1-9700-71.GL3 CONTRACT DRAWINGS.pdf
PDF 4 MB Posted
- Solicitation number
- Not on record
- Issued by
- Montgomery County, Pennsylvania
About this file
Summary: Contract Drawings for Green Lane Park Parking Lot Expansion
This document is a comprehensive set of construction drawings prepared by ARRO Consulting Inc. for Towamencin Township in Montgomery County, Pennsylvania, for the Green Lane Park Parking Lot Expansion project (Contract No. 9700-71.GL3). The project encompasses a 1,000 square yard expansion of an existing gravel parking lot, a 160 square yard paved parking area with ADA-compliant parking signage, tree removal and replanting, removal and installation of post and rail fencing (760 linear feet total), earthwork and site grading, and comprehensive erosion and sedimentation controls. The drawing set includes six sheets detailing site layout, existing conditions and demolition plans, erosion and sediment control measures, construction improvements, landscape planting details, and an optional alternate for 640 linear feet of six-foot height black vinyl coated chain link fence installation. The project site is located at Green Lane Road and Kriebel Road in Towamencin Township, with a proposed parking capacity of 107 total spaces distributed across multiple parking areas. The drawings specify the limit of disturbance as 0.85 acres and include detailed utility locations, spot elevations, grading plans, and construction sequencing requirements established in coordination with township engineer notifications required a minimum of 48 hours in advance of work commencement.
The construction specifications require comprehensive erosion and sediment control implementation, including compost filter sock placement downslope of all grading and excavation, tree protection fencing, stabilized construction entrances, and topsoil stockpile management in accordance with Pennsylvania Department of Environmental Protection regulations and Montgomery County Conservation District requirements. All contractors are responsible for verifying utility locations through the Pennsylvania One-Call System at least 72 hours prior to excavation, maintaining traffic control, protecting utility poles and services, and conducting pre-construction meetings with township officials. The project involves asphaltic pavement construction with specific Superpave mixture designs for base and wearing courses, crushed stone paving areas, post and rail fence installation using pressure-treated lumber, and landscape plantings including deciduous and evergreen trees with detailed staking and protection requirements. Plant material guarantees are set for eighteen months from completion date, with any material 25 percent dead or showing lack of normal growth subject to replacement at no additional cost. General contractor responsibilities include clearing and grubbing, topsoil stripping and stockpiling, environmental due diligence for imported fill materials, compliance with solid waste management regulations, and maintenance of all erosion control best management practices until final site stabilization is achieved with a minimum 70 percent perennial vegetative cover.
View the file
Other files
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
GENERAL NOTES:
ACT 50
GREEN LANE PARK
PARKING LOT EXPANSION
CONTRACT No. 9700-71.GL3
TOWAMENCIN TOWNSHIP
MONTGOMERY COUNTY, PENNSYLVANIA
AutoCAD SHX Text W.
AutoCAD SHX Text
DUTCHMANS
AutoCAD SHX Text
CIRCLE
AutoCAD SHX Text
STALEY
AutoCAD SHX Text
CIRCLE
AutoCAD SHX Text
MORRIS ROAD
AutoCAD SHX Text
HENNING WAY
AutoCAD SHX Text
TRUMBAUER
AutoCAD SHX Text (T534)
AutoCAD SHX Text
WORCESTER TOWNSHIP
AutoCAD SHX Text (T362)
AutoCAD SHX Text
MORRIS ROAD
AutoCAD SHX Text
WENTZ CHURCH RD.
AutoCAD SHX Text (T362)
AutoCAD SHX Text
RAMPART LANE
AutoCAD SHX Text (T395)
AutoCAD SHX Text
NORTHEAST EXTENSION OF THE PENNSYLVANIA TURNPIKE
AutoCAD SHX Text
SUNNY AYR WAY
AutoCAD SHX Text
STONE BRIDGE
AutoCAD SHX Text
CIR.
AutoCAD SHX Text (T528)
AutoCAD SHX Text
KRIEBEL
AutoCAD SHX Text (T500)
AutoCAD SHX Text
PHEASANT HILL
AutoCAD SHX Text (T365)
AutoCAD SHX Text
ROAD
AutoCAD SHX Text (T499)
AutoCAD SHX Text
HILL
AutoCAD SHX Text (T502)
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
BROOKSIDE
AutoCAD SHX Text
PARKVIEW DR.
AutoCAD SHX Text
CIR.
AutoCAD SHX Text (T503)
AutoCAD SHX Text
DEERFIELD DRIVE
AutoCAD SHX Text (T501)
AutoCAD SHX Text
GREEN LANE
AutoCAD SHX Text
OLD FORDE
AutoCAD SHX Text
WAY
AutoCAD SHX Text
RD.
AutoCAD SHX Text (T397)
AutoCAD SHX Text
AutoCAD SHX Text
RD.
AutoCAD SHX Text (T510)
AutoCAD SHX Text
THERESA
AutoCAD SHX Text
WAY
AutoCAD SHX Text (T511)
AutoCAD SHX Text
LA.
AutoCAD SHX Text
RAMPART LA.
AutoCAD SHX Text
PHEASANT
AutoCAD SHX Text
BETH
AutoCAD SHX Text (T500)
AutoCAD SHX Text
KRIEBEL RD.
AutoCAD SHX Text
(LR46068 SR1002)
AutoCAD SHX Text
BUSTARD ROAD
AutoCAD SHX Text
SCHLOSSER ROAD
AutoCAD SHX Text (T398)
AutoCAD SHX Text
FRY RD.
AutoCAD SHX Text
FISCHERS
AutoCAD SHX Text
METZ RD.
AutoCAD SHX Text (T356)
AutoCAD SHX Text
PARK
AutoCAD SHX Text
SPRINGER
AutoCAD SHX Text (T404)
AutoCAD SHX Text
MONROE DR.
AutoCAD SHX Text
HERITAGE
AutoCAD SHX Text
BUCKINGHAM
AutoCAD SHX Text
CT.
AutoCAD SHX Text
BUSTARD
AutoCAD SHX Text
UPPER-GWYNEDD
AutoCAD SHX Text
TOWAMENCIN
AutoCAD SHX Text
AUTH.
AutoCAD SHX Text
MUNICIPAL
AutoCAD SHX Text
PARK
AutoCAD SHX Text
BUSTARD
AutoCAD SHX Text (T365)
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
LAKEVIEW
AutoCAD SHX Text
BUSTARD RD.
AutoCAD SHX Text (T399)
AutoCAD SHX Text
BISHOPWOOD BLVD.
AutoCAD SHX Text E.
AutoCAD SHX Text
BRECKENRIDGE
AutoCAD SHX Text
PLACE
AutoCAD SHX Text
GENERAL NASH SCHOOL
AutoCAD SHX Text
HEDGEROW
AutoCAD SHX Text
WAY
AutoCAD SHX Text (T524)
AutoCAD SHX Text (T525)
AutoCAD SHX Text
LIBERTY BELL DR.
AutoCAD SHX Text (T521)
AutoCAD SHX Text
CIRCLE
AutoCAD SHX Text
DAGER
AutoCAD SHX Text
BISHOPWOOD
AutoCAD SHX Text
BLVD.
AutoCAD SHX Text (T522)
AutoCAD SHX Text
PARKSIDE
AutoCAD SHX Text
LANE
AutoCAD SHX Text (T526)
AutoCAD SHX Text
STRATTON DR.
