1-25TOS-01 CDs-Bid Set (03.18.2026).pdf

PDF 9 MB Posted Mar 20, 2026

Attached to: Site Civil Improvements and Building Safety Upgrades Contract No. 1 – General Construction Contract No. 2 – Mechanical Construction Entech No. 4644. 029
Solicitation number: Not on record
Issued by: Berks County, South Pottstown CDP, Pennsylvania

About this file

Written by GovTribe AI · Mar 20, 2026

This is a set of construction documents for the West Wyomissing Park Phase 1 Site Improvement Contract prepared for the Township of Spring in Berks County, Pennsylvania. The project encompasses site improvements including two proposed basketball courts with 10-foot and 16-foot high fence enclosures, a shade sail structure, concrete walkways, bituminous pavement trails, benches, a misting post, bike racks, and landscape plantings. The construction documents include a cover sheet, existing conditions and demolition plan, layout plan, grading plan, construction details, planting plan, and erosion and sedimentation control plans with specifications. Sealed electronic proposals will be received by the Township of Spring until 10:00 AM on Friday, April 10, 2026. A pre-bid conference is scheduled for Tuesday, March 31, 2026, at 11:30 AM at the Township of Spring municipal building located at 2850 Windmill Road, Sinking Spring, PA 19608. Bids will remain effective for 60 calendar days from the bid opening date. All bidders must submit proposals on all items listed on the Bid Form with unit costs and alternatives.

A bid bond or certified check equal to 10 percent of the total base bid must accompany each proposal, along with a non-collusion affidavit. Upon award, a performance bond and payment bond, each in the amount of 100 percent of the contract price, will be required. The project is subject to the Pennsylvania Prevailing Wage Act. Plans and contract documents are available at no cost through PennBid (www.pennbid.net), and all inquiries must be submitted using the Questions feature in that system. The Township of Spring reserves the right to accept or reject any or all bids, re-advertise the contract, or waive any informality in bids received. The project is identified as part of funding assistance from the Department of Conservation and Natural Resources Bureau of Recreation and Conservation Growing Greener Bond Fund, as noted on the project signage detail.

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Other files

File	Type	Posted
2-Site Civil Improvements and Building Safety Upgrades Project Drawings 4644.029.pdf	PDF	May 11, 2026
1-Site Civil Improvements and Building Safety Upgrades Project Manual 4644.029.pdf	PDF	May 11, 2026
3-Site Civil Improvements and Building Safety Upgrades Addendum No. 1 4644.029.pdf	PDF	May 11, 2026
2-25TOS-01 Proj Manual03202026.pdf	PDF	Mar 20, 2026
1-Water Infiltration Remediation and Building Safety Contract No. 1 and Contract No. 2 Project Manual 4644.029.pdf	PDF	Mar 18, 2026
2-Water Infiltration Remediation and Building Safety Contract No. 1 and Contract No. 2 Project Drawings 4644.029.pdf	PDF	Mar 18, 2026

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89°56'16"

9.8

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LIST OF DRAWINGS:

LANDSCAPE ARCHITECT:

OWNER:

SITE LOCATION MAP

SCALE: 1" = 1,000'

CONTACT: ANN YOST, RLA

ENGINEER:

LEGEND:

DETAIL NO.

SHEET NO.

440.63

BITUMINOUS PAVEMENT

(COURTS)

BITUMINOUS PAVEMENT

(WALKWAY)

CONCRETE PAVEMENT

DETAIL DESIGNATION

SPOT GRADE

CONTOUR

CONTOUR (INDEX)

DEMOLITION NOTE

DESIGNATION

CONSTRUCTION NOTE

DESIGNATION

BENCH

TRASH RECEPTACLE

EXPANSION JOINT

GAME TABLE

CONCRETE

PROPERTY LINE

ADJOINER

RIGHT-OF-WAY

EASEMENT

CONTOUR

CONTOUR (INDEX)

FENCE

OVERHEAD ELECTRIC

GAS MAIN AND VALVE

WATER MAIN AND VALVE

WATER SHUT OFF VALVE

FIRE HYDRANT

UNDERGROUND ELECTRIC

SANITARY SEWER &

MANHOLE

STORMWATER LINE

SIGN

UTILITY POLE

DECIDUOUS TREE

PROPOSED

EXISTING

X X X

W sm 19 South Newberry Street

York, Pennsylvania 17401

(717) 812-9959 phone www.ysmla.com

Landscape Architects

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AS NOTED

TOWNSHIP OF SPRING

2850 WINDMILL ROAD

SINKING SPRING, PA 19608

(610) 678-5393

CONTACT: JUDY HOUCK, DIRECTOR OF PARKS AND RECREATION

S1.................. COVER SHEET

S2................ EXISTING CONDITIONS AND DEMOLITION PLAN

S3................ LAYOUT

S4................ GRADING PLAN

S5................ CONSTRUCTION DETAILS

S6................ PLANTING PLAN

ES1............... EROSION AND SEDIMENTATION CONTROL PLAN

ES2.............. EROSION AND SEDIMENTATION CONTROL DETAILS

0' 20' 40' 80'

SCALE 1" = 40'

OVERALL SITE PLAN

Construction Documents for:

WEST WYOMISSING PARK

PHASE 1 PARK IMPROVEMENTS

Township of Spring, Berks County, Pennsylvania

MARCH 2026

PROPOSED BASKETBALL COURTS

PROPOSED SHADE SAIL

GRAYBILL ENGINEERING, LLC

4219 OREGON PIKE

EPHRATA, PA 17522

(717) 588-2200

CONTACT: KIM W. GRAYBILL, PE, SENIOR ENGINEER

SITE

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PROPOSED BENCHES

PROPOSED MISTING POST

PROPOSED

BENCHES

PROPOSED WALKWAY

PROPOSED BIKE RACK

PROPOSED

PLANTINGS

PROPOSED FENCE

EXISTING BASKETBALL COURTS

SURVEYOR:

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ALLEY

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GARFIELD AVENUE

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ALLEY

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GARFIELD AVENUE

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S. MORWOOD AVENUE

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GARAGE

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BUILDING

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GARAGE

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GARAGE

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GARAGE

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GARAGE

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GARAGE

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SHED

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CARPORT

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TG = 312.49' INV = 306.49'

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TG = 310.38' INV OUT = 307.51'

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TG = 309.99' INV = 303.99'

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SAN RIM = 319.63' INV = 304.18'

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SAN RIM = 319.89' INV = 304.09'

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SAN RIM = 317.75' INV = 302.56'

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SAN RIM = 317.68' INV = 312.13'

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SAN RIM = 304.36' INV = 295.36'

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STORM RIM = 297.29'

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SAN RIM = 304.47'

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SAN RIM = 307.18' INV = 298.53'

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TG = 305.89' INV = 301.50'

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DRIVE

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DRIVE

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DRIVE

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DRIVE

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LOADING DOCK

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DRIVE

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EDGE OF PAVE (TYP.)

