240931244 WAS ASSIGNED TO THIS PROJECT LOCATION AND THE FOLLOWING UTILITY WAS ASSIGNED TO THIS PROJECT LOCATION AND THE FOLLOWING UTILITY WAS ASSIGNED TO THIS PROJECT LOCATION AND THE FOLLOWING UTILITY OPERATORS WERE CONTACTED:

AutoCAD SHX Text THE PIDCOCK COMPANY DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT THE INFORMATION RECEIVED PURSUANT TO THE SAID REQUESTS UNDER PENNSYLVANIA ONE CALL SYSTEM, INC. AND AS REFLECTED ON THE PLAN IS CORRECT, ACCURATE OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF ANYONE PERFORMING WORK ON THE SITE TO ARRANGE FOR THE FIELD LOCATION AND PROTECTION OF ALL OVERHEAD AND SUBSURFACE UTILITIES WHICH MAY BE ENCOUNTERED DURING THE COURSE OF THEIR WORK.

AutoCAD SHX Text PRIVATE AND PUBLIC UNDERGROUND LINES AND FACILITIES SUCH AS TELEPHONE, TELEVISION, GENERAL LIGHTING, ELECTRICAL, UNDERDRAINS, PLUMBING, SEWER LINES, STORAGE TANKS, ETC., SERVING THE SITE MAY EXIST ON THE SITE. THE PIDCOCK COMPANY DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT THE PRIVATE AND PUBLIC UNDERGROUND LINES AND FACILITIES HAVE BEEN IDENTIFIED, LOCATED AND SHOWN ON THIS PLAN. IT SHALL BE THE RESPONSIBILITY OF ANYONE PERFORMING WORK, BE IT DESIGN WORK FOR FUTURE DEVELOPMENT OR ACTUAL CONSTRUCTION OR DEMOLITION ON THE PROPERTY SHOWN ON THIS PLAN TO ARRANGE FOR THE LOCATION AND PROTECTION OF ALL OVERHEAD, SURFACE AND SUBSURFACE UTILITIES WHICH COULD BE ENCOUNTERED AS THE RESULT OF WORK PERFORMED ON THIS SITE. DESIGN STAGE WORK SHOULD INCLUDE CALLING THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776. LATERAL AND SERVICE LINE NOTES UNDERGROUND LATERALS AND SERVICE LINES, INCLUDING BUT NOT LIMITED TO GAS AND ELECTRIC, MAY EXIST IN THE VICINITY OF THE PROJECT CONSTRUCTION AND MAY NOT BE SHOWN ON THE PLAN. TO THE EXTENT THAT INFORMATION WAS PROVIDED, TO US, SUCH LATERALS AND LINES HAVE BEEN INDICATED ON THE PLAN, BUT THEIR DEPICTION AND LOCATIONS SHOULD BE CONSIDERED AS ONLY APPROXIMATE, AND NOT AS COMPREHENSIVE OR ALL-INCLUSIVE. BY SHOWING SOME LATERALS AND LINES OF THIS KIND, THE PIDCOCK COMPANY DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE, OR GUARANTY THAT ALL SUCH UNDERGROUND LATERALS AND LINES HAVE BEEN IDENTIFIED, LOCATED, AND SHOWN ON THIS PLAN. CONTRACTORS AND ANY OTHER PERSONS DESIGNING OR PERFORMING SUBSURFACE WORK IN THE VICINITY ARE RESPONSIBLE FOR GIVING APPROPRIATE ADVANCE NOTICE BY CALLING THE PENNSYLVANIA ONE CALL SYSTEM, INC. AT 1-800-242-1776 OR BY OPENING TICKET ON THEIR WEBSITE AT https://www.pa1call.org/, AND FOR CONTACTING THE APPROPRIATE PUBLIC AND https://www.pa1call.org/, AND FOR CONTACTING THE APPROPRIATE PUBLIC AND , AND FOR CONTACTING THE APPROPRIATE PUBLIC AND PRIVATE ENTITIES AND ARRANGING FOR THE FIELD LOCATION AND PROTECTION OF ALL SUCH UNDERGROUND LATERALS AND SERVICE LINES THAT COULD BE ENCOUNTERED AS A RESULT OF THE WORK TO BE PERFORMED ON THE SITE.