AutoCAD SHX Text
BRADDOCK
AutoCAD SHX Text
LANE
AutoCAD SHX Text (T522)
AutoCAD SHX Text
(LR46068) (SR1002)
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
BROXTON CT.
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
PLACE
AutoCAD SHX Text
DR.
AutoCAD SHX Text
LIBERTY BELL DR.
AutoCAD SHX Text
INDEPENDENCE DR.
AutoCAD SHX Text
ADAMS RD.
AutoCAD SHX Text
REVERE
AutoCAD SHX Text
CONTINENTAL
AutoCAD SHX Text
HILL RD.
AutoCAD SHX Text
DR.
AutoCAD SHX Text
BUNKER
AutoCAD SHX Text
CIRCLE
AutoCAD SHX Text
DR.
AutoCAD SHX Text
FREEDOM
AutoCAD SHX Text
GREENLAWN AVE.
AutoCAD SHX Text
EVERGREEN AVE.
AutoCAD SHX Text
CALVERTON CT.
AutoCAD SHX Text
CHURCHILL CT.
AutoCAD SHX Text (T363)
AutoCAD SHX Text
CREIGHTON CT.
AutoCAD SHX Text
BLACKMOOR CT.
AutoCAD SHX Text
PINEHURST CT.
AutoCAD SHX Text
CEDARTOP CT.
AutoCAD SHX Text
OAKMONT CT.
AutoCAD SHX Text
DALKEITH CT.
AutoCAD SHX Text
DR.
AutoCAD SHX Text
KAREVE
AutoCAD SHX Text
DR.
AutoCAD SHX Text (T496)
AutoCAD SHX Text
PRISM WAY
AutoCAD SHX Text
HOLLY DR.
AutoCAD SHX Text (T550)
AutoCAD SHX Text (T546)
AutoCAD SHX Text
CANTERBURY DR.
AutoCAD SHX Text
IVYWOOD WAY
AutoCAD SHX Text (T544)
AutoCAD SHX Text (T545)
AutoCAD SHX Text
WAY
AutoCAD SHX Text
SHERWOOD
AutoCAD SHX Text
MORGAN
AutoCAD SHX Text
PARK
AutoCAD SHX Text
FAIRVIEW WAY
AutoCAD SHX Text
IDE DRIVE
AutoCAD SHX Text (T547)
AutoCAD SHX Text (T549)
AutoCAD SHX Text
GREEN LANE
AutoCAD SHX Text (T548)
AutoCAD SHX Text (T397)
AutoCAD SHX Text
RD.
AutoCAD SHX Text
SUMNEYTOWN PIKE (COUNTY HIGHWAY)
AutoCAD SHX Text
ST. ANDREWS WAY
AutoCAD SHX Text
BERKLEY WAY
AutoCAD SHX Text
NORWYCK
AutoCAD SHX Text
WAY
AutoCAD SHX Text
RITTENHOUSE ROAD
AutoCAD SHX Text
BUSTARD
AutoCAD SHX Text
LOGGER LANE
AutoCAD SHX Text
BOONE WAY
AutoCAD SHX Text (T498)
AutoCAD SHX Text
BROMLEY DR.
AutoCAD SHX Text (T523)
AutoCAD SHX Text
YEAKEL WAY
AutoCAD SHX Text
MORGAN WAY
AutoCAD SHX Text (T497)
AutoCAD SHX Text
RD.
AutoCAD SHX Text
RICHMOND
AutoCAD SHX Text
CT.
AutoCAD SHX Text
SUNSET WAY
AutoCAD SHX Text
FIRE
AutoCAD SHX Text
CO.
AutoCAD SHX Text
WAY
AutoCAD SHX Text (T366)
AutoCAD SHX Text
FRANKLIN
AutoCAD SHX Text
WINCHESTER
AutoCAD SHX Text
CAMBRIDGE
AutoCAD SHX Text
WAY
AutoCAD SHX Text
SARATOGA
AutoCAD SHX Text
HACKNEY WAY
AutoCAD SHX Text
CANDLEWOOD WAY
AutoCAD SHX Text
DORCHESTER
AutoCAD SHX Text
WAY
AutoCAD SHX Text
FARM WAY
AutoCAD SHX Text
LINDEN WAY
AutoCAD SHX Text
LANE
AutoCAD SHX Text
LANSDALE INTERCHANGE NO. 31
AutoCAD SHX Text
TOWAMENCIN AVE.
AutoCAD SHX Text
FIREHOUSE
AutoCAD SHX Text
PARK
AutoCAD SHX Text
VICTORIA
AutoCAD SHX Text
COURT
AutoCAD SHX Text
OLD MORRIS ROAD
AutoCAD SHX Text
(PAPER STREET)
AutoCAD SHX Text
DR.
AutoCAD SHX Text
KRIEBEL
AutoCAD SHX Text
ROAD (T365)
AutoCAD SHX Text
DRAWING INDEX
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LAYOUT AND GRADING PLAN & CONSTRUCTION DETAILS
AutoCAD SHX Text
TITLE SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING CONDITIONS AND DEMOLITION PLAN
AutoCAD SHX Text %%uLOCATION MAP
AutoCAD SHX Text
DATE: SERIAL NO:
AutoCAD SHX Text 04/23/2026
AutoCAD SHX Text 20261132963
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text COMCAST 1004 CORNERSTONE BLVD DOWNINGTOWN, PA. 19335 ATTN. MICHAEL SOWINSKI MICHEAL_SOWINSKI@COMCAST.COM 856-912-7551
AutoCAD SHX Text NORTH PENN WATER AUTHORITY 300 FORTY FOOT ROAD LANSDALE, PA 19446 ATTN. STEVE FRETZ STEVE FRETZ EMAIL sfretz@npwa.org 215-855-3617
AutoCAD SHX Text TOWAMENCIN TOWNSHIP 1965 BUSTARD ROAD HARLEYSVILLE, PA. 19438 ATTN. DAVID HILLMANTEL DAVID HILLMANTEL EMAIL:dhillmantel@towamencin.org 215-368-3476
AutoCAD SHX Text VERIZON PENNSYLVANIA LLC 1Call-Verizon-PADE@verizon.com
AutoCAD SHX Text
1. EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON LIMITED FIELD SURVEYS CONDUCTED BY CKS ENGINEERS, INC. DURING THE MONTH OF JUNE, 2022 AND JUNE, 2025. VERTICAL DATUM BASED ON NAVD 88 GEOID12B DATUM AND HORIZONTAL DATUM BASED ON NAD83 PA SOUTH STATE PLAN DATUM. ADDITIONAL AERIAL, LIDAR AND ELEVATION DATA WAS OBTAINED FROM THE PENNSYLVANIA SPATIAL DATA ACCESS (PASDA) GEOSPATIAL DATA PORTAL. 2. LOCATION OF EXISTING UTILITIES WERE OBTAINED FROM VARIOUS PLANS AND LOCATION OF EXISTING UTILITIES WERE OBTAINED FROM VARIOUS PLANS AND LIMITED FIELD EXPLORATION. THEY ARE APPROXIMATE. CONTRACTOR TO VERIFY LOCATION AND DEPTHS OF ALL UTILITIES PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATING AND MARKOUT THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATING AND MARKOUT OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO COMMENCING WORK. 4. IN ACCORDANCE WITH ACT 50, THE CONTRACTOR SHALL CONTACT ALL UTILITY IN ACCORDANCE WITH ACT 50, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES INDIVIDUALLY AND SHALL NOTIFY THE PENNSYLVANIA UTILITIES "ONE-CALL" SERVICE AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF ANY EXCAVATION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE TOWNSHIP CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE TOWNSHIP ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ANY WORK BEING PERFORMED ON THIS PROJECT. 6. NO MATERIAL SHALL BE PLACED OR ANY DISTURBANCE PERMITTED BEYOND NO MATERIAL SHALL BE PLACED OR ANY DISTURBANCE PERMITTED BEYOND THE LIMIT OF DISTURBANCE WITHOUT THE WRITTEN PERMISSION OF THE PROPERTY OWNER DIRECTLY INVOLVED AND APPROVAL OF THE TOWNSHIP. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING, GRUBBING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING, GRUBBING, PAVING, TOPSOILING, FERTILIZING AND SEEDING OR OTHERWISE RESTORING ALL AREAS DISTURBED BY HIS ACTIVITIES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND MAINTENANCE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND MAINTENANCE OF TRAFFIC AT ALL TIMES IN ACCORDANCE WITH REQUIREMENTS SET FORTH BY THE APPROPRIATE GOVERNMENTAL AGENCY HAVING JURISDICTION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS AS MAY BE REQUIRED BY TOWAMENCIN TOWNSHIP, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE MONTGOMERY COUNTY CONSERVATION DISTRICT, AT NO COST TO TOWAMENCIN TOWNSHIP. 10. SILT FENCE/COMPOST FILTER SOCK SHALL BE PLACED DOWNSLOPE OF ALL SILT FENCE/COMPOST FILTER SOCK SHALL BE PLACED DOWNSLOPE OF ALL GRADING AND EXCAVATION IN UNIMPROVED AREAS. 11. ALL ITEMS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS (i.e. ALL ITEMS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS (i.e. CURBING, PAVING, FENCES, ETC.) SHALL BE REPLACED IN KIND BY THE CONTRACTOR, AT NO COST TO TOWAMENCIN TOWNSHIP. 12. CONTRACTOR SHALL CONFINE ALL CONSTRUCTION WORK TO WITHIN THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION WORK TO WITHIN THE LEGAL RIGHT-OF-WAY AND/OR ACQUIRED EASEMENTS SHOWN HEREON. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY POLES IN CLOSE PROXIMITY TO THE CONSTRUCTION AREA. THE UTILITY POLES SHALL BE SUPPORTED AND BRACED IN ACCORDANCE WITH METHODS RECOMMENDED AND APPROVED BY THE UTILITY COMPANY WHO SHALL BE NOTIFIED BY THE CONTRACTOR NO LESS THAN SEVEN DAYS PRIOR TO THE START OF ANY EXCAVATION. ALL EXISTING UTILITY POLES SHALL BE PROTECTED FROM DAMAGE. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UTILITY SERVICES CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UTILITY SERVICES (ELECTRIC, GAS, WATER AND SANITARY SEWERS, ETC.). ANY INTERRUPTION IN SERVICE, OR NECESSARY REPAIRS TO MAINTAIN SERVICE, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 15. INSPECTION OF, OR FAILURE TO INSPECT ANY MATERIAL OR WORKMANSHIP INSPECTION OF, OR FAILURE TO INSPECT ANY MATERIAL OR WORKMANSHIP BY STATE, COUNTY OR TOWNSHIP OFFICIALS SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES TO PERFORM THE WORK IN ACCORDANCE WITH THE APPLICABLE PLANS, SPECIFICATIONS AND LAWS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS, EQUIPMENT, MACHINERY, TOOLS, ETC. 17. THE CONTRACTOR SHALL PROCURE ANY REQUIRED PERMITS, LICENSES, AND THE CONTRACTOR SHALL PROCURE ANY REQUIRED PERMITS, LICENSES, AND INSPECTIONS, PAY ALL CHARGES AND FEES, AND GIVE NOTICES NECESSARY FOR AND INCIDENTAL TO THE DUE AND LAWFUL PROSECUTION OF THE PROJECT. 18. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL DISTANCES, GRADES THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL DISTANCES, GRADES QUANTITIES, LINES AND ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCIES.
AutoCAD SHX Text GRIDHAWK 721 DRESHER RD HORSHAM, PA. 19044 ATTN. STEVE SETTLE STEVE SETTLE EMAIL: steven.settle@gridhawk.com steven.settle@gridhawk.com 773-861-1159
AutoCAD SHX Text
LIST OF PUBLIC UTILITIES
AutoCAD SHX Text
%%UNOTICE
AutoCAD SHX Text DIAL 8-1-1 OR 1-800-242-1776 NOT LESS THAN 3 BUSINESS DAYS NOR MORE THAN 10 BUSINESS DAYS PRIOR TO THE START OF EXCAVATION. COORDINATE YOUR PROJECTS VIA COORDINATE PA AT WWW.PAONECALL.ORG. PENNSYLVANIA ONE CALL SYSTEM
AutoCAD SHX Text IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXACT LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND FACILITIES AND STRUCTURES BEFORE THE START OF CONSTRUCTION ON THIS PROJECT. THIS NOTICE APPLIES ON INFORMATION SHOWN ON THIS PLAN AND ANY ASSOCIATED PLANS FOR THIS PROJECT INCLUDING PLANS OF SAME PREPARED BY OTHERS, E.G. UTILITY COMPANY PLANS.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
NO
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
APP.
AutoCAD SHX Text
APP.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
SURVEY DATE
AutoCAD SHX Text
RELEASED BY
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
CLIENT & PROJECT
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
FIELD BOOK
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text Dwg. Name: 9700-71.GL3 2026-07-23 PROPOSED PARKING PLAN SET.DWG Plotted: 7/23/2026 1:39 PM9700-71.GL3 2026-07-23 PROPOSED PARKING PLAN SET.DWG Plotted: 7/23/2026 1:39 PM Plotted: 7/23/2026 1:39 PM7/23/2026 1:39 PM
AutoCAD SHX Text Doylestown, Pennsylvania 18902
AutoCAD SHX Text 4259 West Swamp Road #410
AutoCAD SHX Text Tel 215.340.0600
AutoCAD SHX Text ARRO Consulting Inc.
AutoCAD SHX Text
KF
AutoCAD SHX Text
MRS
AutoCAD SHX Text
CJ
AutoCAD SHX Text July 24, 2026
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
9700-71.GL3
AutoCAD SHX Text
TOWAMENCIN TOWNSHIP 1090 TROXEL ROAD LANSDALE, PA. 19446
AutoCAD SHX Text GREEN LANE PARK PARKING LOT EXPANSION TOWAMENCIN TOWNSHIP, MONTGOMERY COUNTY, PA.
AutoCAD SHX Text
AutoCAD SHX Text
TITLE SHEET
AutoCAD SHX Text
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS & LANDSCAPE PLANTING NOTES
AutoCAD SHX Text EROSION AND SEDIMENT CONTROL AND CONSTRUCTION IMPROVEMENTS PLAN AND PLANTING DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
PROPOSED SOCCER FIELD FENCE LOCATION PLAN
1. EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON LIMITED
FIELD SURVEYS CONDUCTED BY CKS ENGINEERS, INC. DURING THE MONTH OF
JUNE, 2022 AND JUNE, 2025. VERTICAL DATUM BASED ON NAVD 88 GEOID12B
DATUM AND HORIZONTAL DATUM BASED ON NAD83 PA SOUTH STATE PLAN
DATUM. ADDITIONAL AERIAL, LIDAR AND ELEVATION DATA WAS OBTAINED FROM
THE PENNSYLVANIA SPATIAL DATA ACCESS (PASDA) GEOSPATIAL DATA PORTAL.