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EDGE OF PAVED COURTS

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GAS VALVE (TYP.)

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WATER VALVE (TYP.)

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BASKETBALL POLE

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SIGN - STOP

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SIGN - NO DOGS

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POSSIBLE LOT CORNER

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SEWER RIM = 312.36'

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EDGE OF CURB (TYP.)

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SAN RIM = 313.94' INV = 301.34'

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SIGN - STOP

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15" SLCPP

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DRIVE

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DRIVE

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CONC. WALK

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CONC. WALK

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CONC. WALK

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SAN RIM=304.40' INV=296.20'

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10" VTC

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10" VTC

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10" VTC

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10" VTC

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8" VTC

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8" VTC

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12" VTC

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15" CMP (APPROX. LOCATION)

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24" CMP

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AutoCAD SHX Text 913.78'

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CENTERLINE

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EDGE OF PAVE (TYP.)

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ALLEY CONSULTANTS

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GREAT

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ENGINEERS ARCHITECTS PLANNERS SURVEYORS CONSULTANTS

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75 COMMERCE DRIVE

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PHONE: 610-375-8822

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WYOMISSING, PA 19610-1038

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FAX: 610-375-8977

AutoCAD SHX Text www.greatvalleyconsultants.com

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SURVEY NOTES:

DEMOLITION NOTES:

1. BOUNDARY & TOPOGRAPHIC SURVEY PLAN INFORMATION SHOWN HEREIN

WAS PERFORMED BY GREAT VALLEY CONSULTANTS ON 7/21/20

DRAWING NUMBER 3011-448-D-001.

2. BASIS OF BEARING IS DEED NORTH.

EXISTING BITUMINOUS PAVEMENT TO BE REMOVED.

EXISTING BASKETBALL POLE TO BE REMOVED.

EXISTING CONCRETE SIDEWALK AND CURB TO BE

PROTECTED AND PRESERVED.

EXISTING BITUMINOUS PAVEMENT TO BE PROTECTED AND

PRESERVED.

EXISTING ELECTRIC POLE AND OVERHEAD WIRE TO BE

PROTECTED AND PRESERVED.

EXISTING WATER LINE AND APPURTENANCES TO BE

PROTECTED AND PRESERVED.

EXISTING STORM WATER STRUCTURE TO BE PROTECTED

AND PRESERVED.

EXISTING SIGN TO BE PROTECTED AND PRESERVED.

EXISTING FENCE TO REMOVED.

SAW CUT WITH NEAT, STRAIGHT, SHARP LINE WITH

VERTICAL EDGES WHERE EXISTING PAVEMENT TO REMAIN

ABUTS PAVEMENT TO BE REMOVED.

N O

R T H 0' 5' 10' 20'

SCALE 1" = 10'

X X X

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GARAGE

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SAN RIM = 319.63' INV = 304.18'

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SAN RIM = 319.89' INV = 304.09'

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LOADING DOCK

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DRIVE

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EDGE OF PAVE (TYP.)

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EDGE OF PAVED PLAY AREA

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FENCE - CHAIN LINK (TYP.)

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BASKETBALL POLE

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UP 219

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CONC. WALK

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10" VTC

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10" VTC

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8" VTC

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CENTERLINE

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29.67'

XXXXXXXXX

16' HIGH POST (C3)

40.83'

51.2 5'3

SHADE SAIL

10' HIGH POST (C2)

X X X X X X X X X X X X X X X X X X X

10'

42'

20'

42'

10'

124' 2'

62'

1.5

12.5'

E J

.7 1'

11'

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12' HIGH POST (C1)

R5'

R3'

5.5

R5'

LAYOUT P.O.B.

N 365932.30 E 2459145.25

5'TYP.

T Y

5'TYP.5

T Y

(TYP.)

148.5'

5' BIKE RACK

MISTER

CURVE TABLE

CURVE LENGTH RADIUS TANGENT DELTA CHORD BEARING

C1 35.342' 130.00' 17.781' 015.5765 (d) 35.233' N55° 50' 52.93"E

LINE TABLE

LINE LENGTH BEARING

L1 101.66' N48° 03' 35.22"E

FUTURE TRAIL

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1" = 10'

PLAN LOCATION AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SUCH PLAN CHANGES, SHOULD THEY BECOME NECESSARY, ARE SUBJECT

TO MUNICIPAL AND COUNTY ORDINANCES.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE START OF CONSTRUCTION

ACTIVITIES.

MAINTAIN AND PROTECT PROPERTY LINE STAKES THROUGHOUT THE CONSTRUCTION OF THE PROJECT.

AUTOCAD FILES AVAILABLE FOR CONSTRUCTION LAYOUT.

LAYOUT NOTES:

N O

R T H 0' 5' 10' 20'

SCALE 1" = 10'

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GARAGE

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SAN RIM = 319.63' INV = 304.18'

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SAN RIM = 319.89' INV = 304.09'

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LOADING DOCK

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DRIVE

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UP 219

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SIGN - STOP

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CONC. WALK

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10" VTC

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10" VTC

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8" VTC

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CENTERLINE

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XXXXXXXXX

319.20 EX.

319.45 EX.

319.50

318.12

319.03

318.97

318.68

318.59

319.32

318.77

318.63

318.45

317.75

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X X X X X X X X X X X X X X X X X X X 317.82

X X

W W

PROPOSED WATER METER PIT

(VERIFY SIZE AND ASSEMBLY

REQUIREMENTS WITH WATER

AUTHORITY)

PROPOSED 1" WATER SERVICE

LINE TO MISTING POST (VERIFY

ACCEPTABLE MATERIAL TYPE

WITH WATER AUTHORITY)

PROPOSED MISTER

CONNECT PROPOSED 1" WATER

SERVICE LINE TO EXISTING WATER

SHUTOFF VALVE (VERIFY THAT THE

EXISTING LINE AND VALVE ARE

OPERATIVE WITH WATER AUTHORITY)

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1" = 10'

CONSTRUCTION NOTES:

N O

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SCALE 1" = 10'

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING "THE

PENNSYLVANIA ONE-CALL SYSTEM" AT 1-800-242-1776 TO OBTAIN

INFORMATION ON UTILITY LOCATIONS ONSITE PRIOR TO INITIATING

CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FROM

THE MUNICIPALITY RELATIVE TO THE CONSTRUCTION PROPOSED ON THIS

PLAN.