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PENNSYLVANIA ONE CALL SYSTEM, INC. UNDERGROUND UTILITY NOTIFICATION

AutoCAD SHX Text SOUTH WHITEHALL TOWNSHIP 4444 WALBERT AVENUE ALLENTOWN, PA, 18104 CONTACT: MIKE ELIAS EMAIL: ELIASM@SOUTHWHITEHALL.COM PHONE: 610-398-0401 EXT. 280 LEHIGH COUNTY AUTHORITY 1053 SPRUCE ROAD PO BOX 3348 ALLENTOWN, PA 18106 CONTACT: JASON PETERS EMAIL: jasonpeters@lehighcountyauthority.org PHONE: 610-298-2503 EXT. 148 DORNEY PARK, LLC 3830 DORNEY PARK ROAD ALLENTOWN, PA 18104 CONTACT: PAUL WIEDER EMAIL: pwieder@dorneypark.com PHONE: 610-391-7780 BUCKEYE PARTNERS THE BUCKEYE BUILDING 6161 HAMILTON BOULEVARD ALLENTOWN, PA 18106 CONTACT: BRIAN BARR EMAIL: bbarr@buckeye.com PHONE: 610-904-4885 PPL ELECTRIC UTILITIES CORPORATION 437 BLUE CHURCH ROAD PAXINOS, PA. 17860 CONTACT: DOUG HAUPT EMAIL: dlhaupt@pplweb.com PHONE: 570-490-5684 ASTOUND BROADBAND POWERED BY RCN 5508 NORBATH BOULEVARD NORTHAMPTON, PA 18067 CONTACT: ERIC BEERS EMAIL: eric.beers@astound.com PHONE: 610-972-0597 UGI UTILITIES, INC. 2121 CITY LINE ROAD BETHLEHEM, PA 18017 CONTACT: TIMOTHY STEWARD EMAIL: tsteward@ugi.com PHONE: 610-807-3162 VERIZON BUSINESS FORMERLY MCI 7000 WESTON PARKWAY CARY, NC 27513 CONTACT: VICTOR WOOD EMAIL: victor.s.wood@verizon.com PHONE: 919-414-2782

AutoCAD SHX Text CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL CAREFULLY REVIEW ALL CONSTRUCTION PLANS AND THE CONTRACTOR SHALL CAREFULLY REVIEW ALL CONSTRUCTION PLANS AND TECHNICAL SPECIFICATIONS FOR CONSISTENCY WITHIN THE DOCUMENTS. IF ANY ASPECT OF THE WORK IS IN CONFLICT WITH ANOTHER SECTION OR CONTAINS AN OBVIOUS ERROR, CONTACT THE ENGINEER OR THE RESPECTIVE CONSULTANT, AND RESOLVE IT PRIOR TO PROCEEDING WITH THE WORK. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH WHITEHALL ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH WHITEHALL SOUTH WHITEHALL TOWNSHIP, LEHIGH COUNTY, PENNSYLVANIA, PENNSYLVANIA DEPARTMENT OF , PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARDS, SPECIFICATIONS, DETAILS AND REGULATIONS AS APPLICABLE AND IS SUBJECT TO INSPECTION AND APPROVAL BY THESE AGENCIES AS APPROPRIATE. 3. ALL TRAFFIC SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PENNDOT ALL TRAFFIC SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PENNDOT STANDARDS AND SHALL BE CONSTRUCTED WITH TYPE 'B' POSTS UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR IS TO TAKE ANY PRECAUTIONS NECESSARY TO MAINTAIN THE CONTRACTOR IS TO TAKE ANY PRECAUTIONS NECESSARY TO MAINTAIN ADEQUATE COVER OVER THE EXISTING UTILITIES DURING CONSTRUCTION.

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SCALE IN FEET

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MeA

WaC

WaC

UmB

CONSTRUCTION PLANS

ADA CURB RAMPS AND TRAFFIC SIGNAL

UPGRADES

SOUTH WHITEHALL TOWNSHIP, LEHIGH COUNTY, PENNSYLVANIA

GRAPHIC SCALE:

SCALE:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT NUMBER:

CAD FILE: SE_PLAN.dwg

REVISIONS

"Not Published; All Rights Reserved by The Pidcock Company."

SHEET NUMBER

FILE NUMBER

DATE DESCRIPTION

PROFESSIONAL SEAL

SWT-806

OF 3

SEPTEMBER 17, 2025

AFT

JGU

770.2401

Pl an

In fo rm at io n:

P :\7

S

W T\

0.