2. RIGHT-OF-WAY LINE AND PROPERTY LINE INFORMATION SHOWN HEREON HAS
BEEN ESTABLISHED GRAPHICALLY USING DEEDS AND PLANS OF RECORD.
3. LOCATION OF EXISTING UTILITIES WERE OBTAINED FROM VARIOUS PLANS AND
LIMITED FIELD EXPLORATION. THEY ARE APPROXIMATE.
AutoCAD SHX Text S
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text S
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text Guy
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
MH
AutoCAD SHX Text
LP
AutoCAD SHX Text
MB
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CO
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 36"
AutoCAD SHX Text 18"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 12"
AutoCAD SHX Text Pitchers Box
AutoCAD SHX Text Bleachers
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text
MH
AutoCAD SHX Text Edge of Pavement
AutoCAD SHX Text
GREEN LANE ROAD
AutoCAD SHX Text
KRIEBEL ROAD
AutoCAD SHX Text Ex. Bituminous Driveway
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text Ex. Split-Rail Fence
AutoCAD SHX Text Score Board
AutoCAD SHX Text Ex. Sign
AutoCAD SHX Text
CS
AutoCAD SHX Text Chain-Link
AutoCAD SHX Text Fence
AutoCAD SHX Text
MH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text Existing Restroom
AutoCAD SHX Text Driveway
AutoCAD SHX Text Driveway
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Edge of Pavement
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Stone
AutoCAD SHX Text Concrete Sidewalk
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Existing Trail
AutoCAD SHX Text N/L Towamencin Municipal Authority 1984 Green Lane Road Parid 53-00-03472-00-3
AutoCAD SHX Text (Crowned Centerline)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text
REMOVE SPLIT RAIL FENCE
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text
REMOVE EXISTING BITUMINOUS PAVEMENT
AutoCAD SHX Text
REMOVE EXISTING STONE
AutoCAD SHX Text
REMOVE SPLIT RAIL FENCE
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text M
AutoCAD SHX Text
WM
AutoCAD SHX Text
CO
AutoCAD SHX Text Conc. Sidewalk
AutoCAD SHX Text Conc. Sidewalk
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text X
AutoCAD SHX Text Ex. Split-Rail Fence
AutoCAD SHX Text Ex. Split-Rail Fence
AutoCAD SHX Text
REMOVE EXISTING STONE
AutoCAD SHX Text
PROTECT EXISTING TREES TO REMAIN
AutoCAD SHX Text
REMOVE EXISTING TREES
AutoCAD SHX Text Existing Trail
AutoCAD SHX Text
APPROX. AREA OF BURIED BARN FOUNDATION AND BLACKTOP
AutoCAD SHX Text
CS
AutoCAD SHX Text Elec. Panel
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
PROTECT EXISTING TREES TO REMAIN
AutoCAD SHX Text
REMOVE EXISTING STONE
AutoCAD SHX Text
REMOVE EXISTING CONCRETE
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text N
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
NO
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
APP.
AutoCAD SHX Text
APP.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
SURVEY DATE
AutoCAD SHX Text
RELEASED BY
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
CLIENT & PROJECT
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
FIELD BOOK
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text Dwg. Name: 9700-71.GL3 2026-07-23 PROPOSED PARKING PLAN SET.DWG Plotted: 7/23/2026 5:54 PM9700-71.GL3 2026-07-23 PROPOSED PARKING PLAN SET.DWG Plotted: 7/23/2026 5:54 PM Plotted: 7/23/2026 5:54 PM7/23/2026 5:54 PM
AutoCAD SHX Text Doylestown, Pennsylvania 18902
AutoCAD SHX Text 4259 West Swamp Road #410
AutoCAD SHX Text Tel 215.340.0600
AutoCAD SHX Text ARRO Consulting Inc.
AutoCAD SHX Text
KF
AutoCAD SHX Text
MRS
AutoCAD SHX Text
CJ
AutoCAD SHX Text July 24, 2026
AutoCAD SHX Text
AutoCAD SHX Text 15'
AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
AutoCAD SHX Text 90'
AutoCAD SHX Text
SCALE: 1" = 30'
AutoCAD SHX Text
TOWAMENCIN TOWNSHIP 1090 TROXEL ROAD LANSDALE, PA. 19446
AutoCAD SHX Text GREEN LANE PARK PARKING LOT EXPANSION TOWAMENCIN TOWNSHIP, MONTGOMERY COUNTY, PA.
AutoCAD SHX Text
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
EXISTING CONDITIONS AND DEMOLITION PLAN
AutoCAD SHX Text
9700-71.GL3
AutoCAD SHX Text
FH
AutoCAD SHX Text
LEGAL RIGHT-OF-WAY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXISTING CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING CONCRETE CURB
AutoCAD SHX Text
EXISTING ELECTRICAL (BURIED)
AutoCAD SHX Text
EXISTING GAS MAIN
AutoCAD SHX Text
EXISTING SANITARY SEWER W/ MANHOLE, LATERAL AND CLEANOUT
AutoCAD SHX Text
EXISTING STORM SEWER AND INLET
AutoCAD SHX Text 332.56
AutoCAD SHX Text X
AutoCAD SHX Text
EXISTING SPOT ELEVATION
AutoCAD SHX Text
EXISTING WATER MAIN, FIRE HYDRANT(FH), VALVE(WV) AND WATER SERVICE
AutoCAD SHX Text
WV
AutoCAD SHX Text
WM
AutoCAD SHX Text
CS
AutoCAD SHX Text
EXISTING TELEPHONE/COMMUNICATIONS (BURIED)
AutoCAD SHX Text C.O.
AutoCAD SHX Text
EXISTING LIGHT POST OR BOLLARD LIGHT
AutoCAD SHX Text
LP
AutoCAD SHX Text
EXISTING TREE/SHRUB
AutoCAD SHX Text
EDGE OF EXISTING WOODED AREA, INCLUDING BRUSH, VINES, TREES, ETC.
AutoCAD SHX Text
DYL
AutoCAD SHX Text
DOUBLE YELLOW LINE
AutoCAD SHX Text
WL
AutoCAD SHX Text
SINGLE WHITE LINE
AutoCAD SHX Text
EXISTING UTILITY POLE
TREE PROTECTION FENCE
1. EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON
LIMITED FIELD SURVEYS CONDUCTED BY CKS ENGINEERS, INC. DURING THE
MONTH OF JUNE, 2022 AND JUNE, 2025. VERTICAL DATUM BASED ON NAVD
88 GEOID12B DATUM AND HORIZONTAL DATUM BASED ON NAD83 PA SOUTH
STATE PLAN DATUM. ADDITIONAL AERIAL, LIDAR AND ELEVATION DATA WAS
OBTAINED FROM THE PENNSYLVANIA SPATIAL DATA ACCESS (PASDA)
GEOSPATIAL DATA PORTAL.
2. RIGHT-OF-WAY LINE AND PROPERTY LINE INFORMATION SHOWN HEREON HAS
BEEN ESTABLISHED GRAPHICALLY USING DEEDS AND PLANS OF RECORD.