CONTRACTOR SHALL COMPLY WITH ALL TOWNSHIP, STATE, AND FEDERAL

REGULATIONS IN EFFECT AT THE TIME OF SUBMISSION.

CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND THE

LANDSCAPE ARCHITECT OF THE TIME AND DATE OF THE PRE-CONSTRUCTION

MEETING.

CONTRACTOR SHALL MAINTAIN AND PROTECT PROPERTY LINE STAKES

THROUGHOUT THE CONSTRUCTION OF THE PROJECT.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, TRENCH

BARRICADING AND COVERING, SHEETING AND SHORING AS NECESSARY.

ALL PERIMETER EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE

ANY WORK BEGINS. CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL

EROSION AND SEDIMENTATION CONTROL MEASURES, TEMPORARY AS WELL

AS PERMANENT, THROUGHOUT THE LIFE OF THE PROJECT.

CONTRACTOR SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO

CONTROL WATER AND WIND EROSION (DUST CONTROL). ADJACENT ROAD

SHALL BE KEPT CLEAN AND UNOBSTRUCTED AT ALL TIMES.

CONTRACTOR SHALL CHECK AND VERIFY EXISTING CONDITIONS PRIOR TO

CONSTRUCTION.

CONFIRM EXISTING UTILITY LOCATIONS, DEPTHS AND INVERTS PRIOR TO

COMMENCING ANY WORK. COORDINATE ALL WORK AND DETAILS WITH

MUNICIPAL ENGINEER AND/OR UTILITY COMPANY. NOTIFY OWNER'S

REPRESENTATIVE IF DISCREPANCIES EXISTS. PROTECT EXISTING UTILITIES TO

REMAIN.

REFER TO EXISTING CONDITIONS / SITE DEMOLITION PLAN FOR DEMOLITION

NOTES.

CONTOURS AND SPOT GRADES ARE CONTROLS ONLY. ALL GRADING

SHALL BE SMOOTH AND CONTINUOUS. TOPS AND BOTTOMS OF ALL

SLOPES SHALL BE ROUNDED.

PROVIDE GRADUAL TRANSITION IN GRADING TO MEET EXISTING CONDITIONS

WITHIN LIMITS OF DISTURBANCE.

WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, MEET LINE AND

GRADE OF THE EXISTING PAVEMENT.

ALL PROPOSED WALKS SHALL MAINTAIN A 1 % MINIMUM AND 2 % MAXIMUM

CROSS SLOPE WITH A MAXIMUM 5 % LONGITUDINAL RUNNING SLOPE AND

ADHERE TO THE 2010 ADA STANDARD UNLESS OTHERWISE NOTED. UNDER

NO CIRCUMSTANCES SHALL THE PROPOSED WALK CREATE A LOW SPOT OR

POND WATER.

SAW CUT WITH NEAT, STRAIGHT, SHARP LINE WITH VERTICAL EDGES WHERE

EXISTING PAVEMENT TO REMAIN ABUTS PAVEMENT TO BE REMOVED.

ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED

TO PRE-CONSTRUCTION CONDITIONS. LAWN AREAS DISTURBED BY

CONSTRUCTION SHALL BE FINE GRADED AND SEEDED TO BLEND WITH

SURROUNDING GRACES TO A NEAT UNIFORM APPEARANCE.

TEMPORARY FENCING SHALL BE MAINTAINED THROUGHOUT THE

CONSTRUCTION PERIOD.

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GARAGE

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SAN RIM = 319.63' INV = 304.18'

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SAN RIM = 319.89' INV = 304.09'

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LOADING DOCK

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DRIVE

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UP 219

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UP 49056 S36580

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UP 218

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SIGN - STOP

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SIGN - STOP

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CONC. WALK

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CONC. WALK

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10" VTC

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10" VTC

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8" VTC

AutoCAD SHX Text 5'x5' BOX CULVERT

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CENTERLINE

AutoCAD SHX Text 25'

AutoCAD SHX Text 12'

AutoCAD SHX Text 25'

AutoCAD SHX Text 10.62'

AutoCAD SHX Text 10.28'

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3/18/2026

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25TOS-01

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AS NOTED

X XX X X X X

BROOM FINISH

SCALE: 1" = 1'-0"

S210

COMPACTED OR UNDISTURBED

SUBGRADE

4" #57 COARSE AGGREGATE

4" CONCRETE

WELDED WIRE FABRIC

6 x 6 x W1.4 x W1.4

1/2" EXPANSION JOINT WITH

SEALANT, 30' O.C. MAX.

TOOL JOINT 1/2" DEPTH MIN.

CONCRETE PAVEMENT

Y P

NOT TO SCALE

S212

DIRECTION OF FINISH STROKES IS

PARALLEL TO OR IS PERPENDICULAR

TO JOINT SCORING PATTERN.

TOOL JOINT OR EXPANSION JOINT

2" WIDE SMOOTH TOOLED FINISH

BOTH SIDES OF JOINT

PERPENDICULAR CONCRETE FINISH

S104

SCALE: 1/2" = 1'-0"

3'-0" Ø

CONCRETE FOOTING

COMPACTED OR

UNDISTURBED SUBGRADE

FINISH GRADE

POST

BASKETBALL POST FOOTING

NOTE:

COLOR COAT SURFACING SHALL EXTEND

TO ALL BITUMINOUS SURFACE AREAS

INCLUDING AREAS BEYOND FENCING.

SCALE: 1" = 1'-0"

S203

0'-6"

0'-9"

8" #2A COARSE AGGREGATE

COMPACTED OR

UNDISTURBED SUBGRADE

2.5" BINDER COURSE

1.5" WEARING COURSE

COLOR SURFACE

TAMP EDGE

DIMENSIONED EDGE

BITUMINOUS PAVEMENT - COURT2

SCALE: 1/2" = 1'-0" S611

1'-0" Ø

10'-0" MAX. SPACING

COMPACTED OR

UNDISTURBED

SUBGRADE

CONCRETE

FOOTING

W/ 1" DOME

TRUSS ROD WITH TURNBUCKLE

LOCATED AT CORNERS AND

ENDS ONLY

LINE POST

CORNER POST OR END POST

TOP RAIL

CAP

FABRIC MESH W/ KNUCKLE

SELVAGE TOP AND BOTTOM.

HOG RINGS 12" O.C. AT TOP RAIL,

POSTS AND TENSION WIRE

BOTTOM RAIL

1'-0"

CHAIN LINK FENCE - 4' HIGH

SCALE: 1" = 1'-0"

S206

0'-6"

0'-9"

COMPACTED OR UNDISTURBED

SUBGRADE

6" #2A COARSE AGGREGATE

2" BINDER COURSE

1-1/2" WEARING COURSE

TAMP EDGE

DIMENSIONED EDGE

BITUMINOUS PAVEMENT - TRAIL

1'-6" (MIN.)