\C iv il\ C on st ru ct io n

Pl an s\

SE

_P

LA

N .d te d:

A ug

7,

- 8

:3 4a m

1"=25'

25' 0'12.5' 50'25'

NOTES:

1. THIS PLAN HAS BEEN PREPARED IN CONJUNCTION WITH MUNICIPAL

REGULATIONS AND ORDINANCES RELATING TO LAND USAGE AND

DIMENSIONAL REQUIREMENTS OF ZONING AND RELATED PERMITS.

HOWEVER, NOT CONSIDERED ARE PERIPHERAL ISSUES SUCH AS CLARITY OF

TITLE, SUBSURFACE CONDITIONS INCLUDING BUT NOT LIMITED TO SOIL AND

WATER CONTAMINATION, SINKHOLE ACTIVITY AND HISTORICAL AND

ARCHAEOLOGICAL ISSUES, OR OTHER SUCH ISSUES AS MAY AFFECT THE

MERCHANTABILITY OF THE LAND. THE PIDCOCK COMPANY MAKES NO

REPRESENTATION OR WARRANTY CONCERNING THESE ISSUES WHICH

SHOULD BE ADDRESSED BY QUALIFIED PROFESSIONALS ENGAGED IN THE

APPROPRIATE FIELDS OF PRACTICE.

2. THESE DOCUMENTS ARE PROVIDED FOR MUNICIPAL REVIEW ONLY AND ARE

NOT TO BE UTILIZED FOR ANY OTHER PURPOSE. THE DOCUMENTS ARE NOT

ISSUED FOR CONSTRUCTION UNLESS SPECIFICALLY NOTED AS SUCH BELOW.

CONTRACTOR'S OBLIGATION REGARDING COORDINATION OF

DOCUMENTS AND FIELD CONDITIONS

THE CONTRACT DOCUMENTS PRESENT THE DESIGN INTENT. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL PLANS, SPECIFICATIONS,

ADDENDA, CONSTRUCTION SKETCHES AND OTHER CONTRACT DOCUMENTS FOR

CONSISTENCY. SIMILARLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO REVIEW FIELD CONDITIONS, INCLUDING COORDINATION WITH ALL UTILITIES.

THE CONTRACTOR SHALL COMPLETE ANY TEST EXCAVATIONS IN ADVANCE OF

ORDERING MATERIALS OR OF CONSTRUCTION IN AN AREA OF UTILITY

CROSSINGS OR POTENTIAL INVOLVEMENT. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO BRING ANY INCONSISTENCIES IN THE DOCUMENTS OR ANY

APPARENT CONFLICTS TO THE ATTENTION OF THE ENGINEER BEFORE

ORDERING MATERIALS AND BEFORE PROCEEDING WITH CONSTRUCTION IN THE

AREA SO THAT THE ENGINEER MAY REVIEW THE CONDITIONS AND RECOMMEND

ANY ADJUSTMENTS TO THE DOCUMENTS THAT MAY BE NECESSARY, OR TO

RECOMMEND RELOCATION OF A UTILITY OR OTHER REMEDIAL WORK THAT MAY

BE REQUIRED.

REFER TO THE GENERAL NOTES ON SHEET 2 OF 3 FOR ALL PLAN NOTES.

SOIL EROSION AND SEDIMENTATION

CONTROL PLAN, NOTES AND DETAILS

NOTICE

THIS PLAN IS INTENDED FOR

SOIL EROSION AND SEDIMENTATION

PURPOSES ONLY

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

PLAN PREPARER:

ANTHONY F. TALLARIDA, P.E.

THE PIDCOCK COMPANY

2451 PARKWOOD DRIVE

ALLENTOWN, PA. 18103

TELEPHONE NO.: 610-791-2252

SR 0222 (HAMILTON BOULEVARD)

LIN

C

O

LN

A V

E N

U E

(T- 518)

LIN

C O

LN

A

V E

N U

E (T-481)

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SOIL EROSION AND SEDIMENTATION CONTROL LEGEND

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FILTER SOCK

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SOIL TYPE

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SOILS BOUNDARY

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LIMIT OF DISTURBANCE

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FILTER BAG INLET PROTECTION DEVICE

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MH

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INLET TOP 389.62 INV 387.14 S INV 383.48 E INV 383.28 N

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INLET TOP 390.61 INV 387.74 N INV 387.74 SE

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INLET TOP 387.89 INV 384.60

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LIMITS OF DISTURBANCE

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FILTER BAG INLET PROTECTION DEVICE

MULTICORELINK:INDEX-Layout1 MULTICORELINK:INDEX-Layout1 AutoCAD SHX Text NOTES: THE SOIL TYPES AND LOCATIONS ARE BASED UPON THE U. S. DEPARTMENT OF AGRICULTURE-NATIONAL RESOURCES CONSERVATION SERVICE (USDA-NRCS) WEB SOIL SURVEY OF LEHIGH COUNTY, PENNSYLVANIA, AVAILABLE ONLINE AT HTTP://WEBSOILSURVEY.SC.EGOV.USDA.GOV/. SOIL TYPE USE LIMITATIONS AND RESOLUTIONS THE SOIL USE LIMITATIONS THAT EXIST FOR THE ABOVE-MENTIONED SOILS AND THEIR RESOLUTIONS ARE AS FOLLOWS: 1. ACCORDING TO THE AFOREMENTIONED SOIL SURVEY, WASHINGTON SILT LOAM HAS FEW LIMITATIONS TO MOST ACCORDING TO THE AFOREMENTIONED SOIL SURVEY, WASHINGTON SILT LOAM HAS FEW LIMITATIONS TO MOST NON-FARM USES. ONE OF THESE LIMITATIONS IS THE POTENTIAL FOR SINKHOLES. THE POTENTIAL FOR THE FORMATIONS OF SINKHOLES WILL BE MINIMIZED THROUGH THE CONSTRUCTION OF A STORMWATER MANAGEMENT SYSTEM. HOWEVER, IN THE EVENT THAT A SINKHOLE DEVELOPS ON THE SITE, SURFACE WATER SHALL BE DIVERTED AWAY FROM THE AREA AND THE SINKHOLE SHALL BE REPAIRED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A PROFESSIONAL ENGINEER OR GEOLOGIST. ANOTHER LIMITATION OF THE SOILS SERIES ARE THE POTENTIAL FOR PIPING. ANTI-SEEP COLLARS ARE PROPOSED IN THE BASINS TO PROVIDE PROTECTION FROM THIS RISK. 2. THE DUFFIELD SERIES IS LIMITED BY SLOW PERMEABILITY AND A SEASONABLY HIGH WATER TABLE. ALSO THE DUFFIELD SERIES IS LIMITED BY SLOW PERMEABILITY AND A SEASONABLY HIGH WATER TABLE. ALSO THESE SOILS EXHIBIT A MODERATE TO SEVERE EROSION HAZARD. A PUMPED WATER FILTER BAG HAS BEEN SPECIFIED TO ADEQUATELY FILTER ANY WATER THAT MAY BE ENCOUNTERED. FURTHER, STRUCTURAL EARTHWORK SHALL ONLY BE DONE WHEN THE SOIL IS AT THE OPTIMUM MOISTURE CONTENT FOR COMPACTION.

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SOIL DESCRIPTION TABLE

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NAME

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SLOPE RANGE

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HYDROLOGIC SOILS GROUP

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WASHINGTON SILT LOAM

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WELL DRAINED, MODERATELY HIGH TO HIGH PERMEABILITY

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URBAN LAND-DUFFIELD COMPLEX

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PAVEMENT, BUILDINGS, AND OTHER ARTIFICIALLY COVERED AREAS

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WEB SOIL SURVEY

AutoCAD SHX Text STANDARD EROSION AND SEDIMENT CONTROL PLAN NOTES 1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION. 2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE PCSM PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING. 3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES. 4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION. 5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. 6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN. 7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN. 8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAP(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER. 9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT. 10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THIS SITE. 11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED. 12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING. 13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS. 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. 14. VEHICLES AND EQUIPMENT MAY NEITHER ENTER DIRECTLY NOR EXIT DIRECTLY FROM THE SITE ONTO ANY VEHICLES AND EQUIPMENT MAY NEITHER ENTER DIRECTLY NOR EXIT DIRECTLY FROM THE SITE ONTO ANY ADJACENT ROADWAYS. VEHICLES AND EQUIPMENT MAY ONLY ENTER AND EXIT THE CONSTRUCTION SITE VIA A STABILIZED ROCK CONSTRUCTION ENTRANCE. 15. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. THE OPERATOR WILL MAINTAIN AND MAKE AVAILABLE TO LEHIGH COUNTY LEHIGH COUNTY CONSERVATION DISTRICT COMPLETE, WRITTEN INSPECTION LOGS OF ALL THOSE INSPECTIONS. ALL COMPLETE, WRITTEN INSPECTION LOGS OF ALL THOSE INSPECTIONS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 16. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION. 17. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER. 18. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED, OR PLACED IN TOPSOIL STOCKPILES. 19. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL. 20. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 21. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. 22. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. 23. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. 24. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 25. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. 26. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN. 27. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR OTHER PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS. 28. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS. 29. EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT. 30. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS. 31. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON. 32. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION. 33. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION. 34. IN THE EVENT OF SINKHOLE DISCOVERY A PROFESSIONAL GEOLOGIST OR ENGINEER WILL BE CONTACTED IN THE EVENT OF SINKHOLE DISCOVERY A PROFESSIONAL GEOLOGIST OR ENGINEER WILL BE CONTACTED CONCERNING MITIGATION. ADDITIONALLY, THE LEHIGH COUNTY CONSERVATION DISTRICT WILL BE MADE AWARE LEHIGH COUNTY CONSERVATION DISTRICT WILL BE MADE AWARE WILL BE MADE AWARE OF THE SINKHOLE DISCOVERY IMMEDIATELY. 35. THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED. 36. THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS OF THE APPENDIX 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. 37. THE E&S CONTROL PLAN MAPPING MUST DISPLAY A PA ONE CALL SYSTEM INCORPORATED SYMBOL THE E&S CONTROL PLAN MAPPING MUST DISPLAY A PA ONE CALL SYSTEM INCORPORATED SYMBOL INCLUDING THE SITE IDENTIFICATION NUMBER. (THIS IS A NUMBERED SYMBOL NOT A NOTE.) 38. AT STREAM CROSSINGS, 50' BUFFER AREAS SHOULD BE MAINTAINED. ON BUFFERS, CLEARING, SOD AT STREAM CROSSINGS, 50' BUFFER AREAS SHOULD BE MAINTAINED. ON BUFFERS, CLEARING, SOD DISTURBANCES, EXCAVATION, AND EQUIPMENT TRAFFIC SHOULD BE MINIMIZED. ACTIVITIES SUCH AS STACKING LOGS, BURNING CLEARED BRUSH, DISCHARGING RAINWATER FROM TRENCHES, WELDING PIPE SECTIONS, REFUELING AND MAINTAINING EQUIPMENT SHOULD BE ACCOMPLISHED OUTSIDE OF BUFFERS. 39. ALL WETLANDS MUST BE DELINEATED AND PROTECTED WITH ORANGE SAFETY FENCE PRIOR TO ANY ALL WETLANDS MUST BE DELINEATED AND PROTECTED WITH ORANGE SAFETY FENCE PRIOR TO ANY EARTHMOVING ACTIVITY. 40. STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN.STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN.

AutoCAD SHX Text TEMPORARY CONTROL MEASURES TEMPORARY EROSION CONTROL MEASURES TO BE USED DURING EARTHMOVING ACTIVITIES INCLUDE: 1. INSTALLING FILTER SOCK AND ROCK FILTERS TO PROVIDE FILTRATION OF SILT-LADEN RUNOFF. INSTALLING FILTER SOCK AND ROCK FILTERS TO PROVIDE FILTRATION OF SILT-LADEN RUNOFF. 2. KEEPING DISTURBED AREAS TO A MINIMUM AND SEEDING DURING GERMINATION PERIODS, IF KEEPING DISTURBED AREAS TO A MINIMUM AND SEEDING DURING GERMINATION PERIODS, IF THE OPERATIONS CEASE FOR MORE THAN 20 DAYS. 3. PLACING STONE SUBBASE MATERIAL AS SOON AS POSSIBLE AFTER THE COMPLETION OF PLACING STONE SUBBASE MATERIAL AS SOON AS POSSIBLE AFTER THE COMPLETION OF SUBGRADE PREPARATION AND CONSTRUCTION OF UNDERGROUND UTILITIES. 4. KEEPING TOPSOIL STOCKPILES LESS THAN 35 FEET HIGH AND SIDE SLOPES OF THESE KEEPING TOPSOIL STOCKPILES LESS THAN 35 FEET HIGH AND SIDE SLOPES OF THESE STOCKPILES AND EARTH BERMS LESS THAN 2:1. 5. IMMEDIATELY APPLYING TEMPORARY SEED AND MULCH TO STOCKPILES, BERMS, AND IMMEDIATELY APPLYING TEMPORARY SEED AND MULCH TO STOCKPILES, BERMS, AND DISTURBED AREAS. 6. INSTALLING ROCK CONSTRUCTION ENTRANCES WITH TIRE CLEANING FACILITIES TO REMOVE MUD INSTALLING ROCK CONSTRUCTION ENTRANCES WITH TIRE CLEANING FACILITIES TO REMOVE MUD AND DEBRIS FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE SITE ONTO THE ROADWAY. 7. INSTALLING EROSION CONTROL BLANKETS AT CHANNELS AND AT SLOPES GREATER THAN 3:1 INSTALLING EROSION CONTROL BLANKETS AT CHANNELS AND AT SLOPES GREATER THAN 3:1 IN ORDER TO PREVENT EROSIVE FLOWS. 8. PLACING STONE RIPRAP AT THE STORM SEWER DISCHARGE POINTS TO ACT AS ENERGY PLACING STONE RIPRAP AT THE STORM SEWER DISCHARGE POINTS TO ACT AS ENERGY DISSIPATERS, THEREBY PREVENTING EROSIVE FLOWS. 9. INSTALLING EROSION CONTROL BLANKETS AT SWALES IN ORDER TO PREVENT EROSIVE FLOWS. INSTALLING EROSION CONTROL BLANKETS AT SWALES IN ORDER TO PREVENT EROSIVE FLOWS. 10. CONSTRUCTING SEDIMENT BASINS TO COLLECT AND TREAT CHANNELIZED AND OVERLAND CONSTRUCTING SEDIMENT BASINS TO COLLECT AND TREAT CHANNELIZED AND OVERLAND SEDIMENT LADEN RUNOFF PRIOR TO LEAVING THE SITE. 11. INSTALLATION OF INLET PROTECTION DEVICES FOR ALL INLETS WHICH WILL NOT DISCHARGE TO INSTALLATION OF INLET PROTECTION DEVICES FOR ALL INLETS WHICH WILL NOT DISCHARGE TO THE SEDIMENT BASINS OR TRAPS. REFER TO THE EROSION AND SEDIMENTATION CONTROL PLAN FOR FACILITY LOCATIONS AND DETAILS.

AutoCAD SHX Text PERMANENT CONTROL MEASURES AFTER THE COMPLETION OF EARTHMOVING ACTIVITIES, PERMANENT SEEDING AND GROUND COVER SHALL BE ESTABLISHED. WHEN THESE AREAS ARE STABILIZED, SEDIMENT BASINS SHALL BE CONVERTED TO PERMANENT BASINS. STAGING AREAS, ROCK CONSTRUCTION ENTRANCES, ALL FILTER SOCKS, ALL ROCK FILTERS, INLET PROTECTION DEVICES, AND ANY ACCUMULATED SEDIMENT IN THE AREAS OF THE EROSION CONTROL DEVICES SHALL BE REMOVED FROM THE SITE.

