5-25078 ProjectPlans 4.24.2026.pdf
PDF 7 MB Posted
- Attached to
- Wysox Community Park Boat Launch Project
- Solicitation number
- Not on record
- Issued by
- Blair County, Pennsylvania
About this file
This is a project plan document for the Wysox Community Park Boat Launch Project, a capital improvement initiative undertaken by Wysox Township in Bradford County, Pennsylvania, with partial funding from the Pennsylvania Department of Community and Economic Development Local Share Account (LSA) - Statewide. The project encompasses comprehensive site improvements including demolition of an existing concrete boat launch, installation of erosion and sediment control measures, site preparation and grading, construction of a new cast-in-place concrete boat launch measuring 20 feet wide by 180 feet long, asphalt paving of existing gravel and asphalt parking and drive areas, installation of grass medians and split rail fencing, placement of wheel stops and parking signage, and all associated site restoration and landscaping work. The project site is located at 103 Lake Road, Wysox, Pennsylvania, and encompasses approximately 5.4 acres with a proposed limit of disturbance of 0.49 acres. Sealed bids are to be received electronically through the PennBid Program until 3:00 pm on Friday, July 31, 2026, with bid opening scheduled for approximately 3:30 pm that same day at the offices of Woodland Design Associates, Inc. in Honesdale, Pennsylvania. The design is prepared by Woodland Design Associates, Inc., a landscape architecture and site planning firm.
The project requires contractors to supply and install all materials and services unless otherwise specified in the contract documents. Work must comply with ADA standards for accessible design and incorporate green and sustainable design practices. Environmental controls include erosion and sediment control measures detailed in the plans, with a coffer dam bypass system and concrete washout facilities specified for the in-water work on the Susquehanna River. All concrete work in or along the stream channel must be properly cured, flushed, and pH-monitored before allowing stream contact. The site contains no regulated wetlands per a wetland determination report dated March 26, 2026. Receiving waters include the Susquehanna River and Laning Creek, both classified as Warm Water Fishery/Migratory Fishery under Chapter 93 designations. All work requires compliance with applicable Chapter 105 permits for floodplain and floodway activities. Contractors must provide three working days' notice before construction through the PA One Call System at 1-800-242-1776. The project includes material specifications for asphalt paving (Superpave HMA mixture, PG64-22), concrete (2500 PSI minimum compressive strength), and various site furnishings to be procured through approved COSTARS vendors and assembled on site.
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SUB BASIN ID
NEAREST SURFACE WATER(S)
TO RECEIVE RUNOFF:
CHAPTER 93
RECEIVING
WATER
CLASSIFICATION
(DESIGNATED
WATER USE)
EXISTING USE (IF
DIFFERENT FROM THE
DESIGNATED USE)
SR SUSQUEHANNA RIVER WWF, MF SAME
LC LANING CREEK WWF, MF SAME
DRAWING INDEX
SHT. L-100 COVER SHEET
SHT. L-101 EXISTING CONDITIONS
SHT. L-200 DEMOLITION PLAN (E&S PLAN)
SHT. L-201 DEMOLITION PLAN (E&S PLAN)
SHT. L-300 LAYOUT & MATERIALS
SHT. L-301 LAYOUT & MATERIALS
SHT. L-400 ENLARGEMENT PLAN
SHT. L-500 SECTIONS
SHT. L-700 CONSTRUCTION DETAILS
SHT. L-800 E&S NOTES AND DETAILS
SHT. L-801 E&S DETAILS
SHT. L-802 E&S DETAILS
SYMBOL SOIL NAME HSG
Po POPE B Uc UDIFLUVENTS A/D
R /W
R /W
R /W
R /W
R /W
R /W
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O H
O H
O H
O H
O H
O H
O H
O H
O H
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
R /W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
U/ G
U/ G
U/ G
OH
OH
OH
OH
OH
W
W
W
W
W
W
W
R/W
R/WR/W
X
X
X
X X
X
X X
X X
X X
X X
X X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X X
W
W / V
X X
X
X
X
W
S.R.0187
SUSQUEHANNA R
IV
ER
(W W
F-
MF)
LAN
IN
G C
R
EEK
(W W
F-M F)
R
IVER
AC
C
ESS R
D
P P
P
P
P
P
P
P
P
P
P
P
P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P
P P
P P
P P
P P
P P
P P
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P
P
P
P
P
P
P
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P
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P
P
P
P
P
P
P
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P
P
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P
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P
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P
P
P
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P
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P
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P
P
P
P
P
P
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P
P
P
P
P
P
P
P P
P P
P P
R /W
R /W
R /W
R /W
R /W
R /W
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O H
O H
O H
O H
O H
O H
O H
O H
O H
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
R /W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
U/ G
U/ G
U/ G
OH
OH
OH
OH
OH
W
W
W
W
W
W
W
R/W
R/WR/W
X
X
X
X X
X
X X
X X
X X
X X
X X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X X
Uc Po
W
W / V
X X
X
X
X
W
S.R.0187
SUSQUEHANNA R
IV
ER
(W W
F-
MF)
LAN
IN
G C
R
EEK
(W W
F-M F)
R
IVER
AC
C
ESS R
D
CALL BEFORE YOU DIG!
PA LAW REQUIRES 3 WORKING DAYS
NOTICE FOR CONSTRUCTION PHASE
BEFORE YOU DIG - DRILL- BLAST,
CALL PA ONE CALL SYSTEM INC.
AT 1-800-242-1776
SERIAL NO:
20260781605
SCALE:1"=2000'NORTH
USGS LOCATION MAP
41.768419,-76.397414TOWANDA QUAD
WYSOX COMMUNITY PARK
BOAT LAUNCH PROJECT
103 LAKE ROAD., WYSOX, BRADFORD COUNTY, PA
*CONCEPT SKETCH ONLY- DO NOT CONSTRUCT FROM
THIS DRAWING.*SEE LAYOUT AND MATERIALS PLAN
DRAWING FOR SPECIFIED WORK
AND PROPOSED ITEMS.
PROPOSED CONCEPT SKETCH
NORTH
SCALE: 1"=150'0' 150' 300' 600'75' 0' 150' 300' 600'75'
IMPERVIOUS WITHIN DRAINAGE AREA CALCULATION
EXISTING IMPERVIOUS (S.F.): 71,531 S.F.
PROPOSED IMPERVIOUS (S.F.) 67,604 S.F.
LIMIT OF DISTURBANCE 0.49 ACRES
EXISTING SITE AERIAL
SCALE: 1"=150'
NORTH
JOB NO.SCALE
AS NOTED
REVISED DATE SHEET
WOODLAND DESIGN ASSOCIATES INC.
LANDSCAPE ARCHITECTS, SITE PLANNERS, WETLAND SPECIALISTS
119 LINCOLN STREET, HONESDALE, PA 18431-2151
570-616-0600 - WOODLAND@WOODLANDDESIGN.COM - WWW.WOODLANDDESIGN.COM
THE LIMIT OF PROFESSIONAL LIABILITY FOR THIS PROJECT SHALL BE LIMITED TO
AN AMOUNT EQUAL TO THE FEE PAID FOR ALL WORK PERFORMED BY
WOODLAND DESIGN ASSOCIATES, INC
© 2026-2027 WOODLAND DESIGN ASSOCIATES INC
ALL RIGHTS RESERVED, INCLUDING REPRODUCTION AND USE
REVISIONS:
25078 4/24/2026 L-100 OF OF L-802
COVER SHEET
BRADFORD COUNTY, PENNSYLVANIA
103 LAKE ROAD., WYSOX
WYSOX COMMUNITY PARK
BOAT LAUNCH PROJECT
CONSERVATION
ZONING CHART
ZONED
ACTIVE, PASSIVE, AND OPEN SPACE
RECREATION ARE ALL PERMITTED BY RIGHT.
NOTES
FRONT - 40'
REAR - 30'
SIDE - 50'
SETBACKS
SITE
THIS PROJECT PARTIAL FUNDED BY
PA DCED LOCAL SHARE ACCOUNT
(LSA) - STATEWIDE
GENERAL NOTES:
1. PROPERTY OWNERS AND ADDRESSES ALL ARE "NOW OR FORMERLY" (N/F) AND SUBJECT
TO CHANGE. ALL PROPERTIES SHOWN ARE OWNED.
2. ALL INFORMATION HAD BEEN GATHERED FROM PUBLICLY AVAILABLE DATE SOURCES
INCLUDING: BRADFORD COUNTY GIS, PASDA, OR GIS.
3. THE CONSTRUCTION OF WYSOXS COMMUNITIY PARK BOAT LAUNCH SHALL FOLLOW ADA
STANDARDS FOR ACCESSIBLE DESIGN.
4. THE CONSTRUCTION OF WYSOXS COMMUNITIY PARK BOAT LAUNCH SHALL FOLLOW
"GREEN" AND "SUSTAINABLE" DESIGN PRACTICES.
5. SITE ACREAGE: 5.4 ACRES; WORK LIMITS DO NOT INCLUDE THE ENTIRE PROPERTY.
RECREATIONAL BUILDINGS EXIST ON THE PROPERTY. PASSIVE RECREATION, ACCESS,
NATIVE PLANTINGS, AND PROPOSED GRADING WERE ALL PLACED STRATEGICALLY, TO
AVOID SITE CONSTRAINTS, THE EXISTING CONDITIONS OF THE PROPERTY INCLUDE PUBLIC
PICKLE BALL COURTS, PAVILIONS, PAVED PARKING AREAS, A TRAIL, RIVER ACCESS, AND
GRASS AREAS.
6. PROJECTED LIMIT OF DISTURBANCE NOT TO EXCEED: 0.49 ACRES.
7. ALL MATERIALS AND SERVICES ARE CONTRACTOR SUPPLIED AND CONTRACTOR
INSTALLED, UNLESS OTHERWISE NOTED.