3. LOCATION OF EXISTING UTILITIES WERE OBTAINED FROM VARIOUS PLANS
AND LIMITED FIELD EXPLORATION. THEY ARE APPROXIMATE.
AutoCAD SHX Text S
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text S
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text Guy
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
MH
AutoCAD SHX Text
LP
AutoCAD SHX Text
MB
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CO
AutoCAD SHX Text
UP
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 36"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 12"
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text
MH
AutoCAD SHX Text
GREEN LANE ROAD
AutoCAD SHX Text
KRIEBEL ROAD
AutoCAD SHX Text Ex. Bituminous Driveway
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text Score Board
AutoCAD SHX Text Ex. Sign
AutoCAD SHX Text
CS
AutoCAD SHX Text Chain-Link
AutoCAD SHX Text Fence
AutoCAD SHX Text
MH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text Existing Restroom
AutoCAD SHX Text Driveway
AutoCAD SHX Text Driveway
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Edge of Pavement
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Stone
AutoCAD SHX Text Concrete Sidewalk
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROP. SPLIT RAIL FENCE (207 LF)
AutoCAD SHX Text
EXISTING EDGE OF STONE
AutoCAD SHX Text
PROP. EDGE OF CRUSHED STONE 7,415 SF
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text
PROPOSED BITUMINOUS PAVEMENT (PARKING)
AutoCAD SHX Text
PROPOSED EDGE OF STONE
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text M
AutoCAD SHX Text
WM
AutoCAD SHX Text
CO
AutoCAD SHX Text
PROPOSED PLANTED BUFFER
AutoCAD SHX Text Conc. Sidewalk
AutoCAD SHX Text Conc. Sidewalk
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Ex. Split-Rail Fence
AutoCAD SHX Text
EXISTING EDGE OF STONE
AutoCAD SHX Text
PROPOSED EDGE OF CRUSHED STONE (1,310 SF)
AutoCAD SHX Text Existing Trail
AutoCAD SHX Text
UA
AutoCAD SHX Text
PROP. SPLIT RAIL FENCE (229 LF)
AutoCAD SHX Text
PROP. SPLIT RAIL FENCE (153 LF)
AutoCAD SHX Text
CONSTRUCTION ENTRANCE
AutoCAD SHX Text
UA
AutoCAD SHX Text
(3)AC
AutoCAD SHX Text
(2)HV
AutoCAD SHX Text
(7)TP
AutoCAD SHX Text
(2)TP
AutoCAD SHX Text
(5)PP
AutoCAD SHX Text (3)ACo
AutoCAD SHX Text
(3)PP
AutoCAD SHX Text
UA
AutoCAD SHX Text
UA
AutoCAD SHX Text
CS
AutoCAD SHX Text Elec. Panel
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
COMPOST FILTER SOCK (TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROP. EDGE OF CRUSHED STONE 225 SF
AutoCAD SHX Text
APPROX. AREA OF BURIED BARN FOUNDATION AND BLACKTOP
AutoCAD SHX Text
(1)HV
AutoCAD SHX Text
CLEAN-OUT PROTECTION SLEEVE
AutoCAD SHX Text
TRAFFIC RATED ELECTRICAL BOX
AutoCAD SHX Text
PROP. SPLIT RAIL FENCE (171 LF)
AutoCAD SHX Text
AutoCAD SHX Text
PROPOSED BITUMINOUS PAVEMENT (WALK)
AutoCAD SHX Text
LIMIT OF DISTURBANCE: 0.85 ACRES
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text N
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
PLANT SCHEDULE
AutoCAD SHX Text
%%UEVERGREEN TREE PLANTING DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text DO NOT CUT CENTRAL LEADER; PRUNE AS DIRECTED TO REMOVE BROKEN, DEAD, WEAK OR DISEASED BRANCHES AND UNNECESSARY SPROUTS FROM THE ROOT SYSTEM RUBBER HOSE COVERING AT TRUNK (LOOP 2X DIAMETER OF TRUNK) WIRE GUYS - TRIPLE STRAND 14 GUAGE STEEL WIRE TURNBUCKLES (12' HT. AND OVER) TOP OF ROOT BALL SHALL BE SLIGHTLY HIGHER THAN THE SURROUNDING FINISH GRADE COMPACTED TOPSOIL 4" HIGH PLANT SAUCER BEYOND EDGE OF ROOT BALL 2" SETTLED MULCH DEPTH (NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR; ROOT FLARE TO REMAIN VISIBLE) BRIGHTLY COLORED FLAGGING TAPE (8" LONG MINIMUM) 2"X2"X3' HARDWOOD TREE STAKES (3 PER TREE, EQUALLY SPACED AROUND ROOT BALL; DRIVE STAKES INTO UNDISTURBED SOIL; STAKES TO BE REMOVED ONE YEAR AFTER INSTALLATION) REMOVE BURLAP AND/OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL (ALL NON-BIODEGRADEABLE MATERIAL SHALL BE COMPLETELY REMOVED) BACKFILL MIX 1:1 SLOPE ON SIDES OF PLANTING PIT, TOP OF PLANTING PIT TO BE TWO TIMES ROOT BALL DIAMETER TAMP SOIL AROUND ROOT BALL BASE PLACE BALL ON UNDISTURBED SOIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
%%UDECIDUOUS TREE PLANTING DETAIL
AutoCAD SHX Text
6'-6" MIN CLEARANCE
AutoCAD SHX Text DO NOT CUT CENTRAL LEADER; PRUNE AS DIRECTED TO REMOVE BROKEN, DEAD, WEAK OR DISEASED BRANCHES AND UNNECESSARY SPROUTS FROM THE ROOT SYSTEM RUBBER HOSE COVERING AT TRUNK (LOOP 2X DIAMETER OF TRUNK) WIRE GUYS - TRIPLE STRAND 14 GUAGE STEEL WIRE TURNBUCKLES (4" CAL. AND OVER) 2"X2"X8' HARDWOOD TREE STAKES (3 PER TREE, EQUALLY SPACED AROUND ROOT BALL; DRIVE STAKES INTO UNDISTURBED SOIL; STAKES TO BE REMOVED ONE YEAR AFTER INSTALLATION) BRIGHTLY COLORED FLAGGING TAPE (8" LONG MINIMUM) 48" SOLID TUBE DEER PROTECTOR TOP OF ROOT BALL SHALL BE SLIGHTLY HIGHER THAN THE SURROUNDING FINISH GRADE 2" SETTLED MULCH DEPTH (NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR; ROOT FLARE TO REMAIN VISIBLE) REMOVE BURLAP AND/OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL (ALL NON-BIODEGRADEABLE MATERIAL SHALL BE COMPLETELY REMOVED) BACKFILL MIX 1:1 SLOPE ON SIDES OF PLANTING PIT, TOP OF PLANTING PIT TO BE TWO TIMES ROOT BALL DIAMETER TAMP SOIL AROUND ROOT BALL BASE PLACE ROOT BALL ON UNDISTURBED SOIL
AutoCAD SHX Text
120° (TYP.)
AutoCAD SHX Text
WIND
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
%%UTREE STAKING DIAGRAM
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
NO
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
APP.