SCALE: 3/4" = 1'-0" S601

COMPACTED OR

UNDISTURBED SUBGRADE

POST

CONCRETE FOOTING WITH 1" DOME

FINISHED GRADE

TYPICAL FOOTING

4'-0"

3'-0"

18'-10" FOUL SHOT

19'-0" TO CENTER 19'-9" 5'-3"

3'-0"

1'-0"

3'-0"

1'-

R6'-0"(TYP.)

R6'-0 "R2'-0"

NEUTRAL ZONE MARKS 12" WIDE BY 8"

DEEP (WHITE)

LANE SPACE MARKS 2" WIDE BY 8"

DEEP

NOTES:

1. THE MIDCOURT MARKS SHALL BE

THE SAME COLOR AS THE

BOUNDARY LINES.

2. ALL LINES SHALL BE 2" WIDE

(NEUTRAL ZONE EXCLUDED) WHITE

PAINT.

3. ALL DIMENSIONS ARE TO THE

INSIDE EDGES OF LINES UNLESS

OTHERWISE NOTED.

4. A 10' MINIMUM CLEAR SPACE SHALL

BE PROVIDED ALONG EACH

SIDELINE AND EACH END LINE.

5. SEE LAYOUT PLAN FOR EDGE OF

PAVEMENT.

74'-0"

37'-0" 37'-0"

23'-0" 14'-0"

BACKBOARD POST (TYP.)

BACKBOARD

END LINE

CENTER LINE

SIDELINE

S100SCALE: 1" = 10'

BASKETBALL COURT FULL COURT (74'x42')

SCALE: 1/2" = 1'-0"

1'-0"Ø0

COMPACTED OR

UNDISTURBED SUBGRADE

CONCRETE

FOOTING

W/ 1" DOME

TRUSS ROD WITH TURNBUCKLE

LOCATED AT CORNERS AND

ENDS ONLY

LINE POST

MID RAIL

TOP RAIL

CAP

FABRIC MESH W/ KNUCKLE

SELVAGE TOP AND BOTTOM.

HOG RINGS 12" O.C. AT TOP RAIL,

POSTS AND TENSION WIRE

FINISHED GRADE

CORNER POST OR END POST

BOTTOM RAIL

1'-0" 10'-0" MAX. SPACING

CHAIN LINK FENCE - 10' HIGH (COURT)

3'-6" DIA. (C1 & C2); 4'-0" DIA. (C3)

SCALE: 3/4" = 1'-0"

COMPACTED OR

UNDISTURBED SUBGRADE

STEEL COLUMN

8-5/8" DIA. X .322" WALL (C1 & C2)

12-3/4" DIA. X .375" WALL (C3)

CONCRETE FOOTING

FINISH GRADE

O V

E R

L L S

#6 VERTICAL BARS

16 BARS (C1 & C2); 21 BARS (C3)

#3 HOOPS @ 12" MAX. APART

FROM EACH OTHER

36" LONG, 1" Ø ANCHOR BOLT

NOTE:

GROUT, HOOPS, REBAR

& ANCHOR BOLTS NOT

SUPPLIED BY FACTORY

FILL WITH 1" NON-SHRINK GROUT

SHADE SAIL FOOTING

WEST WYOMISSING

TOWNSHIP OF SPRING

Funding assistance has been provided by the

Department of Conservation and Natural Resources Bureau of Recreation and Conservation Growing Greener Bond Fund

6'-0"

3MM ACM WHITE SIGN PANEL

13" X 22" TOWNSHIP OF SPRING LOGO

(ELECTRONIC FILE TO BE PROVIDED)

DCNR GROWING GREENER LOGO

SCALE: AS NOTED

PARK ENTRY SIGN (N.I.C.)11

SIGN FRAME ELEVATION

6'-0"

2" 2"

SCALE: 1/2" = 1'-0"

SECURE SIGN PANELS / SIGN BOARD

ASSEMBLY TO SIGN MOUNTING

BRACKETS WITH STAINLESS STEEL

PAN HEAD CHICAGO BOLT AND

MATING SCREW OR OTHER APPROVED

METHOD, MINIMUM 4 PER SIGN

3MM ACM WHITE SIGN PANEL SECURE

TO LUSTERBOARD SIGN PANEL PER

MANUFACTURER INSTRUCTIONS

(SEE DETAILS FOR SIGN PANEL

GRAPHICS)

1/2" IVY GREEN LUSTERBOARD SIGN

BOARD

1'-

SIGN MOUNTING BRACKET, POWDER

COAT GREEN, TO MATCH IVY GREEN

LUSTERBOARD, UV RESISTANT

SCALE: 1/4" = 1'-0"

(2) 1/2" IVY GREEN

LUSTERBOARD SIGN BOARD

3MM (2) ACM WHITE

SIGN PANEL (FRONT)

SIGN MOUNTING BRACKET

6"Ø CIRCULAR STEEL PIPE WITH

DOME TOP, POWDER COAT GREEN,

TO MATCH IVY GREEN LUSTERBOARD

STAINLESS STEEL PAN HEAD

CHICAGO BOLT AND MATING SCREW,

PAINT SCREW TO MATCH SIGN

SIGN MOUNTING

BRACKET

1'-6" Ø

CONCRETE FOOTING

WITH 1" DOME TOP

#57 COARSE AGGREGATE

COMPACTED OR

UNDISTURBED SUBGRADE

FRONT OF SIGN

SCALE: 1/2" = 1'-0"

PARK

" 4" VINYL LETTERS, 1 1/2" SPACING,

FONT: GEORGIA - BOLD, COLOR:

BLUE, TO MATCH LOGO BLUE

3" VINYL LETTERS, FONT:

GEORGIA - REGULAR, COLOR:

BLUE, TO MATCH LOGO BLUE

1.25" VINYL LETTERS, FONT: ARIAL

- REGULAR, COLOR: BLACK

XXXXXXXXX

X X X X X X X X X X X X X X X X X X X

Vr 5To

Ig 5Ca

X X

W W

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Project Number:

T W

C O

R U

O N

D O

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O F

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O U

, P

3/18/2026

AEY/JAR

25TOS-01

P O

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1" = 10'

N O

R T H 0' 5' 10' 20'

SCALE 1" = 10'

STAKES TO BE SECURED TO TREE ABOVE FIRST

LATERAL BRANCHES BUT NO HIGHER THAN 1/2 OF

TREE HEIGHT.

USE 3 HARDWOOD STAKES PER TREE

V A

1'-0"

MIN.

STAKES TO EXTEND 1'-6" BELOW TREE PIT IN

UNDISTURBED GROUND

SCARIFY TO A DEPTH OF 4" AND RECOMPACT

PLANT MIXTURE

MOUND SOIL TO FORM SAUCER

REMOVE BURLAP FROM TOP 1/3 OF BALL

3" (SETTLED DEPTH) OF MULCH

PRUNE TO THIN AND SHAPE TREE CANOPY-15% OF

BRANCHES MAX.

REMOVE ANY DEAD BRANCHES.

1/2" I.D. RUBBER HOSE

NOT TO SCALE

APPLY TREE WRAP ON TREE TRUNK UP TO FIRST

LIMB

12 GA. GUY WIRE FASTEN TO ALLOW SOME

MOVEMENT OF TRUNK

NOTES:

1. STAKE TREES IN WINDY OR EXPOSED LOCATIONS

ONLY.

2. TREE SHALL BEAR SAME RELATION TO FINISHED

GRADE AS IT BORE TO PREVIOUS GRADE.

S500

DECIDUOUS TREE PLANTING

V A

3" (SETTLED DEPTH) MULCH TO FORM SAUCER

AROUND PLANT. DO NOT MOUND AT ROOT

BASE.

BARE ROOT OR CONTAINER SHRUBS

SCARIFY TO 4" DEPTH AND RECOMPACT

BALLED AND BURLAPPED SHRUBS

PLANT MIXTURE

SUBGRADE

NOTES:

1. DO NOT PRUNE EVERGREEN SHRUBS.

REMOVE DEAD OR DAMAGED BRANCHES

FROM SHRUBS.

2. REMOVE BURLAP AT LEAST FROM TOP 1/3

OF BALL, REMOVE ENTIRELY IF POSSIBLE,

WITHOUT DAMAGING THE ROOT BALL. WITH

CONTAINER PLANTS, REMOVE POTS AND

LOOSEN BALLS

SET ROOT COLLAR 1

2" ABOVE FINISHED GRADE

NOT TO SCALE S504

2/3 THE WIDTH OF THE

ROOT BALL, MINIMUM

SHRUB PLANTING

EDGE OF SIDEWALK, BED OR

PROPERTY LINE

PLANT TYPICAL- SEE

LANDSCAPE PLAN FOR TYPES

AND QUANTITIES

GROUNDCOVER / PERENNIAL

PLANT

2" MULCH LAYER (SETTLING

DEPTH)

SCARIFIED COMPACTED SOIL

8" PLANTING SOIL MIX AS

SPECIFIED

X T Y

X (TYP.)

NOT TO SCALE

PLAN

SECTION

S505

MULCH LAYER

GROUNDCOVER / PERENNIAL PLANTING

CommentsSpacingRootSizeCommon NameBotanical NameQuantitySymbol

PLANT LIST

5'-6" O.C.B&B48" HeightLeatherleaf Viburnum AlleghenyViburnum rhytidophyllum 'Allegheny'Vr

3'-6" O.C.B&B6' HeightArborvitae Holmstrup AmericanThuja occidentalis 'Holmstrup'To

Rf Rudbeckia fulgida speciosa 'Goldsturm' Black Eyed Susan No. 2 Cont.

3'-0" O.C.Shamrock Inkberry HollyIlex glabra 'Shamrock'Ig

2'-6" O.C.No. 5 Cont.Kodiak Orange Bush HoneysuckleDiervilla x Kodiak OrangeDx

No. 2 Cont.Karl Foerster Feather Reed GrassCalamagrostis x acutifolia 'Karl Foerster'Cx

3 Gal. Cont.American BeautyberryCallicarpa americanaCa

Ar Acer rubrum ' Redpointe' Redpointe Red Maple 2.5" Cal. B&B As Shown3

1'-6" O.C.

2'-0" O.C.

No. 5 Cont.

3'-6" O.C.

AutoCAD SHX Text

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WEST LAWN AVENUE

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ALLEY

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GARFIELD AVENUE

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GARAGE

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SAN RIM = 319.63' INV = 304.18'

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SAN RIM = 319.89' INV = 304.09'

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DRIVE

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UP 219

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UP 49056 S36580

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UP 218

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SIGN - STOP

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SIGN - STOP

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CONC. WALK

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CONC. WALK

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10" VTC

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10" VTC

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8" VTC

AutoCAD SHX Text 5'x5' BOX CULVERT

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CENTERLINE

AutoCAD SHX Text 25'

AutoCAD SHX Text 12'

AutoCAD SHX Text 25'

AutoCAD SHX Text 10.62'

AutoCAD SHX Text 10.28'

XXXXXXXXX

X X X X X X X X X X X X X X X X X X X

X X

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WEST LAWN AVENUE

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ALLEY

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GARAGE

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BUILDING

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TG = 312.49' INV = 306.49'

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SAN RIM = 319.63' INV = 304.18'

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SAN RIM = 319.89' INV = 304.09'

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LOADING DOCK

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DRIVE

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UP 219

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UP 49056 S36580

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UP 218

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UP 217

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SIGN - STOP

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SIGN - STOP

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CONC. WALK

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CONC. WALK

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10" VTC

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10" VTC

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8" VTC

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24" CMP

AutoCAD SHX Text 5'x5' BOX CULVERT

AutoCAD SHX Text N 85°13'27" E

AutoCAD SHX Text 913.78'

AutoCAD SHX Text N 04°46'33" W

AutoCAD SHX Text 125.00'

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CENTERLINE

AutoCAD SHX Text 25'

AutoCAD SHX Text 12'

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AutoCAD SHX Text 10.62'

AutoCAD SHX Text 10.28'

AutoCAD SHX Text 29.67'

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W/COOL MISTER

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DB ONLY

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319.20 EX.

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319.45 EX.

AutoCAD SHX Text 319.50

AutoCAD SHX Text 318.12

AutoCAD SHX Text 319.03

AutoCAD SHX Text 318.97

AutoCAD SHX Text 318.68

AutoCAD SHX Text 318.59

AutoCAD SHX Text 319.32

AutoCAD SHX Text 318.77

AutoCAD SHX Text 318.63

AutoCAD SHX Text 318.45

AutoCAD SHX Text 317.75

AutoCAD SHX Text 318.01

AutoCAD SHX Text 318.10

AutoCAD SHX Text 318.25

AutoCAD SHX Text 318.26

AutoCAD SHX Text 318.41

AutoCAD SHX Text 318.61

AutoCAD SHX Text 319.17

AutoCAD SHX Text

AutoCAD SHX Text 319.39

AutoCAD SHX Text 319.32

AutoCAD SHX Text 319.29

AutoCAD SHX Text 319.34

AutoCAD SHX Text 319.46

AutoCAD SHX Text 317.82

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LIMIT OF DISTURBANCE

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CONCRETE WASHOUT AREA (SEE DETAIL)

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TEMPORARY 50' ROCK CONSTRUCTION ENTRANCE

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TEMPORARY TOPSOIL STOCKPILE

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FILTER SOCK #1

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FILTER SOCK #2

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LINE SLOPE WITH NORTH AMERICAN GREEN S75 TO LIMITS SHOWN (TYP.)