8. NO WETLANDS PRESENT ON SITE PER WETLAND DETERMINATION REPORT BY WOODLAND
DESIGN ASSOCIATES, INC. DATED: 3/26/2026
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
P P
P P
P P
P P
P P
P P
P P
P P
P
P P
P P
P P
P P
P P
P
P
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
R /W
R /W
R /W
R /W
R /W
R /W
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O H
O H
O H
O H
O H
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
U/ G
U/ G
U/ G
OH
OH
OH
OH
OH
W
W
W
W
W
W
W
R/W
R/WR/W
X
X
X
X X
X
X X
X X
X X
X X
X X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X X
Uc Po
W
W
/V
X X
X
X X
N/F
WYSOX S&G INC
PARCEL ID : 6208700157006000
DB-PG :
N/F
WELLES NELSON A II
PARCEL ID : 6208700147000000
DB-PG : 0186-0456
W
S.R.0187
EXISTING CONCRETE
LAUNCH TO BE FULLY
REMOVED AND REPLACE
RELOCATE/REUSE
EX. RIVER SIGN
EXISTING ADA PARKING
SPACES TO REMAIN
(DO NOT PAVE, PAVED IN 2022)
EXISTING GRAVEL PARKING
AREA TO BE ASPHALT
PAVED AND LINES PAINTED
EXISTING GRAVEL
DRIVE TO BE
ASPHALT PAVED
EXISTING RAIN
GARDEN TO REMAIN
EXISTING PAVILION
TO REMAIN
EXISTING
RAIN GARDEN
TO REMAIN
EXISTING ADA PARKING
SPACES TO REMAIN
(DO NOT PAVE, PAVED IN 2023)
EXISTING PARKING SPACES (5)
TO BE ASPHALT PAVED AND
LINES PAINTED
EXISTING
PAVED TRAIL,
TO REMAIN
EXISTING
PAVED TRAIL
TO REMAIN
EXISTING COMPOSTING
RESTROOM TO REMAIN
EXISTING UTILITY
RIGHT-OF-WAY
SUSQUEHANNA R
IV
ER (W
W
F-
MF)
LA
NI
NG
C
RE
EK
(W W
F- M
F)
N/F
WYSOX S&G INC
PARCEL ID :
6208700157006000
DB-PG :
N/F
WELLES NELSON A II
PARCEL ID :
6208700147000000
DB-PG : 0186-0456
EXISTING GRAVEL
LOOP ACCESS TO
BE REMOVED
EXISTING PICNIC TABLES, SIGNS,
BENCHES TO BE REMOVED AND
PROVIDED TO CLIENT
FL
OODW
AY
0 Y
R. F
LO
ODPL
AI
N
EXISTING BOLLARD
TO REMAIN
EXISTING SIGN
TO REMAIN
EXISTING ASPHALT
DRIVE TO BE
RESURFACED
VARIOUS PARK
ELEMENTS, TO
REMAIN
EXISTING GRASS
SURFACE TO REMAIN
EXISTING SPLITRAIL
FENCE TO REMAIN
FLO
ODWAY
0 Y
R. F
LO
ODPLA
IN
0 Y
R. F
LO
ODPLA
IN
0 Y
R. F
LO
ODPLA
IN
TYPICAL
WATERS EDGE
P
X X X
U
LEGEND
EXISTING SITE ELEMENTS
EXISTING PROPERTY LINES
PROPOSED LIMIT OF EARTH DISTURBANCE
EXISTING 10' CONTOURS
EXISTING 2' CONTOURS
SOILS BOUNDARY
WxB SOILS TYPE
FLOODPLAIN BOUNDARY (ELEVATION 972',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING WATER
FLOODWAY BOUNDARY (ELEVATION 970',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING ROAD TO BE RESURFACED
EXISTING TREE(S) TO REMAIN
EXISTING FENCE TO REMAIN
EXISTING OVERHEAD UTILITY LINE(S)
EXISTING COMPACTED GRAVEL
EXISTING UTILITY POLE TO REMAIN
EXISTING CONDITIONS
NORTH
SCALE: 1"=50'0' 50' 100' 200'25'
JOB NO.SCALE
AS NOTED
REVISED DATE SHEET
WOODLAND DESIGN ASSOCIATES INC.
LANDSCAPE ARCHITECTS, SITE PLANNERS, WETLAND SPECIALISTS
119 LINCOLN STREET, HONESDALE, PA 18431-2151
570-616-0600 - WOODLAND@WOODLANDDESIGN.COM - WWW.WOODLANDDESIGN.COM
THE LIMIT OF PROFESSIONAL LIABILITY FOR THIS PROJECT SHALL BE LIMITED TO
AN AMOUNT EQUAL TO THE FEE PAID FOR ALL WORK PERFORMED BY
WOODLAND DESIGN ASSOCIATES, INC
© 2026-2027 WOODLAND DESIGN ASSOCIATES INC
ALL RIGHTS RESERVED, INCLUDING REPRODUCTION AND USE
REVISIONS:
25078 4/24/2026 L-101 OF OF L-802
EXISTING CONDITIONS
BRADFORD COUNTY, PENNSYLVANIA
103 LAKE ROAD., WYSOX
WYSOX COMMUNITY PARK
BOAT LAUNCH PROJECT
CALL BEFORE YOU DIG!
PA LAW REQUIRES 3 WORKING DAYS
NOTICE FOR CONSTRUCTION PHASE
BEFORE YOU DIG - DRILL- BLAST,
CALL PA ONE CALL SYSTEM INC.
AT 1-800-242-1776
SERIAL NO:
SEE SHEET L-100
NOTES:
1. SITE INFORMATION PROVIDED BY INCLUDING, BUT NOT LIMITED TO PROPERTY LINES,
MUNICIPAL LINES, AND PROPERTY INFORMATION. AERIALS, SOILS, USGS AND WATERSHED
INFORMATION RECEIVED FROM PASDA (WWW.PASDA.PSU.EDU (2006-2008)) AND GOOGLE
EARTH (2025).
2. PROPERTY OWNERS AND ADDRESSES ARE ALL "NOW OR FORMERLY" (N/F) AND SUBJECT
TO CHANGE ALL PROPERTIES SHOWN ARE OWNED.
3. ALL INFORMATION HAD BEEN GATHERED FROM PUBLICLY AVAILABLE DATA SOURCES
INCLUDING: BRADFORD COUNTY GIS, PASDA, OR GIS.
AutoCAD SHX Text
AutoCAD SHX Text
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
R /W
R /W
R /W
R /W
R /W
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
R /W
R /W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
U/ G
U/ G
OH
OH
OH
OH
OH
OH
OH
W
W
W
W
W
W
W
W
W
W
W
W
R/W
R/W
R/W
R/W
R/W
X X
X X
X
X
X X
X X
X X
X
W
W /V
EXISTING ADA PARKING
SPACES TO REMAIN
(DO NOT PAVE, PAVED IN 2022)
S.R.0187
EXISTING GRAVEL PARKING
AREA TO BE ASPHALT
PAVED AND LINES PAINTED
N/F
WYSOX S&G INC
PARCEL ID : 6208700157006000
DB-PG :
N/F
WELLES NELSON A II
PARCEL ID : 6208700147000000
DB-PG : 0186-0456
R
IVER
AC
C
ESS R
O
AD
EXISTING ASPHALT
DRIVE TO BE
RESURFACED
EXISTING PARK
ELEMENTS TO
REMAIN
EXISTING PAVED
TRAIL TO REMAIN
EXISTING UTILITY
RIGHT-OF-WAY
0 Y
R. F
LO
ODPLA
INEXISTING BOLLARD
TO REMAIN
EXISTING SIGN
TO REMAIN
EXISTING SIGN
TO REMAIN
EXISTING GRASS
SURFACE TO REMAIN
EXISTING SPLITRAIL
FENCE TO REMAIN
FL
OODW
AY
0 Y
R. F
LO
ODPLA
IN
0 Y
R. F
LO
ODPLA
IN
0 Y
R. F
LO
ODPLA
IN
W
LOD LOD
OCF
LEGEND
E&S LEGEND:
COMPOST FILTER SOCK (DETAIL 4, SHEET L-801)
TEMPORARY TOPSOIL STOCKPILE (DETAIL 3, SHEET L-800)ST
ORANGE CONSTRUCTION FENCE (DETAIL 1, SHEET L-800)
COMPOST FILTER SOCK CONCRETE WASHOUT
10' DIAMETER MINIMUM (DETAIL 1, SHEET L-801)
PROPOSED AREA TO BE PREPARED FOR CONSTRUCTION
COFFER DAM (DETAIL 3, SHEET L-801)
PUMP BYPASS SYSTEM (DETAIL 3, SHEET L-801)
*REFER TO APPROVED "SEQUENCE OF BMP INSTALLATION" ON
SHEET L-800 FOR PROPER CONSTRUCTION STEPS.
EROSION CONTROL BLANKET; 3:1 SLOPES (DETAIL 1, SHEET L-802)
LOD LOD
SB
FEMA
FEMA
EXISTING SITE ELEMENTS
EXISTING PROPERTY LINES
PROPOSED LIMIT OF EARTH DISTURBANCE
EXISTING 10' CONTOURS
EXISTING 2' CONTOURS
SOILS BOUNDARY
WxB SOILS TYPE
FLOODPLAIN BOUNDARY (ELEVATION 972',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING WATER
FLOODWAY BOUNDARY (ELEVATION 970',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING ROAD TO BE RESURFACED
EXISTING TREE(S) TO REMAIN
EXISTING FENCE TO REMAIN
EXISTING OVERHEAD UTILITY LINE(S)
EXISTING COMPACTED GRAVEL
EXISTING UTILITY POLE TO REMAIN
JOB NO.SCALE
AS NOTED
REVISED DATE SHEET
WOODLAND DESIGN ASSOCIATES INC.