AutoCAD SHX Text
APP.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
SURVEY DATE
AutoCAD SHX Text
RELEASED BY
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
CLIENT & PROJECT
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
FIELD BOOK
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text Dwg. Name: 9700-71.GL3 2026-07-23 PROPOSED PARKING PLAN SET.DWG Plotted: 7/23/2026 5:55 PM9700-71.GL3 2026-07-23 PROPOSED PARKING PLAN SET.DWG Plotted: 7/23/2026 5:55 PM Plotted: 7/23/2026 5:55 PM7/23/2026 5:55 PM
AutoCAD SHX Text Doylestown, Pennsylvania 18902
AutoCAD SHX Text 4259 West Swamp Road #410
AutoCAD SHX Text Tel 215.340.0600
AutoCAD SHX Text ARRO Consulting Inc.
AutoCAD SHX Text
KF
AutoCAD SHX Text
MRS
AutoCAD SHX Text
CJ
AutoCAD SHX Text
JULY 24, 2026
AutoCAD SHX Text
AutoCAD SHX Text 15'
AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
AutoCAD SHX Text 90'
AutoCAD SHX Text
SCALE: 1" = 30'
AutoCAD SHX Text
TOWAMENCIN TOWNSHIP 1090 TROXEL ROAD LANSDALE, PA. 19446
AutoCAD SHX Text GREEN LANE PARK PARKING LOT EXPANSION TOWAMENCIN TOWNSHIP, MONTGOMERY COUNTY, PA.
AutoCAD SHX Text
AutoCAD SHX Text
EROSION & SEDIMENT CONTROL, CONSTRUCTION IMPROVEMENT PLAN AND PLANTING DETAILS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
9700-71.GL3
AutoCAD SHX Text
FH
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
LEGAL RIGHT-OF-WAY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXISTING CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING CONCRETE CURB
AutoCAD SHX Text
EXISTING ELECTRICAL (BURIED)
AutoCAD SHX Text
EXISTING GAS MAIN
AutoCAD SHX Text
EXISTING SANITARY SEWER W/ MANHOLE, LATERAL AND CLEANOUT
AutoCAD SHX Text
EXISTING STORM SEWER AND INLET
AutoCAD SHX Text 332.56
AutoCAD SHX Text X
AutoCAD SHX Text
EXISTING SPOT ELEVATION
AutoCAD SHX Text
EXISTING WATER MAIN, FIRE HYDRANT(FH), VALVE(WV) AND WATER SERVICE
AutoCAD SHX Text
WV
AutoCAD SHX Text
WM
AutoCAD SHX Text
CS
AutoCAD SHX Text
EXISTING TELEPHONE/COMMUNICATIONS (BURIED)
AutoCAD SHX Text C.O.
AutoCAD SHX Text
EXISTING LIGHT POST OR BOLLARD LIGHT
AutoCAD SHX Text
LP
AutoCAD SHX Text
EXISTING TREE/SHRUB
AutoCAD SHX Text
EDGE OF EXISTING WOODED AREA, INCLUDING BRUSH, VINES, TREES, ETC.
AutoCAD SHX Text
DYL
AutoCAD SHX Text
DOUBLE YELLOW LINE
AutoCAD SHX Text
WL
AutoCAD SHX Text
SINGLE WHITE LINE
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
PROPOSED CONTOUR
AutoCAD SHX Text
COMPOST FILTER SOCK
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
(TBR)
AutoCAD SHX Text
TO BE REMOVED
AutoCAD SHX Text
TREE PROTECTION FENCE
AutoCAD SHX Text
+ 331.34
1. EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON
LIMITED FIELD SURVEYS CONDUCTED BY CKS ENGINEERS, INC. DURING
THE MONTH OF JUNE, 2022 AND JUNE, 2025. VERTICAL DATUM BASED
ON NAVD 88 GEOID12B DATUM AND HORIZONTAL DATUM BASED ON
NAD83 PA SOUTH STATE PLAN DATUM. ADDITIONAL AERIAL, LIDAR AND
ELEVATION DATA WAS OBTAINED FROM THE PENNSYLVANIA SPATIAL
DATA ACCESS (PASDA) GEOSPATIAL DATA PORTAL.
2. RIGHT-OF-WAY LINE AND PROPERTY LINE INFORMATION SHOWN HEREON
HAS BEEN ESTABLISHED GRAPHICALLY USING DEEDS AND PLANS OF
RECORD.
3. LOCATION OF EXISTING UTILITIES WERE OBTAINED FROM VARIOUS PLANS
AND LIMITED FIELD EXPLORATION. THEY ARE APPROXIMATE.
AutoCAD SHX Text S
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text S
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text Guy
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
MH
AutoCAD SHX Text
LP
AutoCAD SHX Text
MB
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CO
AutoCAD SHX Text
UP
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 36"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 12"
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text
MH
AutoCAD SHX Text
GREEN LANE ROAD
AutoCAD SHX Text
KRIEBEL ROAD
AutoCAD SHX Text Ex. Bituminous Driveway
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text Score Board
AutoCAD SHX Text Ex. Sign
AutoCAD SHX Text
CS
AutoCAD SHX Text Chain-Link
AutoCAD SHX Text Fence
AutoCAD SHX Text
MH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text Existing Restroom
AutoCAD SHX Text Driveway
AutoCAD SHX Text Driveway
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Edge of Pavement
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Stone
AutoCAD SHX Text Concrete Sidewalk
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
17 SPACES
AutoCAD SHX Text
19 SPACES
AutoCAD SHX Text
27 SPACES
AutoCAD SHX Text 107 TOTAL PARKING SPACES SHOWN (PARKING SPACE LINES WITHIN STONE DEPICTED FOR REFERENCE ONLY)
AutoCAD SHX Text Ex. Edge of Stone
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text M
AutoCAD SHX Text
WM
AutoCAD SHX Text
CO
AutoCAD SHX Text
21 SPACES
AutoCAD SHX Text Conc. Sidewalk
AutoCAD SHX Text Conc. Sidewalk
AutoCAD SHX Text Legal Right-of-Way Line
AutoCAD SHX Text Ex. Split-Rail Fence
AutoCAD SHX Text Existing Trail
AutoCAD SHX Text 207'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
61'-0" TO EDGE OF STONE
AutoCAD SHX Text
43'-0" TO FENCE
AutoCAD SHX Text
61'-0" TO FENCE
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
CS
AutoCAD SHX Text Elec. Panel
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
23 SPACES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 23'-0"
AutoCAD SHX Text 61'-0"
AutoCAD SHX Text
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text Existing Restroom
AutoCAD SHX Text Concrete Sidewalk
AutoCAD SHX Text Elec. Panel
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text Elec. Box
AutoCAD SHX Text
212.09 X
AutoCAD SHX Text
212.09 X
AutoCAD SHX Text X 212.20
AutoCAD SHX Text
212.37 X
AutoCAD SHX Text
212.36 X
AutoCAD SHX Text
210.53 X
AutoCAD SHX Text
211.65 X
AutoCAD SHX Text
212.49 X
AutoCAD SHX Text
212.62 X
AutoCAD SHX Text
212.50 X
AutoCAD SHX Text X 212.83
AutoCAD SHX Text Edge of Stone
AutoCAD SHX Text Post and Rail Fence
AutoCAD SHX Text Concrete Sidewalk
AutoCAD SHX Text X 212.65
AutoCAD SHX Text X 212.79
AutoCAD SHX Text 213.40
AutoCAD SHX Text 213.07
AutoCAD SHX Text 213.52
AutoCAD SHX Text 213.84
AutoCAD SHX Text 1.9%
AutoCAD SHX Text 0.5%
AutoCAD SHX Text 0.5%
AutoCAD SHX Text 7.0%
AutoCAD SHX Text N
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
FROST LINE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
FROST LINE
AutoCAD SHX Text 1 ft. (TYP.)