AutoCAD SHX Text MAINTENANCE SCHEDULE DURING CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN AND MAINTAIN IN GOOD WORKING CONDITION ALL EROSION CONTROL DEVICES IN ACCORDANCE WITH THE FOLLOWING MAINTENANCE SCHEDULE. 1. SEDIMENT MUST BE REMOVED WHERE ACCUMULATIONS REACH ONE-HALF THE ABOVEGROUND SEDIMENT MUST BE REMOVED WHERE ACCUMULATIONS REACH ONE-HALF THE ABOVEGROUND HEIGHT OF THE FILTER SOCK AND ROCK FILTERS.; 2. SEDIMENT MUST BE REMOVED FROM A FILTER BAG WHEN IT IS ONE-HALF FULL. FILTER BAGS SEDIMENT MUST BE REMOVED FROM A FILTER BAG WHEN IT IS ONE-HALF FULL. FILTER BAGS SHOULD TRAP ALL PARTICLES LARGER THAN 150 MICRONS AND SHOULD BE REPLACED WHEN DAMAGED. 3. SEDIMENT MUST BE REMOVED FROM STONE INLET PROTECTION WHEN IT REACHES ONE-HALF SEDIMENT MUST BE REMOVED FROM STONE INLET PROTECTION WHEN IT REACHES ONE-HALF THE HEIGHT OF THE STONE. DAMAGED OR CLOGGED INSTALLATIONS SHALL BE REPAIRED/REPLACED IMMEDIATELY. 4. ACCUMULATED MATERIALS MUST BE REMOVED FROM A CONCRETE WASHOUT WHEN IT IS 75% ACCUMULATED MATERIALS MUST BE REMOVED FROM A CONCRETE WASHOUT WHEN IT IS 75% FULL. PLASTIC LINERS SHOULD BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. DAMAGED OR LEAKING WASHOUTS MUST BE REPAIRED/REPLACED BEFORE FURTHER USE. 5. TEMPORARY RISER MUST BE RESEALED, REPAIRED, OR REPLACED IF DAMAGED OR LEAKING. TEMPORARY RISER MUST BE RESEALED, REPAIRED, OR REPLACED IF DAMAGED OR LEAKING. 6. ROCK CONSTRUCTION ENTRANCES MUST BE MAINTAINED TO THE SPECIFIED DIMENSIONS BY ROCK CONSTRUCTION ENTRANCES MUST BE MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE OF ROCK MATERIAL MUST BE MAINTAINED ON THE SITE FOR THIS PURPOSE. AT THE END OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON PUBLIC ROADWAYS WILL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE. 7. SEDIMENT REMOVED FROM THE FACILITIES MAY BE INCORPORATED BACK INTO THE EARTHWORK SEDIMENT REMOVED FROM THE FACILITIES MAY BE INCORPORATED BACK INTO THE EARTHWORK AS FILL OR WASTE ON THE SITE AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. 8. SEDIMENT MUST BE REMOVED FROM THE SEDIMENTATION BASINS ONCE IT REACHES THE SEDIMENT MUST BE REMOVED FROM THE SEDIMENTATION BASINS ONCE IT REACHES THE CLEANOUT STAKE ELEVATION. CHECK ALL OUTLETS FOR FUNCTIONALITY. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION CONTROLS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROLS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEANOUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY.

AutoCAD SHX Text TABLE 4.1 - COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS HEAVY DUTY MULTI-FILAMENT MULTI-FILAMENT MULTI-FILAMENT 3 MIL 5 MIL 5 MIL POLYPROPYLENE POLYPROPYLENE 5 MIL 5 MIL POLYPROPYLENE POLYPROPYLENE 5 MIL POLYPROPYLENE POLYPROPYLENE POLYPROPYLENE POLYPROPYLENE POLYPROPYLENE MATERIAL TYPE HDPE HDPE HDPE (MFPP) (HDMFPP) HDPE HDPE HDPE (MFPP) (HDMFPP) HDPE HDPE (MFPP) (HDMFPP) HDPE (MFPP) (HDMFPP) (MFPP) (HDMFPP) (HDMFPP) MATERIAL PHOTO- PHOTO- BIO- PHOTO- PHOTO- PHOTO- PHOTO- BIO- PHOTO- PHOTO- PHOTO- BIO- PHOTO- PHOTO- BIO- PHOTO- PHOTO- PHOTO- PHOTO- PHOTO- CHARACTERISTICS DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE SOCK 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” 12” DIAMETERS 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 18” 24” 24” 24” 24” 24” 24” 24” 24” 24” 24” 32” 32” 32” 32” 32” 32” 32” 32” 32” 32” MESH OPENING 3/8” 3/8” 3/8” 3/8” 1/8” 3/8” 3/8” 3/8” 3/8” 1/8” 3/8” 3/8” 3/8” 1/8” 3/8” 3/8” 1/8” 3/8” 1/8” 1/8” TENSILE STRENGTH 26 PSI 26 PSI 44 PSI 202 PSI 26 PSI 26 PSI 44 PSI 202 PSI 26 PSI 44 PSI 202 PSI 44 PSI 202 PSI 202 PSI ULTRAVIOLET STABILITY 23% AT 23% AT 100% AT 100% AT 23% AT 23% AT 100% AT 100% AT 23% AT 100% AT 100% AT 100% AT 100% AT 100% AT % ORIGINAL STRENGTH 1000 HR. 1000 HR. 1000 HR. 1000 HR. 1000 HR. 1000 HR. 1000 HR. 1000 HR. 1000 HR. 1000 HR. 1000 HR. 1000 HR. 1000 HR. 1000 HR. (ASTM G-155) MINIMUM FUNCTIONAL 6 MONTHS 9 MONTHS 6 MONTHS 1 YEAR 2 YEARS 6 MONTHS 9 MONTHS 6 MONTHS 1 YEAR 2 YEARS 9 MONTHS 6 MONTHS 1 YEAR 2 YEARS 6 MONTHS 1 YEAR 2 YEARS 1 YEAR 2 YEARS 2 YEARS LONGEVITY TWO-PLY SYSTEMS INNER CONTAINMENT NETTING HDPE BIAXIAL NET HDPE BIAXIAL NET CONTINUOUSLY WOUND FUSION-WELDED JUNCTURES 3/4" X 3/4" MAX. APERTURE SIZE OUTER FILTRATION MESH COMPOSITE POLYPROPYLENE FABRIC COMPOSITE POLYPROPYLENE FABRIC (WOVEN LAYER AND NON-WOVEN FLEECE MECHANICALLY FUSED VIA NEEDLE PUNCH) 3/16” MAX. APERTURE SIZE MAX. APERTURE SIZE SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS. TABLE 4.2 - COMPOST STANDARDS ORGANIC MATTER CONTENT 25% - 100% (DRY WEIGHT BASIS) 25% - 100% (DRY WEIGHT BASIS) ORGANIC PORTION FIBROUS AND ELONGATED FIBROUS AND ELONGATED PH 5.5 - 8.5 5.5 - 8.5 MOISTURE CONTENT 30% - 60% 30% - 60% PARTICLE SIZE 30% - 50% PASS THROUGH 3/8" SIEVE 30% - 50% PASS THROUGH 3/8" SIEVE SOLUBLE SALT CONCENTRATION 5.0 DS/M (MMHOS/CM) MAXIMUM 5.0 DS/M (MMHOS/CM) MAXIMUM

AutoCAD SHX Text CONTRACTOR TO USE FILTREXX BRAND FILTER SOCK MEETING SPECIFICATION HIGHLIGHTED ABOVE. CONTRACTOR SHOULD PROVIDE TEST RESULTS OF THE COMPOST MATERIAL TO COUNTY CONSERVATION DISTRICT PRIOR TO PLACEMENT OF FILTER SOCKS IN THE FIELD. LOCAL INSTALLER INFORMATION: HILLTOP SERVICES, INC. 16403 POTTSVILLE PIKE HAMBURG, PA. 19526 610-562-3124

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NOT TO SCALE

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FLOW

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FLOW

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DISTURBED AREA

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UNDISTURBED AREA

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%%USECTION

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EXISTING CONTOURS

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COMPOST FILTER SOCK

AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER

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COMPOST FILTER SOCK

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BLOWN/PLACED FILTER MEDIA

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DISTURBED AREA

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UNDISTURBED AREA

AutoCAD SHX Text NOTES: SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S S RECOMMENDATIONS. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

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FILTER SOCK DETAIL

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FILTER SOCK

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FILTER SOCK LOCATION

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SOCK SIZE

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FS-1

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NORTHWEST CORNER OF SR 0222 (HAMILTON BOULEVARD) AND LINCOLN AVENUE (T- 518)

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FS-2

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FS-3

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SOUTHWEST CORNER OF SR 0222 (HAMILTON BOULEVARD) AND LINCOLN AVENUE (T-481)

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FS-4

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SOUTHEAST CORNER OF SR 0222 (HAMILTON BOULEVARD) AND LINCOLN AVENUE (T-481)

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NORTHEAST CORNER OF SR 0222 (HAMILTON BOULEVARD) AND LINCOLN AVENUE (T- 518)

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INTERSTATE476

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CIVIL ENGINEERING AND LAND PLANNING ARCHITECTURE LAND SURVEYING

OXFORD DRIVE AT FISH HATCHERY ROAD

2451 PARKWOOD DRIVE ALLENTOWN, PENNSYLVANIA 18103-9608

TELEPHONE: 610-791-2252

TELEFACSIMILE: 610-791-1256

E-MAIL: INFO@PIDCOCKCOMPANY.COM

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SR 0222 (HAMILTON BOULEVARD)

SOUTH WHITEHALL TOWNSHIP, LEHIGH COUNTY, PENNSYLVANIA

FOR

HIGHWAY OCCUPANCY PERMIT PLANS

SOUTH WHITEHALL TOWNSHIP

APPLICANT:

444 WALBERT AVENUE

ALLENTOWN, PA. 18104

ENGINEERING AND LAND PLANNING AR NG AND LAND PLANNING ARCHITECTURE LAND SURVEYING ENGINEERING AND LAND PLANNING A ENGINEERING AND LAND PLANNING A ENGINEERING…