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LIMIT OF DISTURBANCE

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CLIENT

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MANAGER:

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DESIGN BY:

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DRAWN BY:

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SURVEYOR

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CHKD BY:

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DATE

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NO.

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REVISIONS

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DRAWING REFERENCE:

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DATE:

AutoCAD SHX Text 25-1160-04-A

AutoCAD SHX Text

FEBRUARY 10, 2026

AutoCAD SHX Text YSM LANCSCAPE ARCHITECTS c/o MR. CHUCK STRODOSKI

AutoCAD SHX Text

19 SOUTH NEWBERRY STREET YORK, PA 17401 (717) 812-9959

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DAF

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KWG

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KIM W. GRAYBILL, PE

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KWG

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WEST WYOMISSING PARK PHASE 1

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SPRING TOWNSHIP

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BERKS COUNTY, PA

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FOR

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EROSION AND SEDIMENTATION CONTROL PLAN

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LEGEND

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EXISTING CENTERLINE

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EXISTING ADJOINER LINE

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EXISTING RIGHT-OF-WAY LINE

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EXISTING PROJECT BOUNDARY LINE

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EXISTING UTILITY POLE

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EXISTING OVERHEAD ELECTRIC

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EXISTING EDGE OF PAVEMENT

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PROPOSED EDGE OF PAVEMENT

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PROPOSED CONCRETE

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EXISTING CONTOUR LINE

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PROPOSED CONTOUR LINE

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AutoCAD SHX Text 318.01

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PROPOSED SPOT ELEVATION

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PROPOSED NORTH AMERICAN

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GREEN S75 LINING

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LIMIT OF DISTURBANCE (0.57 AC.)

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FILTER SOCK

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SOILS CLASSIFICATIONS

AutoCAD SHX Text ENTIRE SITE CONSISTS OF UmB - URBAN LAND - DUFFIELD COMPLEX, 0-8% SLOPES

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ES1

PROPOSED FENCE

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SURVEYOR

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CHKD BY:

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DATE

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NO.

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REVISIONS

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DRAWING REFERENCE:

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DATE:

AutoCAD SHX Text 25-1160-04-A

AutoCAD SHX Text

FEBRUARY 10, 2026

AutoCAD SHX Text YSM LANCSCAPE ARCHITECTS c/o MR. CHUCK STRODOSKI

AutoCAD SHX Text

19 SOUTH NEWBERRY STREET YORK, PA 17401 (717) 812-9959

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DAF

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KWG

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KIM W. GRAYBILL, PE

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KWG

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WEST WYOMISSING PARK PHASE 1

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SPRING TOWNSHIP

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BERKS COUNTY, PA

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FOR

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EROSION AND SEDIMENTATION CONTROL DETAILS

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%%UCONSTRUCTION SEQUENCE/SEQUENCE OF SCM INSTALLATION

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%%USECTION

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24" DIA. COMPOST FILTER SOCK

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24" DIA. COMPOST FILTER SOCK

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12" MIN.

AutoCAD SHX Text 2" x 2" x 36" WOODEN STAKES PLACED 5' ON CENTER

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MAXIMUM DEPTH OF CONCRETE WASHOUT WATER IS 50% OF FILTER RING HEIGHT

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DIRECT CONCRETE WASHOUT WATER INTO FILTER RING

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24" DIA. COMPOST FILTER SOCK. 4' MIN. OVERLAP ON UPSLOPE SIDE OF FILTER RING

AutoCAD SHX Text NOTES: 1. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE. 2. 18" DIA. FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIA. 18" DIA. FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIA. SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT. 3. A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE LOCATION OF THE WASHOUT PRIOR TO INSTALLING THE SOCKS.

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NOT TO SCALE

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COMPOST SOCK CONCRETE WASHOUT

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UNDISTURBED AREA

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UNDISTURBED AREA

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UNDISTURBED AREA

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UNDISTURBED AREA

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ROCK CONSTRUCTION ENTRANCE

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PROFILE

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PLAN VIEW

AutoCAD SHX Text NOTES: 1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE. 2. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE. 3. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED. 4. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

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EXISTING ROADWAY

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EXISTING ROADWAY

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MOUNTABLE BERM AS NECESSARY WHEN ACCESS SLOPES TOWARDS ROAD (6" MIN.)

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PIPE AND GEOTEXTILE AS NECESSARY

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GEOTEXTILE FABRIC

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* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

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50' MINIMUM

AutoCAD SHX Text 3'

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50' NSP

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100' SP

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50' MINIMUM

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50' NSP

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100' SP

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20' MIN.

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ORANGE CONSTRUCTION FENCE (IF NOT IN CUT/FILL)

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MINIMUM 8" AASHTO #1 AGGREGATE

AutoCAD SHX Text MINIMUM 4" ROLLED AND COMPACTED PENNDOT 2RC AGGREGATE OVER 4" AASHTO #1 AGGREGATE

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MOUNTABLE BERM AS NECESSARY* (6" MIN.)

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NOT TO SCALE

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NSP:NON-SPECIAL PROTECTION WATERSHED SP:SPECIAL PROTECTION WATERSHED

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LIMESTONE - PULV. AG.

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LIMESTONE - 50 LBS./1000 S.F.

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FERTILIZER - 10-20-20 ANALYSIS COMM.

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FERTILIZER - 10 LBS./1000 S.F.

AutoCAD SHX Text LIMESTONE AND FERTILIZER SHALL BE APPLIED UNIFORMLY TO AREAS TO BE SEEDED, AND WORKED INTO THE SOIL TO A DEPTH OF 2".

AutoCAD SHX Text Limestone - pulv. Ag.

AutoCAD SHX Text Limestone - 50 lbs./1000 s.f.

AutoCAD SHX Text Fertilizer - 10-20-20

AutoCAD SHX Text Fertilizer - 10 lbs./1000 s.f.

AutoCAD SHX Text ALL TOPSOIL SHALL BE LOOSENED TO A DEPTH OF AT LEAST 4". ALL OBJECTIONABLE MATERIAL LARGER THAN 2" SHALL BE REMOVED.

AutoCAD SHX Text LIMESTONE AND FERTILIZER SHALL BE APPLIED UNIFORMLY TO AREAS TO BE SEEDED, AND WORKED INTO THE SOIL TO A DEPTH OF 2".

AutoCAD SHX Text 95%

AutoCAD SHX Text 25%

AutoCAD SHX Text Ryegrass or Red Fescue

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TEMPORARY SEED MIXTURE BY WEIGHT PURITY GERMINATION

AutoCAD SHX Text Kentucky 31 Tall Fescue

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PROPORTION MINIMUM MINIMUM

AutoCAD SHX Text 75%

AutoCAD SHX Text 95%

AutoCAD SHX Text 80%%%

AutoCAD SHX Text SEED MIXTURE SHALL BEAR A GUARANTEED STATEMENT OF SHALL BEAR A GUARANTEED STATEMENT OF ANALYSIS AND SHALL BE COMPOSED OF THE VARIETIES FOLLOWING AND MIXED IN THE OF PROPORTIONS SPECIFIED.

AutoCAD SHX Text THREE PERCENT REDTOP MAY BE ADDED TO THE LAWN MIXTURE ON SLOPE AREAS OR FOR LATE SPRING OR LATE FALL SEEDING.

AutoCAD SHX Text TEMPORARY SEEDING SHALL BE APPLIED AT THE RATE OF ONE (1) POUND PER THOUSAND (1,000) SQUARE FEET.

AutoCAD SHX Text ALL AREAS TO BE SEEDED SHALL BE LOOSENED TO A DEPTH OF AT LEAST TWO INCHES BY MECHANICAL MEANS.

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MULCH SEEDED AREAS IMMEDIATELY AFTER SEEDING.

AutoCAD SHX Text SEEDING - SEED ALL DISTURBED AREAS WITH THE TEMPORARY SEED MIXTURE. SEEDING SHALL OCCUR BETWEEN MARCH 15 - JUNE 15 OR AUGUST 15 - OCTOBER 15, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

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SEEDING NOTES: PERMANENT PERMANENT

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SEEDING NOTES: TEMPORARY TEMPORARY

AutoCAD SHX Text SEED MIXTURE OVERTIME TALL FESCUE MIX FORMULATION: 34% COCHISE III TURF TYPE TALL FESCUE 33% CORTEZ II TURF TYPE TALL FESCUE 33% EXPEDITION TURF TYPE TALL FESCUE SEEDING RATES: NEW LAWNS: 7-10 LBS. PER 1,000 S.F. OVERSEEDING: 3 -5 LBS. PER 1,000 S.F. 12-5 LBS. PER 1,000 S.F. METHOD OF SEEDING: BROADCAST SEED FOLLOWED BY LIGHTLY ROLLING OR PACKING SEED. SEED TO SOIL CONTACT IS VITAL TO HAVING A SUCCESSFUL STAND. SEED SHOULD BE PLANTED NO MORE THAN INCH DEEP. OVERSEEDING CAN BE DONE WITH A SLIT SEEDER.14 INCH DEEP. OVERSEEDING CAN BE DONE WITH A SLIT SEEDER.

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EROSION & SEDIMENT POLLUTION CONTROL NOTES:

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LIABILITY NOTE:

AutoCAD SHX Text FAILURE TO CORRECTLY INSTALL SEDIMENT CONTROL FACILITIES OR FAILURE TO PREVENT SEDIMENT LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE OR FAILURE TO TAKE CORRECTIVE ACTIONS TO IMMEDIATELY RESOLVE FAILURES OF SEDIMENT CONTROL FACILITIES MAY RESULT IN ADMINISTRATIVE, CIVIL AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS DEFINED IN SECTION 602 OF THE CLEAN STREAMS LAW OF PENNSYLVANIA. 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.

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MULCHING: TEMPORARY AND PERMANENT TEMPORARY AND PERMANENT

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C. MAINTENANCE OF SEDIMENT AND EROSION CONTROL FACILITIES

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E. RESTORATION OF PLANTING AREAS

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B. GENERAL SEDIMENT AND EROSION CONTROL METHODS/PROCEDURES

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A. GENERAL EROSION AND SEDIMENT CONTROL GUIDELINES

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1. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS 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. 2. IN ALL CASES, THE SMALLEST PRACTICAL AREA OF STABLE LAND SURFACE IN ALL CASES, THE SMALLEST PRACTICAL AREA OF STABLE LAND SURFACE SHALL BE DISTURBED. 3. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE 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. 4. ALL RELATED SEDIMENT AND EROSION CONTROL FACILITIES SHALL BE IN ALL RELATED SEDIMENT AND EROSION CONTROL FACILITIES SHALL BE IN PLACE AND CAPABLE OF FUNCTIONING AS INTENDED PRIOR TO EARTHMOVING ACTIVITY WITHIN THEIR CONTRIBUTING WATERSHED AREAS. 5. THE TOTAL LENGTH OF EXCAVATED TRENCH OPEN AT ANY ONE TIME THE TOTAL LENGTH OF EXCAVATED TRENCH OPEN AT ANY ONE TIME SHOULD NOT BE GREATER THAN THE TOTAL LENGTH OF UTILITY LINE THAT CAN BE PLACED IN THE TRENCH AND BACK-FILLED IN ONE WORKING DAY. NO MORE THAN 50 LINEAL FEET OF OPEN TRENCH SHOULD EXIST WHEN UTILITY LINE INSTALLATION CEASES AT THE END OF THE WORKDAY. 6. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. 7. EXCAVATED MATERIAL (SPOIL) SHALL BE PLACED UP SLOPE FROM THE EXCAVATED MATERIAL (SPOIL) SHALL BE PLACED UP SLOPE FROM THE EXCAVATION WHENEVER POSSIBLE. RUNOFF FROM SPOIL PILES SHALL BE DIRECTED THROUGH A SEDIMENT FILTER STRUCTURE AND DISCHARGED IN A NON-EROSIVE MANNER. 8. DEWATERING EQUIPMENT DISCHARGE SHALL BE DIRECTED ONTO A DEWATERING EQUIPMENT DISCHARGE SHALL BE DIRECTED ONTO A STABILIZED SURFACE SO THAT EROSION DOES NOT OCCUR. DISCHARGES SHALL BE DIRECTED THROUGH A SEDIMENT FILTER STRUCTURE AND DISCHARGED IN A NON-EROSIVE MANNER. 9. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A DIRT BAG ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A DIRT BAG FILTRATION DEVICE, OR EQUIVALENT SEDIMENT REMOVAL FACILITY, OVER NON-DISTURBED VEGETATED AREAS. DISCHARGE POINTS SHOULD BE ESTABLISHED TO PROVIDE FOR MAXIMUM DISTANCE TO ACTIVE WATERWAYS. 10. BACKFILLED EXCAVATIONS SHALL BE RESTORED TO ORIGINAL TYPE OF BACKFILLED EXCAVATIONS SHALL BE RESTORED TO ORIGINAL TYPE OF COVER AND GRADE AS PER SPECIFICATIONS. SEEDING SHALL BE DONE ACCORDING TO SCHEDULE FOR PERMANENT SEEDING. TEMPORARY STABILIZATION IS REQUIRED FOR ANY AND ALL ERODIBLE/SOLUBLE AREAS AND MATERIALS TO BE EXPOSED. 11. LAWN AREAS SHALL BE FINISHED GRADED WITH 6-INCHES OF TOPSOIL LAWN AREAS SHALL BE FINISHED GRADED WITH 6-INCHES OF TOPSOIL UNLESS OTHERWISE NOTED. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES. NO ISOLATED LOW SPOTS SHALL BE CREATED. 12. CONSTRUCTION ACCESS INTO UNPAVED AREAS FROM PAVED AREAS OR CONSTRUCTION ACCESS INTO UNPAVED AREAS FROM PAVED AREAS OR STREETS (PUBLIC OR PRIVATE) SHALL BE VIA A STABILIZED CONSTRUCTION ENTRANCE. 13. SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO ADJACENT PROPERTIES AS RESULT OF INCREASED RUNOFF AND/OR SEDIMENT DISPLACEMENT. STOCKPILES OF WOOD CHIPS, HAY BALES, CRUSHED STONE AND OTHER MULCHES SHALL BE IN READINESS TO DEAL IMMEDIATELY WITH EMERGENCY PROBLEMS OF EROSION. 14. DIVERSION CHANNELS AND STOCKPILES MUST BE STABILIZED IMMEDIATELY. DIVERSION CHANNELS AND STOCKPILES MUST BE STABILIZED IMMEDIATELY. 15. ALL CHANNELS MUST BE KEPT FREE OF OBSTRUCTIONS SUCH AS FILL ALL CHANNELS MUST BE KEPT FREE OF OBSTRUCTIONS SUCH AS FILL GROUND, FALLEN LEAVES & WOODY DEBRIS, ACCUMULATED SEDIMENT, AND CONSTRUCTION MATERIALS/WASTES. CHANNELS SHOULD BE KEPT MOWED AND/OR FREE OF ALL WEEDY, BRUSHY OR WOODY GROWTH. ANY UNDERGROUND UTILITIES RUNNING ACROSS/THROUGH THE CHANNEL(S) SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL(S) REPAIRED AND STABILIZED PER THE CHANNEL CROSS-SECTION DETAIL. 16. VEGETATED CHANNELS SHALL BE CONSTRUCTED FREE OF ROCKS, TREE VEGETATED CHANNELS SHALL BE CONSTRUCTED FREE OF ROCKS, TREE ROOTS, STUMPS OR OTHER PROJECTIONS THAT WILL IMPEDE NORMAL CHANNEL FLOW AND/OR PREVENT GOOD LINING TO SOIL CONTACT. THE CHANNEL SHALL BE INITIALLY OVER-EXCAVATED TO ALLOW FOR THE PLACEMENT OF TOPSOIL.

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1. FINAL RESTORATION SHALL BE PERFORMED NO LATER THAN THE START OF THE FINAL RESTORATION SHALL BE PERFORMED NO LATER THAN THE START OF THE NEXT PLANTING SEASON FOLLOWING CONSTRUCTION. THE PLANTING SEASON SHALL BE AS ESTABLISHED BY THE U.S. AGRICULTURAL SERVICE FOR THE AREA OF CONSTRUCTION. 2. TOPSOIL SHALL BE FREE FROM SUBSOIL, BRUSH, WEEDS, OR OTHER LITTER, TOPSOIL SHALL BE FREE FROM SUBSOIL, BRUSH, WEEDS, OR OTHER LITTER, CLAY LUMPS AND STONES, BUT MAY CONTAIN DECAYING VEGETABLE MATTER AS IS PRESENT IN GOOD TOPSOIL. 3. PRECAUTIONS SHALL BE EXERCISED AS NECESSARY TO CONFORM WITH LAWS PRECAUTIONS SHALL BE EXERCISED AS NECESSARY TO CONFORM WITH LAWS RELATING TO EROSION AND SEDIMENT CONTROL. 4. SEED SHALL BE NOT MORE THAN TWO (2) YEARS OLD. GERMINATION TESTS OF SEED SHALL BE NOT MORE THAN TWO (2) YEARS OLD. GERMINATION TESTS OF SEEDS SHALL BE MADE NOT MORE THAN SIX (6) MONTHS PRIOR TO SEEDING. SEED WHICH HAS BECOME WET, MOLDY, OR OTHERWISE DAMAGED SHALL NOT BE USED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PRODUCE A STAND OF GRASS IN THE CONTRACTOR SHALL BE RESPONSIBLE TO PRODUCE A STAND OF GRASS IN ALL SEEDED OR SODDED AREAS. EROSION, DROUGHT, OR ANY OTHER CONDITION ENCOUNTERED SHALL NOT RELIEVE THE CONTRACTOR OF THIS REQUIREMENT.

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D. RECYCLING AND/OR DISPOSAL OF CONSTRUCTION WASTE:

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1. THE CONTRACTOR MUST ENSURE THAT MECHANISMS ARE IN PLACE TO CONTROL THE CONTRACTOR MUST ENSURE THAT MECHANISMS ARE IN PLACE TO CONTROL WASTE MATERIALS FROM ALL CONSTRUCTION ACTIVITIES, INCLUDING WASTE MATERIALS ASSOCIATED WITH THE CONSTRUCTION OF ALL POST-CONSTRUCTION STORMWATER MANAGEMENT SCMS. CONSTRUCTION WASTES INCLUDE, BUT ARE NOT LIMITED TO, EXCESS SOIL MATERIALS, BUILDING MATERIALS, CONCRETE WASH WATER, SANITARY WASTES, ETC. THAT COULD ADVERSELY IMPACT WATER QUALITY. MEASURES SHOULD BE PLANNED AND IMPLEMENTED FOR HOUSEKEEPING, MATERIALS MANAGEMENT, AND LITTER CONTROL. RECYCLING OF EXCESS MATERIALS IS PREFERRED, RATHER THAN DISPOSAL. ALL RECYCLING AND DISPOSAL MUST BE IN ACCORDANCE WITH LOCAL AND STATE RULES FOR WASTE MANAGEMENT. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 et seq., 271.1 et seq., AND 287.1 et seq. THE CONTRACTOR SHALL NOT BURN, ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDINGS MATERIALS OR WASTES.

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F. CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE REQUIREMENTS

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1. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE.) 2.

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File details come from the government source that posted it. Updated Mar 20, 2026.