LANDSCAPE ARCHITECTS, SITE PLANNERS, WETLAND SPECIALISTS
119 LINCOLN STREET, HONESDALE, PA 18431-2151
570-616-0600 - WOODLAND@WOODLANDDESIGN.COM - WWW.WOODLANDDESIGN.COM
THE LIMIT OF PROFESSIONAL LIABILITY FOR THIS PROJECT SHALL BE LIMITED TO
AN AMOUNT EQUAL TO THE FEE PAID FOR ALL WORK PERFORMED BY
WOODLAND DESIGN ASSOCIATES, INC
© 2026-2027 WOODLAND DESIGN ASSOCIATES INC
ALL RIGHTS RESERVED, INCLUDING REPRODUCTION AND USE
CALL BEFORE YOU DIG!
PA LAW REQUIRES 3 WORKING DAYS
NOTICE FOR CONSTRUCTION PHASE
BEFORE YOU DIG - DRILL- BLAST,
CALL PA ONE CALL SYSTEM INC.
AT 1-800-242-1776
SERIAL NO:
SEE SHEET L-100
REVISIONS:
25078 4/24/2026 L-200 OF OF L-802
DEMOLITION PLAN (E&S PLAN)
NORTH 0' 30' 60'15' 120'
DEMOLITION PLAN (E&S PLAN)
SCALE: 1"=30'
BRADFORD COUNTY, PENNSYLVANIA
103 LAKE ROAD., WYSOX
WYSOX COMMUNITY PARK
BOAT LAUNCH PROJECT
DEMOLITION NOTES:
1. PRIOR TO BEGINNING WORK, INSTALL ALL E&S BMPs PER PLAN; E&S BMPs MAY BE
TEMPORARILY MOVED TO ACCOMMODATE RESTORATION FOR A MAXIMUM DURATION OF
ONE DAY DURING FORECASTED DRY CONDITIONS TO LIMIT EROSION POTENTIAL. AT THE
END OF THE DAY THE BMP MUST BE REPLACED AS SHOWN IN THE PLANS, PER THE
INCLUDED DETAIL.
2. REFER TO "LAND CLEARING NOTES" FOR PROPER VEGETATION REMOVAL.
3. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL TRASH, DEBRIS, AND EXCESS
MATERIAL IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.
4. CLEAN FILL MUST BE OFF HAULED TO A LOCATION WITH AN APPROVED EROSION AND
SEDIMENT CONTROL PLAN.
5. REFER TO DEMOTION PLAN; CLEAR AND GRUB ONLY IN AREAS AND TO DEPTHS
NECESSARY TO INSTALL PROPOSED ELEMENTS.
AutoCAD SHX Text
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P
P
P
P
P
P
P
P
P
P
P
P
R /W
R /W
R /W
R /W
R /W
R /W
OH
OH
OH
OH
OH
OH
OH
OH
OH
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SS
SS
SS
SS
SS
U/ G
U/ G
U/ G
U/ G
U/ G
U/ G
U /G
OH
OH
OH
OH
W
W R/W
R/W
X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X
X
X X X X X
X X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
S.R.0187
SUSQUEHANNA R
IV
ER (W
W
F-
MF)
Uc Po
X X
X
X
X
REFER TO APPLICABLE
CH. 105 PERMIT FOR
WORK IN FLOODPLAIN
& FLOODWAY
FLOODWAY
100 YR. F
LOODPLAIN
RELOCATE/REUSE
EX. RIVER SIGN
LA
NI
NG
C
RE
EK
(W W
F- M
F)
EXISTING GRAVEL DRIVE
TO BE ASPHALT PAVED
EXISTING RAIN
GARDEN TO REMAIN
EXISTING PAVILION
TO REMAIN
EXISTING RAIN
GARDEN TO REMAIN
EXISTING ADA PARKING
SPACES TO REMAIN
(DO NOT PAVE, PAVED IN 2023)
FLOODWAY
100 YR. FLOODPLAIN
EXISTING PARKING SPACES (5)
TO BE ASPHALT PAVED AND
LINES PAINTED
EXISTING PAVED TRAIL AND
RECREATIONAL ELEMENTS
TO REMAIN
EXISTING PICNIC TABLES, SIGNS,
BENCHES TO BE REMOVED AND
PROVIDED TO CLIENT
EXISTING COMPOSTING
RESTROOM TO REMAIN
EXISTING UTILITY
RIGHT-OF-WAY
EXISTING PAVED TRAIL
AND RECREATIONAL
ELEMENTS TO REMAIN
FL
OODW
AY
0 Y
R. F
LO
ODPLA
IN
EXISTING PARK
ELEMENTS TO
REMAIN
EXISTING POLE
TO REMAIN
TYPICAL WATERS
EDGE
W
FOR ALL CONCRETE WORK IN OR ALONG THE STREAM CHANNEL, ALLOW CONCRETE TO
HARDEN ENOUGH TO SUPPORT FOOT TRAFFIC. FLUSH CONCRETE WITH STREAM
WATER AND PUMP TO AN UPLAND AREA TO DISCHARGE IN A MANNER THAT PREVENTS
EROSION AND RE-ENTRY OF THE WATER INTO THE STREAM . USE A PROPERLY
CALIBRATED PH METER TO MONITOR THE DISCHARGE UNTIL THE PH FALLS BELOW 9.0
BEFORE ALLOWING THE STREAM TO DIRECTLY CONTACT THE NEW CONCRETE.
O
CF
OCF
OCF
OCF
CFS-1:12"
63 LF
CFS-2:12"
71 LF
ST
COFFER DAM
PUMP
PUMPED WATER FILTER
BAG WITH COMPOST FILTER
SOCK SURROUND
COFFER DAM
INTAKE
ORANGE CONSTRUCTION FENCE
TO BE REMOVED TO ACCESS
BOAT LAUNCH AND REPLACED
BEFORE EXITING THE SITE
LOD LOD
OCF
LEGEND
E&S LEGEND:
COMPOST FILTER SOCK (DETAIL 4, SHEET L-801)
TEMPORARY TOPSOIL STOCKPILE (DETAIL 3, SHEET L-800)ST
ORANGE CONSTRUCTION FENCE (DETAIL 1, SHEET L-800)
COMPOST FILTER SOCK CONCRETE WASHOUT
10' DIAMETER MINIMUM (DETAIL 1, SHEET L-801)
PROPOSED AREA TO BE PREPARED FOR CONSTRUCTION
COFFER DAM (DETAIL 3, SHEET L-801)
PUMP BYPASS SYSTEM (DETAIL 3, SHEET L-801)
*REFER TO APPROVED "SEQUENCE OF BMP INSTALLATION" ON
SHEET L-800 FOR PROPER CONSTRUCTION STEPS.
EROSION CONTROL BLANKET; 3:1 SLOPES (DETAIL 1, SHEET L-802)
LOD LOD
SB
FEMA
FEMA
EXISTING SITE ELEMENTS
EXISTING PROPERTY LINES
PROPOSED LIMIT OF EARTH DISTURBANCE
EXISTING 10' CONTOURS
EXISTING 2' CONTOURS
SOILS BOUNDARY
WxB SOILS TYPE
FLOODPLAIN BOUNDARY (ELEVATION 972',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING WATER
FLOODWAY BOUNDARY (ELEVATION 970',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING ROAD TO BE RESURFACED
EXISTING TREE(S) TO REMAIN
EXISTING FENCE TO REMAIN
EXISTING OVERHEAD UTILITY LINE(S)
EXISTING COMPACTED GRAVEL
EXISTING UTILITY POLE TO REMAIN
JOB NO.SCALE
AS NOTED
REVISED DATE SHEET
WOODLAND DESIGN ASSOCIATES INC.
LANDSCAPE ARCHITECTS, SITE PLANNERS, WETLAND SPECIALISTS
119 LINCOLN STREET, HONESDALE, PA 18431-2151
570-616-0600 - WOODLAND@WOODLANDDESIGN.COM - WWW.WOODLANDDESIGN.COM
THE LIMIT OF PROFESSIONAL LIABILITY FOR THIS PROJECT SHALL BE LIMITED TO
AN AMOUNT EQUAL TO THE FEE PAID FOR ALL WORK PERFORMED BY
WOODLAND DESIGN ASSOCIATES, INC
© 2026-2027 WOODLAND DESIGN ASSOCIATES INC
ALL RIGHTS RESERVED, INCLUDING REPRODUCTION AND USE
CALL BEFORE YOU DIG!
PA LAW REQUIRES 3 WORKING DAYS
NOTICE FOR CONSTRUCTION PHASE
BEFORE YOU DIG - DRILL- BLAST,
CALL PA ONE CALL SYSTEM INC.
AT 1-800-242-1776
SERIAL NO:
SEE SHEET L-100
REVISIONS:
25078 4/24/2026 L-201 OF OF L-802
DEMOLITION PLAN (E&S PLAN)
NORTH
DEMOLITION PLAN (E&S PLAN)
SCALE: 1"=30'
BRADFORD COUNTY, PENNSYLVANIA
103 LAKE ROAD., WYSOX
WYSOX COMMUNITY PARK
BOAT LAUNCH PROJECT
DEMOLITION NOTES:
1. PRIOR TO BEGINNING WORK, INSTALL ALL E&S BMPs PER PLAN; E&S BMPs MAY BE
TEMPORARILY MOVED TO ACCOMMODATE RESTORATION FOR A MAXIMUM DURATION OF
ONE DAY DURING FORECASTED DRY CONDITIONS TO LIMIT EROSION POTENTIAL. AT THE
END OF THE DAY THE BMP MUST BE REPLACED AS SHOWN IN THE PLANS, PER THE
INCLUDED DETAIL.
2. REFER TO "LAND CLEARING NOTES" FOR PROPER VEGETATION REMOVAL.
3. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL TRASH, DEBRIS, AND EXCESS
MATERIAL IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.
4. CLEAN FILL MUST BE OFF HAULED TO A LOCATION WITH AN APPROVED EROSION AND
SEDIMENT CONTROL PLAN.
5. REFER TO DEMOTION PLAN; CLEAR AND GRUB ONLY IN AREAS AND TO DEPTHS
NECESSARY TO INSTALL PROPOSED ELEMENTS.
0' 30' 60'15' 120'
AutoCAD SHX Text
AutoCAD SHX Text
LOD LOD
L-#
LOD LOD
SB
FEMA
FEMA
LEGEND
PROPOSED GRASS MEDIAN
PROPOSED SPLIT RAIL FENCE
MATERIAL CALL OUT FOR PROPOSED ITEMS
(DTL)
(SHT)
PROPOSED GRAVEL AREA TO BE ASPHALT PAVED
EXISTING SITE ELEMENTS
EXISTING PROPERTY LINES
PROPOSED LIMIT OF EARTH DISTURBANCE
EXISTING 10' CONTOURS
EXISTING 2' CONTOURS
SOILS BOUNDARY
WxB SOILS TYPE
FLOODPLAIN BOUNDARY (ELEVATION 972',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING WATER
FLOODWAY BOUNDARY (ELEVATION 970',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING ROAD TO BE RESURFACED
EXISTING TREE(S) TO REMAIN
EXISTING FENCE TO REMAIN
EXISTING OVERHEAD UTILITY LINE(S)
EXISTING UTILITY POLE TO REMAIN
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
R /W
R /W
R /W
R /W
R /W
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
R /W
R /W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
U/ G
U/ G
OH
OH
OH
OH
OH
OH
OH
W
W
W
W
W
W
W
W
W
W
W
W
R/W
R/W
R/W
R/W
R/W
X X
X X
X
X
X X
X X
X X
X
W
W /V
EXISTING ADA PARKING
SPACES TO REMAIN
(DO NOT PAVE, PAVED IN 2022)
S.R.0187
EXISTING GRAVEL PARKING
AREA TO BE ASPHALT
PAVED AND LINES PAINTED
N/F
WYSOX S&G INC
PARCEL ID : 6208700157006000
DB-PG :
N/F
WELLES NELSON A II
PARCEL ID : 6208700147000000
DB-PG : 0186-0456
R
IVER
AC
C
ESS R
O
AD
EXISTING ASPHALT
DRIVE TO BE
RESURFACED
EXISTING PARK
ELEMENTS TO
REMAIN
EXISTING PAVED
TRAIL TO REMAIN
EXISTING UTILITY
RIGHT-OF-WAY
0 Y
R. F
LO
ODPLA
INEXISTING BOLLARD
TO REMAIN
EXISTING SIGN
TO REMAIN
EXISTING SIGN
TO REMAIN
EXISTING GRASS
SURFACE TO REMAIN
EXISTING SPLITRAIL
FENCE TO REMAIN
FL
OODW
AY
0 Y
R. F
LO
ODPLA
IN
0 Y
R. F
LO
ODPLA
IN
0 Y
R. F
LO
ODPLA
IN
W
L-700
L-400
L-700
L-700
EXITING ASPHALT DRIVE
TO BE RESURFACED
PARKING
ENLARGEMENT 1
15'
WHEEL STOPS
(TYP. 15)
ASPHASLT PAVE EXISTING
COMPACTED GRAVEL
DRIVE & PARKING AREAS
MATERIAL SCHEDULE FOR OWNER (TOWNSHIP)
NOTES:
1. THIS CHART IS FOR ESTIMATE PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL
ORDER NUMBERS, OWNER SUPPLIED ITEMS, DIMENSIONS, AND LAYOUT.
2. OWNER SHALL CONTACT ERIC GRIMES OF GEORGE ELY ASSOCIATES, 570-412-5386, TO
ORDER APPROVED COSTARS ITEMS.
QUANTITY
ITEM
PARK SIGN
DETAIL / LOCATION
DTL 1/SHT L-700
NOTES
CONTRACTOR PROCURED,
ASSEMBLED, AND INSTALLED.
MANFR/ MODEL #
KIRBY BUILT QUALITY PRODUCTS OR
APPROVED EQUAL
FINISH
ANTI-GRAFFITI COATING
1 BOOT CLEANING
STATION
DTL 2/SHT L-700 WIDMER SIGN COMPANY OR
APPROVED EQUAL
ANTI-GRAFFITI COATING CONTRACTOR PROCURED,
ASSEMBLED, AND INSTALLED.
97 LF SPLIT RAIL
FENCING
DTL 7/SHT L-700 CONTRACTOR PROCURED,
ASSEMBLED, AND INSTALLED.
23 WHEEL STOPS DTL 5/SHT L-700 CONTRACTOR PROCURED AND INSTALLED.
WIDMER SIGN COMPANY OR
APPROVED EQUAL
NITTERHOUSE MASONRY
PRODUCTS OR APPROVED EQUAL
ANTI-GRAFFITI COATING
CONCRETE
JOB NO.SCALE
AS NOTED
REVISED DATE SHEET
WOODLAND DESIGN ASSOCIATES INC.
LANDSCAPE ARCHITECTS, SITE PLANNERS, WETLAND SPECIALISTS
119 LINCOLN STREET, HONESDALE, PA 18431-2151
570-616-0600 - WOODLAND@WOODLANDDESIGN.COM - WWW.WOODLANDDESIGN.COM
THE LIMIT OF PROFESSIONAL LIABILITY FOR THIS PROJECT SHALL BE LIMITED TO
AN AMOUNT EQUAL TO THE FEE PAID FOR ALL WORK PERFORMED BY
WOODLAND DESIGN ASSOCIATES, INC
© 2026-2027 WOODLAND DESIGN ASSOCIATES INC
ALL RIGHTS RESERVED, INCLUDING REPRODUCTION AND USE
CALL BEFORE YOU DIG!
PA LAW REQUIRES 3 WORKING DAYS
NOTICE FOR CONSTRUCTION PHASE
BEFORE YOU DIG - DRILL- BLAST,
CALL PA ONE CALL SYSTEM INC.
AT 1-800-242-1776
SERIAL NO:
SEE SHEET L-100
REVISIONS:
25078 4/24/2026 L-300 OF OF L-802
LAYOUT AND MATERIALS PLANNORTH
LAYOUT & MATERIALS PLAN
SCALE: 1"=30'
BRADFORD COUNTY, PENNSYLVANIA
103 LAKE ROAD., WYSOX
WYSOX COMMUNITY PARK
BOAT LAUNCH PROJECT
0' 30' 60'15' 120'
NOTES:
1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND LAYOUT WITH LANDSCAPE ARCHITECT
PRIOR TO CONSTRUCTION
2. SITE INFORMATION PROVIDED BY INCLUDING, BUT NOT LIMITED TO PROPERTY LINES,
MUNICIPAL LINES, AND PROPERTY INFORMATION. AERIALS, SOILS, USGS, AND WATERSHED
INFORMATION RECEIVED FROM PASDA (WWW.PASDA.PSU.EDU (2014-2024)) AND GOOGLE
EARTH (2025).
3. PROPERTY OWNERS AND ADDRESSES ARE ALL "NOW OR FORMERLY" (N/F) AND SUBJECT
TO CHANGE. ALL PROPERTIES SHOWN ARE OWNED.
4. ALL INFORMATION HAD BEEN GATHERED FROM PUBLICLY AVAILABLE DATA SOURCES
INCLUDING: BRADFORD COUNTY GIS, PASDA, OR GIS.
AutoCAD SHX Text
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P
P
P
P
P
P
P
P
P
P
P
P
R /W
R /W
R /W
R /W
R /W
R /W
OH
OH
OH
OH
OH
OH
OH
OH
OH
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SS
SS
SS
SS
SS
U/ G
U/ G
U/ G
U/ G
U/ G
U/ G
U /G
OH
OH
OH
OH
W
W R/W
R/W
X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X
X
X X X X X
X X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
S.R.0187
SUSQUEHANNA R
IV
ER (W
W
F-
MF)
Uc Po
X X
X
X
X
(6
)(6
(6
)(6
(6
(6
(6
(6
(6
(6
10%
5%
REFER TO APPLICABLE
CH. 105 PERMIT FOR
WORK IN FLOODPLAIN
& FLOODWAY
FLOODWAY
100 YR. F
LOODPLAIN
RELOCATE/REUSE
EX. RIVER SIGN
EX. R
IVER BANK
(SHOWN DASHED)
LA
NI
NG
C
RE
EK
(W W
F- M
F)
EXISTING GRAVEL DRIVE
TO BE ASPHALT PAVED
EXISTING RAIN
GARDEN TO REMAIN
EXISTING PAVILION
TO REMAIN
EXISTING RAIN
GARDEN TO REMAIN
EXISTING ADA PARKING
SPACES TO REMAIN
(DO NOT PAVE, PAVED IN 2023)
FLOODWAY
100 YR. FLOODPLAIN
EXISTING PARKING SPACES (5)
TO BE ASPHALT PAVED AND
LINES PAINTED
EXISTING PAVED TRAIL AND
RECREATIONAL ELEMENTS
TO REMAIN
EXISTING PICNIC TABLES, SIGNS,
BENCHES TO BE REMOVED AND
PROVIDED TO CLIENT
EXISTING COMPOSTING
RESTROOM TO REMAIN
EXISTING UTILITY
RIGHT-OF-WAY
EXISTING PAVED TRAIL
AND RECREATIONAL
ELEMENTS TO REMAIN
FL
OODW
AY
0 Y
R. F
LO
ODPLA
IN
EXISTING PARK
ELEMENTS TO
REMAIN
EXISTING POLE
TO REMAIN
TYPICAL WATERS
EDGE
W
FOR ALL CONCRETE WORK IN OR ALONG THE STREAM CHANNEL, ALLOW CONCRETE TO
HARDEN ENOUGH TO SUPPORT FOOT TRAFFIC. FLUSH CONCRETE WITH STREAM
WATER AND PUMP TO AN UPLAND AREA TO DISCHARGE IN A MANNER THAT PREVENTS
EROSION AND RE-ENTRY OF THE WATER INTO THE STREAM . USE A PROPERLY
CALIBRATED PH METER TO MONITOR THE DISCHARGE UNTIL THE PH FALLS BELOW 9.0
BEFORE ALLOWING THE STREAM TO DIRECTLY CONTACT THE NEW CONCRETE.
L-700
L-700
L-700
L-700
L-700
L-400
L-700
L-700
L-700
WHEEL STOPS
(TYP. 8)
PROPOSED GRASSED
MEDIAN
PROPOSED GRASSED
MEDIAN
4' WIDE R-4 RIP RAP
SHOULDER, TYP.
CAST-IN-PLACE
CONCRETE BOAT LAUNCH
(20' WIDE, 180' LONG)
PARKING
ENLARGEMENT 2
RIVER ACCESS
SIGN
SPLIT RAIL
FENCE
ASPHASLT PAVE EXISTING
COMPACTED GRAVEL
DRIVE & PARKING AREAS
A L-500
B L-500
C L-500
LOD LOD
L-#
LOD LOD
SB
FEMA
FEMA
LEGEND
PROPOSED GRASS MEDIAN
PROPOSED SPLIT RAIL FENCE
MATERIAL CALL OUT FOR PROPOSED ITEMS
(DTL)
(SHT)
PROPOSED GRAVEL AREA TO BE ASPHALT PAVED
EXISTING SITE ELEMENTS
EXISTING PROPERTY LINES
PROPOSED LIMIT OF EARTH DISTURBANCE
EXISTING 10' CONTOURS
EXISTING 2' CONTOURS
SOILS BOUNDARY
WxB SOILS TYPE
FLOODPLAIN BOUNDARY (ELEVATION 972',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING WATER
FLOODWAY BOUNDARY (ELEVATION 970',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING ROAD TO BE RESURFACED
EXISTING TREE(S) TO REMAIN
EXISTING FENCE TO REMAIN
EXISTING OVERHEAD UTILITY LINE(S)
EXISTING UTILITY POLE TO REMAIN
CALL BEFORE YOU DIG!
PA LAW REQUIRES 3 WORKING DAYS
NOTICE FOR CONSTRUCTION PHASE
BEFORE YOU DIG - DRILL- BLAST,
CALL PA ONE CALL SYSTEM INC.
AT 1-800-242-1776
SERIAL NO:
SEE SHEET L-100 JOB NO.SCALE
AS NOTED
REVISED DATE SHEET
WOODLAND DESIGN ASSOCIATES INC.
LANDSCAPE ARCHITECTS, SITE PLANNERS, WETLAND SPECIALISTS
119 LINCOLN STREET, HONESDALE, PA 18431-2151
570-616-0600 - WOODLAND@WOODLANDDESIGN.COM - WWW.WOODLANDDESIGN.COM
THE LIMIT OF PROFESSIONAL LIABILITY FOR THIS PROJECT SHALL BE LIMITED TO
AN AMOUNT EQUAL TO THE FEE PAID FOR ALL WORK PERFORMED BY
WOODLAND DESIGN ASSOCIATES, INC
© 2026-2027 WOODLAND DESIGN ASSOCIATES INC
ALL RIGHTS RESERVED, INCLUDING REPRODUCTION AND USE
REVISIONS:
25078 4/24/2026 L-301 OF OF L-802
LAYOUT AND MATERIALS PLANNORTH
LAYOUT & MATERIALS PLAN
SCALE: 1"=30'
BRADFORD COUNTY, PENNSYLVANIA
103 LAKE ROAD., WYSOX
WYSOX COMMUNITY PARK
BOAT LAUNCH PROJECT
0' 30' 60'15' 120'
NOTES:
1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND LAYOUT WITH LANDSCAPE ARCHITECT
PRIOR TO CONSTRUCTION
2. SITE INFORMATION PROVIDED BY INCLUDING, BUT NOT LIMITED TO PROPERTY LINES,
MUNICIPAL LINES, AND PROPERTY INFORMATION. AERIALS, SOILS, USGS, AND WATERSHED
INFORMATION RECEIVED FROM PASDA (WWW.PASDA.PSU.EDU (2014-2024)) AND GOOGLE
EARTH (2025).
3. PROPERTY OWNERS AND ADDRESSES ARE ALL "NOW OR FORMERLY" (N/F) AND SUBJECT
TO CHANGE. ALL PROPERTIES SHOWN ARE OWNED.
4. ALL INFORMATION HAD BEEN GATHERED FROM PUBLICLY AVAILABLE DATA SOURCES
INCLUDING: BRADFORD COUNTY GIS, PASDA, OR GIS.
AutoCAD SHX Text
AutoCAD SHX Text
LEGEND
LOD LODLOD LOD
L-#
SB
FEMA
FEMA
PROPOSED GRASS MEDIAN
PROPOSED SPLIT RAIL FENCE
MATERIAL CALL OUT FOR PROPOSED ITEMS
(DTL)
(SHT)
PROPOSED GRAVEL AREA TO BE ASPHALT PAVED
EXISTING SITE ELEMENTS
EXISTING PROPERTY LINES
PROPOSED LIMIT OF EARTH DISTURBANCE
EXISTING 10' CONTOURS
EXISTING 2' CONTOURS
SOILS BOUNDARY
WxB SOILS TYPE
FLOODPLAIN BOUNDARY (ELEVATION 972',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING WATER
FLOODWAY BOUNDARY (ELEVATION 970',
TAKEN FROM 100YR FEMA FIREMETTE)
EXISTING ROAD TO BE RESURFACED
EXISTING TREE(S) TO REMAIN
EXISTING FENCE TO REMAIN
EXISTING OVERHEAD UTILITY LINE(S)
EXISTING UTILITY POLE TO REMAIN
EXISTING UNDERGROUND UTILITY LINE(S) TO REMAIN
EXISTING RIGHT-OF-WAY
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W U
/G U
/G U
/G U
/G U
/G U
/G
X X X X X X X X X X X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X X
X X
X X
L-700
PROPOSED GRASSED
MEDIAN
L-700
PROPOSED GRASSED
MEDIAN
L-700
WHEEL STOPS
(TYP. 8)
L-700
ASPHALT PAVE EXISTING
COMPACTED GRAVEL
DRIVE & PARKING AREAS
20'
2' WHITE PAINT
MARKINGS, TYP.
2' WHITE PAINT
MARKINGS, TYP.
ALL PARKING
DIMENSIONS TYP.
10'
15' 80
27'
14'
14'
R5'
R17'
R5'
R5'
R5'
R
R5'
R17'
EXISTING ADA
PARKING SPACES
TO REMAIN
EXISTING PAVILION
TO REMAIN
EXISTING WALKWAY
TO REMAIN
FOUR (4) PROPOSED
TRUCK AND TRAILER PULL
THROUGH PARKING SPOTS
EIGHT (8) PROPOSED
PARKING SPACES
31'
R /W
R /W
R /W
R /W
R /W
R /W
R /W
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SS
SS
SS
SS
SS
SS
W
W
W
W
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
20'
L-700
WHEEL STOPS
(TYP. 15)
L-700
ASPHALT PAVE EXISTING
COMPACTED GRAVEL
DRIVE & PARKING AREAS
10'
2' WHITE PAINT
MARKINGS, TYP.
ALL PARKING
DIMENSIONS TYP.
EXISTING ADA
PARKING SPACES
TO REMAIN
FIFTEEN (15) PROPOSED
PARKING SPACES
24'
JOB NO.SCALE
AS NOTED
REVISED DATE SHEET
WOODLAND DESIGN ASSOCIATES INC.
LANDSCAPE ARCHITECTS, SITE PLANNERS, WETLAND SPECIALISTS
119 LINCOLN STREET, HONESDALE, PA 18431-2151
570-616-0600 - WOODLAND@WOODLANDDESIGN.COM - WWW.WOODLANDDESIGN.COM
THE LIMIT OF PROFESSIONAL LIABILITY FOR THIS PROJECT SHALL BE LIMITED TO
AN AMOUNT EQUAL TO THE FEE PAID FOR ALL WORK PERFORMED BY
WOODLAND DESIGN ASSOCIATES, INC
© 2026-2027 WOODLAND DESIGN ASSOCIATES INC
ALL RIGHTS RESERVED, INCLUDING REPRODUCTION AND USE
CALL BEFORE YOU DIG!
PA LAW REQUIRES 3 WORKING DAYS
NOTICE FOR CONSTRUCTION PHASE
BEFORE YOU DIG - DRILL- BLAST,
CALL PA ONE CALL SYSTEM INC.
AT 1-800-242-1776
SERIAL NO:
SEE SHEET L-100
REVISIONS:
25078 4/24/2026 L-400 OF OF L-802
ENLARGEMENT PLAN
NORTH
PARKING ENLARGEMENT 1
SCALE: 1"=10'
BRADFORD COUNTY, PENNSYLVANIA
103 LAKE ROAD., WYSOX
WYSOX COMMUNITY PARK
BOAT LAUNCH PROJECT
0' 10' 20'5' 40'
NORTH
PARKING ENLARGEMENT 2
SCALE: 1"=10'
0' 10' 20'5' 40'
NOTES:
1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND LAYOUT WITH LANDSCAPE ARCHITECT
PRIOR TO CONSTRUCTION
2. SITE INFORMATION PROVIDED BY INCLUDING, BUT NOT LIMITED TO PROPERTY LINES,
MUNICIPAL LINES, AND PROPERTY INFORMATION. AERIALS, SOILS, USGS, AND WATERSHED
INFORMATION RECEIVED FROM PASDA (WWW.PASDA.PSU.EDU (2014-2024)) AND GOOGLE
EARTH (2025).
3. PROPERTY OWNERS AND ADDRESSES ARE ALL "NOW OR FORMERLY" (N/F) AND SUBJECT
TO CHANGE. ALL PROPERTIES SHOWN ARE OWNED.
4. ALL INFORMATION HAD BEEN GATHERED FROM PUBLICLY AVAILABLE DATA SOURCES
INCLUDING: BRADFORD COUNTY GIS, PASDA, OR GIS.
AutoCAD SHX Text
EXISTING GRADE
(SHOWN DASHED)
L-700
CAST-IN-PLACE
CONCRETE BOAT LAUNCH
(20' WIDE, 180' LONG)20'4' 4'
4'
2'
4'
2'
1'
SUSQUEHANNA RIVER
EXISTING GRADE
(SHOWN DASHED)
L-700
CAST-IN-PLACE
CONCRETE BOAT LAUNCH
(20' WIDE, 180' LONG)10%
180'
5%
SLOPE BREAK
4'
2'
4' 2'
L-700
CAST-IN-PLACE
CONCRETE BOAT LAUNCH
(20' WIDE, 180' LONG)SUSQUEHANNA
RIVER 20'
4'
2'
4'
2'
JOB NO.SCALE
AS NOTED
REVISED DATE SHEET
WOODLAND DESIGN ASSOCIATES INC.
LANDSCAPE ARCHITECTS, SITE PLANNERS, WETLAND SPECIALISTS
119 LINCOLN STREET, HONESDALE, PA 18431-2151
570-616-0600 - WOODLAND@WOODLANDDESIGN.COM - WWW.WOODLANDDESIGN.COM
THE LIMIT OF PROFESSIONAL LIABILITY FOR THIS PROJECT SHALL BE LIMITED TO
AN AMOUNT EQUAL TO THE FEE PAID FOR ALL WORK PERFORMED BY
WOODLAND DESIGN ASSOCIATES, INC
© 2026-2027 WOODLAND DESIGN ASSOCIATES INC
ALL RIGHTS RESERVED, INCLUDING REPRODUCTION AND USE
CALL BEFORE YOU DIG!
PA LAW REQUIRES 3 WORKING DAYS
NOTICE FOR CONSTRUCTION PHASE
BEFORE YOU DIG - DRILL- BLAST,
CALL PA ONE CALL SYSTEM INC.
AT 1-800-242-1776
SERIAL NO:
SEE SHEET L-100
REVISIONS:
25078 4/24/2026 L-500 OF OF L-802
SECTIONS
BRADFORD COUNTY, PENNSYLVANIA
103 LAKE ROAD., WYSOX
WYSOX COMMUNITY PARK
BOAT LAUNCH PROJECT
SECTION A
SCALE:1"=8'
0' 8' 16' 32'4' A
SECTION B
SCALE:1"=8'
0' 8' 16' 32'4'
B SECTION C
SCALE:1"=8'
0' 8' 16' 32'4'
B
THE TOWNSHIP OF WYSOX
WYSOX COMMUNITY PARK
FUNDING ASSISTANCE FOR THIS BOAT LAUNCH HAS BEEN
PROVIDED BY PENNSYLVANIA DEPARTMENT OF
COMMUNITY AND ECONOMIC DEVELOPMENT LOCAL SHARE
ACCOUNT (LSA) - STATEWIDE
WYSOX TOWNSHIP SUPERVISORS
WILLIAM THEM, CHAIRMAN GARETT McCONNELL, SUPERVISOR KELLY GANNON, SUPERVISOR
WOODLAND DESIGN ASSOCIATES, INC., LANDSCAPE ARCHITECTS
SECTION VIEW
NOTES:
1. SHOP DWG'S TO
BE PROVIDED TO
OWNER/LANDSCAPE ARCH. FOR REVIEW
AND APPROVAL.
2. SIGN FACE (2 SIDED) BY SEKULA SIGNS OR
EQUAL.
811 SOUTH BRADY STREET
DUBOIS, PA 15801
(814) 371-4650
3. SIGN TO RECEIVE ANTI-GRAFFITI COATING,
PER MANUFACTURER'S SPECIFICATIONS.
4. SIGN SHALL BE TWO SIDED, AND READABLE
ON BOTH SIDES.
5. *SIGN INFORMATION, FONT TYPES, DESIGN,
LOGO(S), AND SHOWN IMAGE(S), TO BE
PROVIDED BY LANDSCAPE ARCHITECT TO
CONTRACTOR FOR FABRICATION.
6. ALL CONCRETE TO BE MINIMUM
COMPRESSIVE STRENGTH OF 2500 PSI AT 28
DAYS, MIN.
7. STAIN AND SEALER SHALL BE THOMPSON'S
STAIN AND SEALER FOR OUTDOOR
APPLICATIONS; CHESTNUT BROWN,
SEMI-TRANSPARENT; 2 COATS.
18"Ø CONCRETE FILLED
SONOTUBE PIER, W/ #3 REBAR
CAGE REINFORCEMENT, 2" CLEAR
- TYPICAL.
3'
6"x6" PRESSURE TREATED POSTS
- STAINED AND SEALED
WHITE LETTERING
WHITE LETTERING
WHITE LETTERING
1/2" ALUMINUM
C-CHANNEL FRAME
BORDER (BLACK) OR
APPROVE EQUAL
SIGN CENTERED
UNDER TOP POST
ACRYLIC SCREEN
PRINT SEALED
(WEATHER PROOF) ON
ALUMINUM OR
APPROVED EQUAL
2X6 (2) CROSS BARS
ON BOTH SIDES
STAINED AND
SEALED W/ 2X6 TOP
STAINED AND
SEALED
ASPHALTIC MASTIC
2B STONE BASE
BACKGROUND TO
BE "DARK GREEN"
TO MATCH OTHER
PARK SIGN
4' -1
5'
1. PLEASE REFER TO ALL APPLICABLE OBTAINED CHAPTER 105 PA DEP APPROVED PERMITS TO ENSURE
PROPER INSTALLATION.
2. CAST IN PLACE RAMP SHALL BE 180' LONG AND 20' WIDE, UNLESS OTHERWISE APPROVED.
3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL TO LANDSCAPE ARCHITECT PRIOR TO
ORDERING.
4. CAST IN PLACE BOAT LAUNCH SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION.
5. PROPOSED CAST IN PLACE CONCRETE BOAT LAUNCH SHALL BE SET INTO EXISTING GRADE WITH
A MAXIMUM SLOPE OF 10% TOWARD THE RIVER; SEE DETAIL 8 SHEET L-700.
6. FINISH SHALL BE RAW CONCRETE COLOR AND CORRUGATED GROVES REQUIRED
NOTES:
MILL 1 1/2" PAVEMENT, OFF HALU EXCESS, APPLY SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG64-22, 3 TO <0.3 MILLION ESALS, 9.5 MM FG MIX, 1 1/2" DEPTH SRL-L OR GREATER
2'-0"X2'-0" TYPE M
INLET TOP W/ STEEL GRATE
(OR APPROVED EQUAL)
9" BOOT BRUSH
BY ZORO INC.
(OR APPROVED EQUAL)
BOTTOM EPOXY'D TO
STEEL GRATE
PLAN
2'-0"X2'-0"
TYPE M
GRATE
SECTION
2'-0"X2'-0" TYPE M
INLET TOP W/ STEEL GRATE
(OR APPROVED EQUAL)
SET 2" INTO GRADE
FINAL GRADE
12" NON-COMPACTED
CLEAN AASHTOO #3 DRAIN
STONE BASE
1. BOOT CLEANING STATION SHALL BE PENNDOT APPROVED 2'-0"X2'-0" TYPE MINLET TOP W/
FLUSH STEEL GRATE AS MANUFACTURED
BY MONARCH PRECAST CONCRETE, INC. (MONARCHPRECAST.COM) OR APPROVED EQUAL.
2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR
APPROVAL PRIOR TO PURCHASE AND ORDERING.
3. MUCH OF THE DETAIL AND INSTALLATION INFORMATION SHOWN PROVIDED BY: MONARCH
PRECAST CONCRETE, INC.
(MONARCHPRECAST.COM/610-435-6746)
4. ALL CONCRETE TO BE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS,
MIN.
NOTES:
36"
36" 8"
12"
BOOT BRUSH
STATION
HELP PREVENT THE SPREAD OF
INVASIVE SPECIES AND PROTECT
PENNSYLVANIA'S BEAUTIFUL
STREAMS FOR ALL!
PRIOR TO ENTERING
AND LEAVING THE RIVER
PARK GO-ERS ARE
ENCOURAGED TO BRUSH
ALL VISIBLE SEED, DIRT,
LEAVES, AND MATERIALS
OFF OF THEIR FOOTWEAR.
4"x4" PRESSURE TREATED POSTS
- STAINED AND SEALED
NOTES:
1. SHOP DWG'S TO BE PROVIDED TO OWNER/LANDSCAPE ARCH. FOR REVIEW AND
APPROVAL PRIOR TO ORDERING AND FABRICATION. SURFACE MOUNTING AND
DESIGN SHALL BE PROVIDED BY CONTRACTOR AND OTHERS.
2. SIGN FACE BY SEKULA SIGNS OR EQUAL, 811 SOUTH BRADY STREET, DUBOIS,
PA 15801 (814) 371-4650
3. SIGN TO RECEIVE ANTI-GRAFFITI COATING,
PER MANUFACTURER'S SPECIFICATIONS.
4. *SIGN INFORMATION, FONT TYPES, DESIGN, AND LOGO, AS SHOWN, TO BE
PROVIDED BY LANDSCAPE ARCHITECT TO CONTRACTOR FOR FABRICATION.
5. ALL CONCRETE TO BE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28
DAYS, MIN.
6. STAIN AND SEALER SHALL BE THOMPSON'S STAIN AND SEALER FOR OUTDOOR
APPLICATIONS; CHESTNUT BROWN, SEMI-TRANSPARENT; 2 COATS.
12"Ø CONCRETE FILLED
SONOTUBE PIER, W/ #3 REBAR
CAGE REINFORCEMENT, 2" CLEAR
- TYPICAL
3'
EXISTING GRADE
TO REMAIN
STAINLESS STEEL
FASTENER BOLT,
NUT, AND WASHER
BY CONTRACTOR
12" 2B COMPACTED STONE
ASPHALTIC MASTIC COATING
- TYPICAL
1'-6"
WHITE LETTERING
BACKGROUND TO BE
"DARK GREEN" TO MATCH
OTHER PARK SIGN
3' -6
2'
MILL 1 1/2" PAVEMENT, OFF HALU EXCESS, APPLY SUPERPAVE
ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG64-22, 3 TO
<0.3 MILLION ESALS, 9.5 MM FG MIX, 1 1/2" DEPTH SRL-L OR GREATER
EX. SUPERPAVE ASPHALT MIXTURE DESIGN,
HMA BINDER COURSE, PG64-22, 3 TO <0.3 MILLION ESALS,
19.0 MM MIX, 4" DEPTH SRL-L OR GREATER
EX. 8" MIN. 2A MODIFIED STONE BASE
(COMPACTED TO 95%)
EX. MC-30 PRIME COAT @ 0.15 GALLONS/SY
EX. SUBBASE (COMPACTED TO 95%)
CROWN PAVE AT 2% CENTERED
UNLESS OTHERWISE NOTED
15' DRIVE OR PARKING AREA SEE PLAN
2 1/4"
5 1 /2"
2 3 /4"
1 3 /8"
3 RAIL FENCE SECTION 3 RAIL 10 FT. SPACING FENCE ELEVATION
119" RAIL APPROX WEIGHT 93 LBS.RAIL SECTION
FOOTING, 18"
SONOTUBE
POST, TYP.
RAIL, TYP.
2' -6
4'
-0
2'
6' -3
5 3/4"
FOOTING, 18"
SONOTUBE.
EXISTING GRADE TO
REMAIN
RAIL TYP.
POST TYP.
1'
1'-0 1/2"
9 1/4"
9 1/4"
ASPHALTIC
MASTIC COATING
TREAT ALL PORTIONS OF
POSTS IN CONTACT WITH
CONCRETE, SOIL, OR STONE
WITH ASPHALTIC MASTIC
PRIOR TO INSTALLATION
*TONGUE ENDS
NOT SHOWN
6" CLEAN
STONE6" CLEAN
STONE
NOTES:
1. WOOD RAIL AND POSTS TO BE YELLOW PINE, SEVERE WEATHER AS AVAILABLE BY HOME DEPOT.
2. ALL CONCRETE TO BE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
3. PRIMARY REINFORCEMENT TO BE #3 REBAR REINFORCEMENT ON GRID 2" CLEAR -
TYP.
4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
5. STAIN/PAINT SHALL BE THOMPSON'S CHESTNUT BROWN SEMI TRANSPARENT EXTERIOR WOOD
STAIN AND SEALER, OR APPROVED EQUAL.
2 3/4"
119"
5 1/2"
5 3/4"
5 3/4"
5 3/4"
10'
SUPERPAVE ASPHALT MIXTURE
DESIGN, HMA WEARING COURSE,
PG64-22, <0.3 MILLION ESAL, 9.5 MM
FG MIX, 1 1/2 INCH DEPTH SRL-L
SUPERPAVE ASPHALT MIXTURE
DESIGN, HMA BINDER COURSE,
PG64-22, <0.3 MILLION ESAL, 19 MM
MIX, 3 1/2 INCH DEPTH SRL-L
SUBBASE: 4" OF 2A AGGREGATE COMPACTED TO 95%
MC-30 PRIME COAT @
0.15 GALLONS/SY
UNDISTURBED OR MECHANICALLY COMPACTED
BEARING SOIL
MATERIALS AND INSTALLATION SHALL CONFORM TO
PADOT PUBLICATION 408
GRADE
ALL GRADES TO MAINTAIN EXISTING DRAINAGE
PATTERNS UNLESS NOTED OTHERWISE
6'
CENTERLINE BLOCK @ CENTERLINE OF
PARKING SPACE - V.I.F. AFTER LINE PAINT OUT
36" LENGTH OF #6 REBAR SHARPENED & DRIVEN
THRU PAVE (2) PER BLOCK
NOTES:
1. NITTERHOUSE MASONRY PRODUCTS
CONCRETE PARKING STOP BLOCKS
OR APPROVED EQUAL.
859 CLEVELAND AVENUE
CHAMBERSBURG, PA 17201
(717) 268-4137
*CONCRETE SHALL BE 2500 PSI @ 28 DAYS, MINIMUM.
REMOVE EXISTING
GRAVEL BELOW SURFACE
SEEDED AND
MULCHED
3:1 3:1
NOTES:
1. CONTRACTOR SHALL EXCAVATE TO A DEPTH OF 2' AND SCARIFY BOTTOM SOIL THEN ADD TOPSOIL MOUND.
2. CONTRACTOR SHALL FIRMLY COMPACT SOIL IN 6" LIFTS AS ITS APPLIED
3. CONTRACTOR SHALL SEED AND MULCH PER VEGITATION STABILIZATION NOTES.
1' 2'
PLAN
'-0
FI
XE
D
180'-0"
SCORE JOINT
STD. GROOVE (LEFT SHOWN)
(LEFT OR RIGHT AS NEEDED)
5'
12" LAYER OF COMPACTED
2A STONE BASE ON
GEOFABRIC MATERIAL
COMPACTED TO 95%
UNDISTURBED OR MECHANICALLY
COMPACTED BEARING SOIL
FINAL GRADE
*ALL CONCRETE TO BE MINIMUM COMPRESSIVE
STRENGTH OF 4000 PSI AT 28 DAYS, MIN.
20'
4'
2'
4'
2'
1'
CORRUGATED GROVES
REQUIRED
SUSQUEHANNA RIVER
EXISTING GRADE
(SHOWN DASHED)
L-700
CAST-IN-PLACE CORRUGATED
CONCRETE BOAT LAUNCH
(20' WIDE, 180' LONG)
10%
180'
CALL BEFORE YOU DIG!
PA LAW REQUIRES 3 WORKING DAYS
NOTICE FOR CONSTRUCTION PHASE
BEFORE YOU DIG - DRILL- BLAST,
CALL PA ONE CALL SYSTEM INC.
AT 1-800-242-1776
SERIAL NO:
SEE SHEET L-100
1 TWO SIDED BOAT LAUNCH SIGN
SCALE: 1/2"=1'
WOODLAND DESIGN ASSOCIATES INC.
LANDSCAPE ARCHITECTS, SITE PLANNERS, WETLAND SPECIALISTS
119 LINCOLN STREET, HONESDALE, PA 18431-2151
570-616-0600 - WOODLAND@WOODLANDDESIGN.COM - WWW.WOODLANDDESIGN.COM
JOB NO.SCALE
AS NOTED
REVISED DATE SHEET
2 BOOT CLEANING STATION
NOT TO SCALE
THE LIMIT OF PROFESSIONAL LIABILITY FOR THIS PROJECT SHALL BE LIMITED TO
AN AMOUNT EQUAL TO THE FEE PAID FOR ALL WORK PERFORMED BY
WOODLAND DESIGN ASSOCIATES, INC
© 2026-2027 WOODLAND DESIGN ASSOCIATES INC
ALL RIGHTS RESERVED, INCLUDING REPRODUCTION AND USE
EXISTING ASPHALT DRIVE TO BE RESURFACED3
SCALE: 1/4"=1'-0"
25078 4/24/2026 L-700 OF OF L-802
CONSTRUCTION DETAILS
BRADFORD COUNTY, PENNSYLVANIA
103 LAKE ROAD., WYSOX
WYSOX COMMUNITY PARK
BOAT LAUNCH PROJECT
7 SPLIT RAIL FENCE
SCALE: 1/4"=1'
ASPHALT PAVE EXISTING COMPACTED GRAVEL DRIVE & PARKING AREA4
SCALE: 1/4"=1'-0"
5 WHEEL STOP
NOT TO SCALE
6 GRASS MEDIAN
NOT TO SCALE
8 CAST IN PLACE CONCRETE BOAT LAUNCH
NOT TO SCALE
CONSTRUCTION SEQUENCE WITH E&S BMP INSTALLATION, MAINTENANCE AND REMOVAL:
1. CONTRACTOR SHALL REVIEW AND FOLLOW ALL APPLICABLE PLANS AND CODES FOR THIS PROJECT; INCLUDING THE REQUIRED
PENNDOT, LOCAL BUILDING, AND GENERAL PERMIT(S) OBTAINED FOR WORK WITHIN THE RIVER'S FLOODWAY.
SEQUENCE NOTES
a. ASSEMBLY, TEMPORARY EQUIPMENT, AND NON-HAZARDOUS MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST 50
FEET BACK FROM THE TOP OF THE STREAM BANKS AND WETLANDS. IN THIS BUFFER, CLEARING, SOD DISTURBANCES, EXCAVATION, AND EQUIPMENT TRAFFIC SHOULD BE MINIMIZED. ACTIVITIES SUCH AS STACKING LOGS, BURNING CLEAR BRUSH, DISCHARGING RAINWATER FROM TRENCHES, WELDING , REFUELING, AND MAINTAINING EQUIPMENT SHOULD BE ACCOMPLISHED OUTSIDE OF THE BUFFERS. HAZARDOUS OR POLLUTIVE MATERIAL STORAGE AREAS SHALL BE LOCATED AT
LEAST 100 FEET BACK FROM THE TOP OF STREAM BANKS.
b. AVOID REFUELING AND MAINTAINING EQUIPMENT WITHIN 50 FEET OF STREAMS AND WETLANDS.
c. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A PREPAREDNESS PREVENTION, AND CONTINGENCY (PPC) PLAN FOR THE
USE AND/OR STORAGE OF CHEMICALS, SOLVENTS, OR OTHER WASTE OR MATERIALS THAT WILL HAVE THE POTENTIAL TO
CAUSE ACCIDENTAL POLLUTION DURING EARTH DISTURBANCE ACTIVITIES.
d. pH TESTING TO BE CONDUCTED DURING ALL CONCRETE WORK IN OR ALONG THE STREAM CHANNEL, ALLOW CONCRETE TO HARDEN ENOUGH TO SUPPORT FOOT TRAFFIC. FLUSH CONCRETE WITH STREAM WATER AND PUMP TO AN UPLAND AREA TO DISCHARGE IN A MANNER THAT PREVENTS EROSION AND RE-ENTRY OF THE WATER INTO THE STREAM . USE A PROPERLY CALIBRATED PH METER TO MONITOR THE DISCHARGE UNTIL THE PH FALLS BELOW 9.0 BEFORE ALLOWING THE STREAM TO DIRECTLY CONTACT THE NEW CONCRETE. TESTING TO FINISH WHEN CONCRETE IS FULLY CURED AND DAM IS REMOVED.
e. ALL MATERIALS BROUGHT TO THE PROJECT SITE MUST BE FREE FROM WASTE AND FOREIGN DEBRIS. REFER TO THE
"RESPONSIBILITY OF FILL MATERIALS" SECTION BELOW.
f. UPON TEMPORARY CESSATION OF ANY EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE ACTIVITIES WILL EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED, OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE
ACTIVITIES. REFER TO VEGETATIVE STABILIZATION NOTES FOR STABILIZATION CRITERIA.
g. FOR ALL EARTH DISTURBANCE PROPOSED WITHIN MARKED WETLANDS/WATERS INSTALL MATTING PER PLANS AND DETAILS.
h. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS OF MATERIALS AND EQUIPMENT REQUIRED FOR
INSTALLATION, PRIOR TO THE START OF CONSTRUCTION.
i. CONTACT WOODLAND DESIGN ASSOCIATES, INC. A MINIMUM OF ONE (1) WEEK PRIOR TO ALL CRITICAL STAGES OF THE E&S
BMP INSTALLATION WORK AND IMMEDIATELY AFTER A BMP FAILURE HAS BEEN IDENTIFIED TO SCHEDULE A SITE MEETING FOR
WORK REVIEWS AND APPROVALS.
CRITICAL STAGES INCLUDE:
1. COMPLETION OF THE INSTALLATION OF THE PERIMETER BMPS, SEDIMENT BARRIERS,
STOCKPILES, ORANGE CONSTRUCTION FENCE, ETC., ON SITE.
2. THE STAKED LOCATIONS OF PROPOSED ITEMS AT THE SITE.
3. INSTALLATION OF ALL RIP RAP SLOPES, EROSION CONTROL BLANKETED SLOPES,
AND BOULDER SLOPES.
4. INSTALLATION OF THE COFFER DAM AND BY-PASS SYSTEM WITH PUMP WATER FILTER
BAGS.
5. INSTALLATION OF THE CAST IN PLACE CONCRETE BOAT LAUNCH
6. INSTALLATION OF THE ASPHALT DRIVE AND PARKING AREA.
7. INSTALLATION OF ALL SIGNAGE.
8. COMPLETION OF PERMANENT FINAL STABILIZATION INSTALLATION.
9. SUBSTANTIAL PROJECT COMPLETION, SITE INSPECTION WITH CONSERVATION DISTRICT,
DEVELOPMENT OF PUNCH LIST, AND REMOVAL OF BMPs.
2.REFER TO E&S PLAN. INSTALL ALL APPLICABLE E&S CONTROL MEASURES PER THE PLAN PRIOR TO BEGINNING EARTHWORK; NOT
LIMITED TO BUT INCLUDING:
a. RING SWEEPER AND BROOMS PRESENT ON SITE; TO MAINTAIN STREETS FREE OF MUD AND DEBRIS.
b. ALL COMPOST FILTER SOCKS. (CFS-1 THROUGH CFS-2), AS NOTED.
c. ALL TEMPORARY ORANGE CONSTRUCTION FENCING.
3. ONCE ALL BMPS ARE INSTALLED, REMOVE VEGETATION AND SOILS AS NOTED IN THE DEMOLITION PLAN(S).
4.INSTALL ALL EROSION CONTROL BLANKETED SLOPES. CONTRACTOR SHALL OFF-HAUL ALL SPOILS TO A SITE WITH AN APPROVED
E&S PLAN.
5. INSTALL THE COFFER DAM AND PUMP BY-PASS SYSTEM PER THE CHAPTER 105 GP-2 PERMIT. (PER E&S REQUIREMENTS
CONTRACTOR MUST USE SANDBAGS WITH PLASTIC SHEATHING).
6. INSTALL PUMP WATER FILTER BAGS AND USE THEM TO DRAIN ANY LOW LYING AREAS OR TRENCHES.
7. ONE WEEK PRIOR TO INSTALLATION OF CAST IN PLACE BOAT LAUNCH RAMP, NOTIFY LANDSCAPE ARCHITECT.
8. INSTALL CAST IN PLACE BOAT LAUNCH RAMP ONCE ALL HAS BEEN INSTALLED AND STABILIZED, REMOVE THE COFFER DAM AND
PUMP BY-PASS SYSTEM.
9. INSTALL ALL SLEEVING, CONDUIT, PROTECTIONS, AND LINE TO PROTECT SUBSURFACE UTILITIES.
10. EXCAVATE AND INSTALL THE ASPHALT DRIVE, PARKING AREA, AND BOAT LAUNCH STONE BASE.
11. INSTALL ALL ASPHALT (DRIVE, PARKING, AND BOAT LAUNCH).
12. INSTALL ALL PRECAST WHEEL BUMPERS.
13. INSTALL ALL PARKING LINE PAINT, INCLUDING THE ADA PARKING SPACE DESIGNATION AND SIGN.
14. REMOVAL ALL PUMP WATER FILTER BAGS, CONCRETE WASHOUTS, AND ORANGE CONSTRUCTION FENCING.
15. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A
CESSATION OF EARTH DISTURBANCE ACTIVITIES WILL EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED, OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES.
REFER TO VEGETATIVE STABILIZATION NOTES FOR STABILIZATION CRITERIA; SPECIFICALLY THE TEMPORARY STABILIZATION
NOTES, INCLUDING FERTILIZER, MULCH, AND SEED.
16.AFTER FINAL (PERMANENT) SITE STABILIZATION HAS BEEN ACHIEVED, CONTACT WOODLAND DESIGN ASSOCIATES, INC. FOR FINAL
SITE INSPECTION WITH WAYNE CONSERVATION DISTRICT AND PA F&BC.
17. 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." AFTER PERMANENT STABILIZATION IS ACHIEVED (PER REVIEW AND ACCEPTANCE BY LACKAWANNA COUNTY CONSERVATION DISTRICT AND/OR PA DEP, ALL TEMPORARY
EROSION AND SEDIMENT CONTROL BMPS MAY BE REMOVED.
18.COMPOST FILTER SOCK MEDIA MUST BE REMOVED FROM SITE UPON APPROVAL BY THE CONSERVATION DISTRICT. AREAS
DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY.
RESPONSIBILITIES FOR FILL MATERIALS
INCLUDING DEFINITION OF ENVIRONMENTAL DUE DILIGENCE & CLEAN FILL
IF THE SITE WILL NEED TO HAVE FILL IMPORTED FROM AN OFF SITE LOCATION, THE RESPONSIBILITY FOR PERFORMING ENVIRONMENTAL DUE DILIGENCE AND THE DETERMINATION OF CLEAN FILL WILL IN MOST CASES RESIDE WITH THE OPERATOR. IF THE SITE WILL HAVE EXCESS FILL THAT WILL NEED TO BE EXPORTED TO AN OFF SITE LOCATION, THE RESPONSIBILITY OF CLEAN FILL DETERMINATION AND
ENVIRONMENTAL DUE DILIGENCE RESTS ON THE APPLICANT.
APPLICANTS AND/OR OPERATORS MUST USE ENVIRONMENTAL DUE DILIGENCE TO ENSURE THAT THE FILL MATERIAL ASSOCIATED WITH THIS PROJECT QUALIFIES AS CLEAN FILL. DEFINITIONS OF CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE ARE PROVIDED BELOW. ALL FILL MATERIAL MUST BE USED IN
ACCORDANCE WITH THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL", DOCUMENT NUMBER
258-2182-773. A COPY OF THIS POLICY IS AVAILABLE ONLINE AT WWW.DEPWEB.STATE.PA.US. UNDER THE HEADING QUICK ACCESS ON THE LEFT SIDE OF THE SCREEN, CLICK ON "FORMS AND PUBLICATIONS", ON THE LEFT SIDE OF THE SCREEN CLICK ON "TECHNICAL GUIDANCE DOCUMENTS - FINAL". THEN TYPE THE DOCUMENT NUMBER 258-2182-773 INTO THE SEARCH WINDOW AND CONDUCT THE SEARCH. THEN CLICK
ON "MANAGEMENT OF FILL".
CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR
ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM "USED
ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE.)
CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE: FILL MATERIALS AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE STILL QUALIFIES AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL MATERIAL CONTAINS CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE RESIDENTIAL LIMITS IN TABLES FP-1A AND FP-1B FOUND IN THE DEPARTMENT'S
POLICY "MANAGEMENT OF FILL".
ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE FILL AND MUST BE KEPT ON SITE AND MADE AVAILABLE UPON REQUEST BY THE DEPARTMENT OR AUTHORIZED CONSERVATION DISTRICT. FAILURE TO PRODUCE THE FORM UPON REQUEST MAY RESULT IN THE REVOKING, SUSPENSION OR TERMINATION OF
YOUR PERMIT COVERAGE.
ENVIRONMENTAL DUE DILIGENCE: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING
SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S POLICY
"MANAGEMENT OF FILL".
FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS WASTE AND
MUST BE MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR RESIDUAL WASTE
REGULATIONS BASED ON 25 PA CODE CHAPTERS 287 RESIDUAL WASTE MANAGEMENT OR 271 MUNICIPAL
WASTE MANAGEMENT, WHICHEVER IS APPLICABLE.
STANDARD E&S PLAN NOTES
1. 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 WAYNE CONSERVATION DISTRICT) 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 GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION, AND A REPRESENTATIVE FROM WAYNE 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 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 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, VEGETATION, ROOTS AND
OTHER OBJECTIONABLE MATERIAL.
6. 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 DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED OFF BEFORE CLEARING AND GRUBBING OPERATIONS
BEGIN.
8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(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 EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY WAYNE CONSERVATION DISTRICT AND THE LANDSCAPE
ARCHITECT.
10. 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 THE SITE.
11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY BRADFORD COUNTY CONSERVATION
DISTRICT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.
12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL.
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