AutoCAD SHX Text 3 ft. (TYP.)
AutoCAD SHX Text
FENCE POST (10' O.C.)
AutoCAD SHX Text
SLOPE TOP SURFACE
AutoCAD SHX Text
FOR DRAINAGE
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 10' O.C.
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
POST AND RAIL FENCE DETAIL
AutoCAD SHX Text
POST AND RAIL FENCE FOOTING DETAIL
AutoCAD SHX Text
NOTE: ALL WOOD TO BE PRESSURE TREATED LUMBER
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
NO
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
APP.
AutoCAD SHX Text
APP.
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
SURVEY DATE
AutoCAD SHX Text
RELEASED BY
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
CLIENT & PROJECT
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
FIELD BOOK
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text Dwg. Name: 9700-71.GL3 2026-07-23 PROPOSED PARKING PLAN SET.DWG Plotted: 7/23/2026 5:55 PM9700-71.GL3 2026-07-23 PROPOSED PARKING PLAN SET.DWG Plotted: 7/23/2026 5:55 PM Plotted: 7/23/2026 5:55 PM7/23/2026 5:55 PM
AutoCAD SHX Text Doylestown, Pennsylvania 18902
AutoCAD SHX Text 4259 West Swamp Road #410
AutoCAD SHX Text Tel 215.340.0600
AutoCAD SHX Text ARRO Consulting Inc.
AutoCAD SHX Text
KF
AutoCAD SHX Text
MRS
AutoCAD SHX Text
CJ
AutoCAD SHX Text
JULY 24, 2026
AutoCAD SHX Text
AutoCAD SHX Text 15'
AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
AutoCAD SHX Text 90'
AutoCAD SHX Text
SCALE: 1" = 30'
AutoCAD SHX Text
TOWAMENCIN TOWNSHIP 1090 TROXEL ROAD LANSDALE, PA. 19446
AutoCAD SHX Text GREEN LANE PARK PARKING LOT EXPANSION TOWAMENCIN TOWNSHIP, MONTGOMERY COUNTY, PA.
AutoCAD SHX Text
AutoCAD SHX Text
LAYOUT AND GRADING PLAN & CONSTRUCTION DETAILS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
(95% MODIFIED PROCTOR DENSITY)
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
CROSS-SLOPE VARIES
AutoCAD SHX Text
(SEE GRADING PLAN)
AutoCAD SHX Text
6" CRUSHED AGGREGATE BASE COURSE
AutoCAD SHX Text
ALL DISTURBED AREAS SHALL BE SEEDED (SEE SPECIFICATIONS)
AutoCAD SHX Text SUPERPAVE ASPHALTIC MIXTURE DESIGN, HMA WEARING COURSE, PG 64-22, 0.3 TO 3.0 MILL. ESALS, 9.5MM MIX, 1 1/2" DEPTH, SRL-H
AutoCAD SHX Text
AutoCAD SHX Text
1 1/2" WEARING COURSE
AutoCAD SHX Text
AutoCAD SHX Text
4 1/2" BASE COURSE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 64-22, 0.3 TO 3.0 MILLION ESALS, 25.0 MM MIX, 4 1/2" DEPTH
AutoCAD SHX Text
SIDE SLOPE
AutoCAD SHX Text
PARKING AREA SECTION
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
TRAFFIC RATED ELECTRICAL BOX (TIER 15)
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
8" CRUSHED AGGR. BASE COURSE 2A MODIFIED
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
CRUSHED STONE PAVING DETAIL
AutoCAD SHX Text 8'
AutoCAD SHX Text
REFER TO SITE PLAN
AutoCAD SHX Text
24" MIN.
AutoCAD SHX Text 2'
AutoCAD SHX Text 4"
AutoCAD SHX Text
28" MIN.
AutoCAD SHX Text 45°
AutoCAD SHX Text
4" WHITE LINE (WL)
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
4" WL
AutoCAD SHX Text
4" WL
AutoCAD SHX Text
RESERVED
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
ACCESSIBLE
AutoCAD SHX Text (12" X 6")
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text (12" X 18")
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
VAN
AutoCAD SHX Text R7-8A
AutoCAD SHX Text R7-8
AutoCAD SHX Text
ACCESSIBLE PARKING STRIPING DETAIL
AutoCAD SHX Text 8'
AutoCAD SHX Text 8'
AutoCAD SHX Text 5'
AutoCAD SHX Text
4" BLUE PAINTED SYMBOL IN ACCORDANCE WITH ADA REQUIREMENTS (TYP.)
AutoCAD SHX Text
CAR SPACE
AutoCAD SHX Text
VAN SPACE
AutoCAD SHX Text R7-8
AutoCAD SHX Text
RESERVED PARKING SIGN (R7-8)
AutoCAD SHX Text
VAN ACCESSIBLE (R7-8A)
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text 8'
AutoCAD SHX Text R7-8A
AutoCAD SHX Text R7-8
AutoCAD SHX Text
CONC. RING SUPPORT
AutoCAD SHX Text
(CONC. SHALL NOT
AutoCAD SHX Text
CONTACT PIPE)
AutoCAD SHX Text %%uNOTES:
AutoCAD SHX Text
R-1976 OR APPROVED EQUAL
AutoCAD SHX Text
FRAME AND COVER SHALL BE NEENAH FOUNDRY COMPANY MODEL
AutoCAD SHX Text 1.
AutoCAD SHX Text
PROTECTION SLEEVE
AutoCAD SHX Text
PADOT 2A COARSE
AutoCAD SHX Text
AROUND AND BELOW
AutoCAD SHX Text
AGGREGATE COMPACTED
AutoCAD SHX Text
PVC DIA. + 4"
AutoCAD SHX Text
WATERTIGHT
AutoCAD SHX Text
SCREW PLUG
AutoCAD SHX Text
HEAVY DUTY FRAME &
AutoCAD SHX Text
COVER (H20 RATING)
AutoCAD SHX Text
STONE
AutoCAD SHX Text %%uCLEAN-OUT PROTECTION SLEEVE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text %%uNOTES:
AutoCAD SHX Text OPEN BOTTOM VAULT PRECAST POLYMER CONCRETE VAULT ANSI TIER 15 TRAFFIC RATED FOR DRIVEWAY, PARKING LOT, AND OFF-ROADWAY APPLICATIONS SUBJECT TO OCCASIONAL NON-DELIBERATE HEAVY VEHICULAR TRAFFIC LOADINGS COMPLY WITH ANSI/SCTE 77
AutoCAD SHX Text Scale: 1" = 10'
AutoCAD SHX Text
ADA GRADING DETAIL
AutoCAD SHX Text
9700-71.GL3
AutoCAD SHX Text 6'
AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64S-22, 0.3 TO 3.0 ESALs, 9.5MM MIX 2.5" DEPTH. SRL-L, AutoCAD SHX Text L
AutoCAD SHX Text
WIDTH VARIES
AutoCAD SHX Text SUBBASE 6" DEPTH (No. 2A)
AutoCAD SHX Text
MATCH EXIST. GRADE
AutoCAD SHX Text
GEOTEXTILE, NON-WOVEN, CLASS 4, TYPE A
AutoCAD SHX Text
2% MAX.
AutoCAD SHX Text
PROVIDE SEEDING AND SOIL SUPPLEMENTS TO ALL DISTURBED AREAS
AutoCAD SHX Text
PROVIDE SEEDING AND SOIL SUPPLEMENTS TO ALL DISTURBED AREAS
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text C
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
MATCH EXIST. GRADE
AutoCAD SHX Text
1. FINAL TRAIL GRADES SHALL MATCH FINAL TRAIL GRADES SHALL MATCH EXISTING GRADE OR AS SHOWN ON PLANS. CONTRACTOR TO ENSURE THAT POSITIVE DRAINAGE FLOW IS MAINTAINED AND THAT NO PONDING OCCURS ON TRAIL OR ADJOINING AREAS.
AutoCAD SHX Text %%uNOTES:
AutoCAD SHX Text
6" TOPSOIL
AutoCAD SHX Text
6" TOPSOIL
AutoCAD SHX Text
WIDTH VARIES
AutoCAD SHX Text
BITUMINOUS WALK SECTION
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text 213.52
AutoCAD SHX Text
PROPOSED SPOT ELEVATION
AutoCAD SHX Text
FH
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
LEGAL RIGHT-OF-WAY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXISTING CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING CONCRETE CURB
AutoCAD SHX Text
EXISTING ELECTRICAL (BURIED)
AutoCAD SHX Text
EXISTING GAS MAIN
AutoCAD SHX Text
EXISTING SANITARY SEWER W/ MANHOLE, LATERAL AND CLEANOUT
AutoCAD SHX Text
EXISTING STORM SEWER AND INLET
AutoCAD SHX Text 332.56
AutoCAD SHX Text X
AutoCAD SHX Text
EXISTING SPOT ELEVATION
AutoCAD SHX Text
EXISTING WATER MAIN, FIRE HYDRANT(FH), VALVE(WV) AND WATER SERVICE
AutoCAD SHX Text
WV
AutoCAD SHX Text
WM
AutoCAD SHX Text
CS
AutoCAD SHX Text
EXISTING TELEPHONE/COMMUNICATIONS (BURIED)
AutoCAD SHX Text C.O.
AutoCAD SHX Text
EXISTING LIGHT POST OR BOLLARD LIGHT
AutoCAD SHX Text
LP
AutoCAD SHX Text
EXISTING TREE/SHRUB
AutoCAD SHX Text
EDGE OF EXISTING WOODED AREA, INCLUDING BRUSH, VINES, TREES, ETC.
AutoCAD SHX Text
DYL
AutoCAD SHX Text
DOUBLE YELLOW LINE
AutoCAD SHX Text
WL
AutoCAD SHX Text
SINGLE WHITE LINE
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
PROPOSED CONTOUR
AutoCAD SHX Text
COMPOST FILTER SOCK
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
TREE PROTECTION FENCE
AutoCAD SHX Text
SITE CONTRACTOR IS RESPONSIBLE FOR PREPARING A PPC PLAN (PREPAREDNESS, PREVENTION AND CONTINGENCY PLAN) IN COMPLIANCE WITH PADEP REGULATIONS, AND HAVING THE APPROPRIATE PROVISIONS AVAILABLE ON SITE AT ALL TIMES.
AutoCAD SHX Text %%uSEEDING SPECIFICATIONS:
AutoCAD SHX Text APPROPRIATE MEASURES SHALL BE TAKEN TO ENSURE THAT THE RECYCLING OR DISPOSAL OF CONSTRUCTION WASTES ASSOCIATED WITH OR FROM THE PROJECT SITE WILL BE UNDERTAKEN IN ACCORDANCE WITH D.E.P. REGULATIONS. AS WELL AS ANY APPLICABLE FEDERAL, STATE AND LOCAL LAWS. CONSTRUCTION WASTES INCLUDE, BUT ARE NOT LIMITED TO EXCESS EXCAVATED MATERIALS, CONCRETE WASH WATER, ETC. THAT COULD ADVERSELY IMPACT WATER QUALITY. EXCAVATED MATERIAL FROM UNIMPROVED AREAS, SHALL, IF SUITABLE, BE USED FOR BACKFILL. WHEREVER POSSIBLE, RECYCLING OF EXCESS MATERIALS IS PREFERRED RATHER THAN DISPOSAL.
AutoCAD SHX Text
RECYCLING NOTE:
AutoCAD SHX Text ENVIRONMENTAL DUE DILIGENCE IS INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS
AutoCAD SHX Text CLEAN FILL IS DEFINED AS UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL.
AutoCAD SHX Text SITE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ENVIRONMENTAL DUE DILIGENCE AND DETERMINATION OF CLEAN FILL ON ANY FILL IMPORTED FROM AN OFF-SITE LOCATION OR ANY EXCESS FILL THAT WILL BE EXPORTED TO AN OFF-SITE LOCATION.
AutoCAD SHX Text
FILL MATERIALS :
AutoCAD SHX Text
PREPAREDNESS, PREVENTION AND CONTINGENCY PLAN:
AutoCAD SHX Text THE OPERATOR SHALL REMOVE FROM THIS SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THIS SITE.
AutoCAD SHX Text SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN LANDSCAPE AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED, OR PLACED IN TOPSOIL STOCKPILES.
AutoCAD SHX Text UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL BMP'S AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGARDING, RESEEDING, REMULCHING, AND RENETTING, MUST BE DONE IMMEDIATELY. IF EROSION AND SEDIMENT CONTROL BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S, OR MODIFICATIONS TO THOSE INSTALLED WILL BE REQUIRED.
AutoCAD SHX Text
STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN.
AutoCAD SHX Text MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS MUST BE INSTALLED ON ALL SLOPES 3:1 OR STEEPER.
AutoCAD SHX Text
HAY OR STRAW MULCH MUST BE APPLIED AT 3.0 TONS PER ACRE.
AutoCAD SHX Text
TEMPORARY STABILIZATION AND PERMANENT STABILIZATION
AutoCAD SHX Text UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP's SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMP's AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E & S BMP"s FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP's, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.
AutoCAD SHX Text 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 et. seq. AND 287.1 et. seq. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED OR DISCHARGED AT THE SITE.
AutoCAD SHX Text ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E & S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.
AutoCAD SHX Text IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT.
AutoCAD SHX Text ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E & S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.
AutoCAD SHX Text THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING.
AutoCAD SHX Text ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.
AutoCAD SHX Text 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.
AutoCAD SHX Text IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE WHICH WILL BE REACTIVATED WITHIN ONE YEAR MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN ONE YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.
AutoCAD SHX Text AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E & S PLAN PREPARER, THE PCSM PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN AND A REPRESENTATIVE FROM THE TOWNSHIP TO AN ON-SITE PRE-CONSTRUCTION MEETING.
AutoCAD SHX Text
GENERAL EROSION AND SEDIMENTATION NOTES:
AutoCAD SHX Text 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.
AutoCAD SHX Text 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 TOWNSHIP ENGINEER, LOCAL CONSERVATION DISTRICT, OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION.
AutoCAD SHX Text AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
AutoCAD SHX Text 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 BMP's SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E & S PLAN.
AutoCAD SHX Text 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.
AutoCAD SHX Text TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAP(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER. TOPSOIL STOCKPILE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
AutoCAD SHX Text A LOG SHOWING DATES THAT E & S BMP's WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.
AutoCAD SHX Text SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED OF IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.
AutoCAD…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .