2-5200 0004 PLAN 2026 02-27 - NCPBBT PLANS.pdf

PDF 32 MB Posted Mar 2, 2026

Attached to: Newtown Creek Pedestrian/Bicycle Bridge and Trail Project
Solicitation number: Not on record
Issued by: Bucks County, Pennsylvania

About this file

Written by GovTribe AI · Mar 3, 2026

This is a comprehensive design and construction plan document prepared by D.L. Howell & Associates, Inc. for Newtown Township and Newtown Borough in Bucks County, Pennsylvania, detailing the Newtown Creek Pedestrian/Bicycle Bridge and Trail Project. The project encompasses approximately 692 linear feet of multi-use trail development, consisting of a 170-foot timber bridge structure crossing Newtown Creek and a 495-foot asphalt walking path connecting North Sycamore Street to Edgeboro Drive at Frost Lane. The design includes reinforced concrete bridge piers, pressure-treated timber bents and stringers, composite decking with aluminum railing systems featuring steel mesh infill panels, and ancillary site improvements including fencing, landscaping, and hardscape elements. A mandatory pre-bid meeting is scheduled for March 12, 2026, at 11:00 AM at 295 North Sycamore Street (Rear), Newtown, PA 18940, with sealed electronic bids due via PennBid by 11:00 AM on March 30, 2026. The project must comply with multiple regulatory frameworks including PennDOT Publication 408 specifications, Pennsylvania Department of Environmental Protection regulations (Chapters 102, 105, and 106), International Building Code standards, ASCE 7 loading criteria, ADA accessibility guidelines, and local municipal ordinances for both jurisdictions.

The design incorporates comprehensive erosion and sediment control measures conforming to PA DEP Chapter 102 requirements, floodplain management protocols, and waterway protection specifications for Newtown Creek, designated as a warm water fisheries (WWF) and migratory fishes (MF) stream. The structural design accounts for a 100-year flood elevation at 164.4 feet and includes provisions for pedestrian live loads (100 PSF), snow loads (35 PSF ground load), wind and seismic forces per ASCE 7, and hydrodynamic forces from flowing water. Bid security of 10 percent is required, with performance and payment bonds of 100 percent each mandated upon award. Prevailing wage rates apply to all construction activities. The project plans include 23 sheets of detailed drawings covering site layout, grading, bridge and profile plans, construction details, erosion control measures, and landscape specifications. As-built plans must be submitted within six months following completion, and a Notice of Termination will be required following final inspection and approval by the Bucks County Conservation District and design engineer verification of site stabilization and stormwater BMP installation.

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PLANS & DETAILS

FOR

NEWTOWN CREEK PEDESTRIAN / BICYCLE

BRIDGE & TRAIL

SITUATE IN

NEWTOWN TOWNSHIP &

NEWTOWN BOROUGH

BUCKS COUNTY

PENNSYLVANIA

GENERAL NOTES

1. PROJECT LOCATION

THIS PROJECT IS LOCATED WITHIN NEWTOWN TOWNSHIP AND NEWTOWN BOROUGH,

BUCKS COUNTY, PENNSYLVANIA. ALL WORK SHALL BE PERFORMED IN ACCORDANCE

WITH THE JURISDICTIONAL REQUIREMENTS OF BOTH MUNICIPALITIES.

2. MUNICIPAL CODE COMPLIANCE

ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE APPLICABLE ORDINANCES,

CODES, AND REGULATIONS OF NEWTOWN TOWNSHIP AND NEWTOWN BOROUGH,

INCLUDING BUT NOT LIMITED TO ZONING, GRADING, STORMWATER MANAGEMENT,

FLOODPLAIN MANAGEMENT, AND CONSTRUCTION PERMITTING REQUIREMENTS.

3. PENNDOT STANDARDS & GUIDELINES

ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE STANDARDS, SPECIFICATIONS,

AND PUBLICATIONS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

(PENNDOT), INCLUDING BUT NOT LIMITED TO:

- PENNDOT PUBLICATION 408 – SPECIFICATIONS

- PENNDOT DESIGN MANUALS

- PENNDOT STANDARD DRAWINGS AND DETAILS

WHERE CONFLICTS OCCUR BETWEEN MUNICIPAL REQUIREMENTS AND PENNDOT

STANDARDS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN UNLESS DIRECTED

OTHERWISE BY THE ENGINEER.

4. STATE ENVIRONMENTAL REGULATIONS

ALL WORK SHALL COMPLY WITH PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL

PROTECTION (PA DEP) REGULATIONS, INCLUDING BUT NOT LIMITED TO:

- PA DEP CHAPTER 102 – EROSION & SEDIMENT CONTROL

- PA DEP CHAPTER 105 – WATER OBSTRUCTION & ENCROACHMENT

- PA DEP CHAPTER 106 – FLOODPLAIN MANAGEMENT

CONTRACTOR SHALL ADHERE TO ALL CONDITIONS OF APPROVED ENVIRONMENTAL

PERMITS, INCLUDING EROSION AND SEDIMENT CONTROL MEASURES, WATERWAY

PROTECTION REQUIREMENTS, AND FLOODPLAIN CONSTRUCTION RESTRICTIONS.

5. PERMITS & APPROVALS

THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL MUNICIPAL, PENNDOT, AND PA DEP

PERMITS ON‑SITE AT ALL TIMES. ALL PERMIT CONDITIONS, RESTRICTIONS, AND

INSPECTION REQUIREMENTS SHALL BE STRICTLY FOLLOWED. ANY DEVIATION FROM

APPROVED PLANS REQUIRES WRITTEN AUTHORIZATION FROM THE ENGINEER AND

PERMITTING AGENCIES.

6. COORDINATION & RESPONSIBILITY

THE CONTRACTOR SHALL COORDINATE WITH NEWTOWN TOWNSHIP, NEWTOWN

BOROUGH, PENNDOT, AND PA DEP AS REQUIRED THROUGHOUT CONSTRUCTION. THE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS, PROTECTING

EXISTING UTILITIES AND INFRASTRUCTURE, AND ENSURING FULL COMPLIANCE WITH

ALL GOVERNING CODES AND STANDARDS.

STRUCTURAL NOTES

1. GOVERNING CODES & STANDARDS

STRUCTURAL DESIGN FOR THIS PROJECT IS BASED ON THE FOLLOWING CODES,

STANDARDS, AND GUIDELINES:

- INTERNATIONAL BUILDING CODE (IBC) – LATEST ADOPTED EDITION

- ASCE 7 – MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND

OTHER STRUCTURES

- AASHTO / NDS / ACI / ADM STANDARDS AS APPLICABLE TO MATERIAL TYPES

- FEMA / NFIP FLOODPLAIN MANAGEMENT AND HYDRAULIC PERFORMANCE

REQUIREMENTS

- PENNDOT DESIGN MANUALS, STANDARDS, AND PUBLICATION 408 FOR MATERIALS,

CONSTRUCTION, AND DETAILING

WHERE CONFLICTS OCCUR, THE MOST STRINGENT REQUIREMENT GOVERNS UNLESS

DIRECTED OTHERWISE BY THE ENGINEER.

2. PEDESTRIAN LIVE LOAD

BRIDGE SUPERSTRUCTURE, DECK, AND SUPPORTING ELEMENTS ARE DESIGNED FOR A

UNIFORM PEDESTRIAN LIVE LOAD OF 100 PSF, APPLIED TO THE FULL DECK AREA

UNLESS OTHERWISE NOTED.

3. SNOW LOAD

THE STRUCTURE IS DESIGNED FOR A GROUND SNOW LOAD OF 35 PSF, CONVERTED TO

ROOF/BRIDGE SNOW LOAD PER ASCE 7 PROCEDURES, INCLUDING DRIFT AND

UNBALANCED LOADING WHERE APPLICABLE.

4. RAILING & BARRIER LOADS

RAILING SYSTEMS, POSTS, AND CONNECTIONS ARE DESIGNED FOR THE FOLLOWING

MINIMUM LOADS:

- 50 PLF APPLIED HORIZONTALLY AT THE TOP RAIL, OR

- 200 LB CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ON THE

RAILING

THE MORE CRITICAL LOAD GOVERNS. DEFLECTION LIMITS FOLLOW APPLICABLE CODE

REQUIREMENTS.

5. WIND & SEISMIC LOADS

WIND AND SEISMIC LOADS ARE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE

IBC, USING SITE-SPECIFIC PARAMETERS FOR BUCKS COUNTY, PENNSYLVANIA.

- WIND LOADS INCLUDE PRESSURE ON THE DECK, RAILING, AND EXPOSED

STRUCTURAL COMPONENTS.

- SEISMIC LOADS INCLUDE SITE CLASS, SPECTRAL ACCELERATIONS, AND

IMPORTANCE FACTORS PER CODE.

6. FLOODFLOW & HYDRAULIC RESISTANCE

STRUCTURAL COMPONENTS LOCATED WITHIN THE FLOODPLAIN OR WATERWAY ARE

DESIGNED TO RESIST:

- HYDRODYNAMIC FORCES FROM FLOWING WATER

- DEBRIS IMPACT LOADS WHERE APPLICABLE

- BUOYANCY FORCES DURING FLOOD EVENTS

- SCOUR EFFECTS BASED ON HYDRAULIC MODELING AND FEMA/NFIP REQUIREMENTS

THE HYDRAULIC OPENING, FREEBOARD, AND FLOW CHARACTERISTICS SHOWN ON THE

PLANS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND IN FINAL CONDITION.

7. LOAD COMBINATIONS

ALL LOAD COMBINATIONS FOLLOW ASCE 7 AND IBC REQUIREMENTS, INCLUDING DEAD

LOAD, LIVE LOAD, SNOW, WIND, SEISMIC, HYDRAULIC, AND IMPACT LOADS.

8. MATERIAL DESIGN STANDARDS

- CONCRETE DESIGN FOLLOWS ACI 318

- TIMBER DESIGN FOLLOWS NDS

- ALUMINUM RAILING DESIGN FOLLOWS THE ALUMINUM DESIGN MANUAL (ADM)

- STEEL COMPONENTS FOLLOW AISC AND ASTM MATERIAL STANDARDS

ALL MATERIALS SHALL MEET OR EXCEED PENNDOT SPECIFICATIONS.

FEMA LOCATION MAP

LOCATION MAP

C iv il En gi ne er in g

L an d Pl an ni ng

E nv iro nm en ta l

W rig ht s La ne , W es t C he st er , P

Ph on e:

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-9

F ax

-9

OWNER/OPERATOR RESPONSIBILITY STATEMENT

I (WE) ACKNOWLEDGE THAT I (WE) AM (ARE) RESPONSIBLE FOR THE

IMPLEMENTATION AND MAINTENANCE OF THE EROSION AND SEDIMENT

CONTROL MEASURES SHOWN ON THESE PLANS AND FOR COMPLIANCE WITH

ALL APPLICABLE REQUIREMENTS OF 25 PA. CODE CHAPTER 102.

NAME: _______________________________________________________________

TITLE: _______________________________________________________________

COMPANY: ___________________________________________________________

SIGNATURE: _________________________________________________________

DATE: _______________________________________________________________

PLAN PREPARER’S CERTIFICATION

I HEREBY CERTIFY THAT THIS EROSION AND SEDIMENT CONTROL PLAN HAS

BEEN PREPARED IN ACCORDANCE WITH 25 PA. CODE CHAPTER 102 AND IS

TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.

NAME: _______________________________________________________________

PA LICENSE NO.: ______________________________________________________

SIGNATURE: _________________________________________________________

DATE: _______________________________________________________________

CONTRACTOR ACKNOWLEDGMENT

I ACKNOWLEDGE THAT I HAVE REVIEWED THIS EROSION AND SEDIMENT

CONTROL PLAN AND AGREE TO IMPLEMENT AND MAINTAIN ALL CONTROLS

AS SHOWN AND AS REQUIRED BY 25 PA. CODE CHAPTER 102.

CONTRACTOR: _______________________________________________________

ADDRESS: ___________________________________________________________

PHONE: _____________________________________________________________

SIGNATURE: _________________________________________________________

DATE: _______________________________________________________________

PROFESSIONAL ENGINEER’S CERTIFICATION (PA DEP – CHAPTER 105)

I HEREBY CERTIFY THAT THE PROPOSED PROJECT HAS BEEN DESIGNED IN

ACCORDANCE WITH 25 PA. CODE CHAPTER 105 AND THAT THE PROPOSED

CONSTRUCTION WILL PRESERVE THE HYDRAULIC CAPACITY OF THE

FLOODWAY AND WILL NOT ADVERSELY AFFECT PUBLIC HEALTH, SAFETY,

PROPERTY, OR THE ENVIRONMENT.

NAME: _______________________________________________________________

PA P.E. LICENSE NO.: __________________________________________________

SIGNATURE: _________________________________________________________

DATE: ______________________________________________________________

PA DEP GENERAL PERMIT INFORMATION

GP-7 - MINOR ROAD CROSSING

PERMIT NO.: _________________________________________________________

DATE ISSUED: _______________________________________________________

EXPIRATION DATE: ___________________________________________________

NPDES PERMIT INFORMATION

PERMIT NO.: _________________________________________________________

DATE ISSUED: _______________________________________________________

EXPIRATION DATE: ___________________________________________________

SHEET LIST

SHEET # DRAWING # TITLE

01 C01.1 COVER SHEET

02 C01.2 NOTES

03 C02.1 PARCEL PLAN

04 C02.2 EXISTING FEATURES

05 C02.3 FLOODPLAIN

06 C03.1 PROPOSED LAYOUT GENERAL

07 C03.2 PROPOSED LAYOUT GEOMETRY

08 C04.1 PROPOSED GRADING

09 C04.2 PLAN & PROFILE

10 C04.3 BRIDGE PLAN & PROFILE

11 C05.1 EROSION & SEDIMENT CONTROL

12 C05.2 EROSION & SEDIMENT CONTROL NOTES

13 C05.3 EROSION & SEDIMENT CONTROL NOTES & DETAILS

14 C06.1 CONSTRUCTION DETAILS 'A'

15 C06.2 CONSTRUCTION DETAILS 'B'

16 C06.3 CONSTRUCTION DETAILS 'C'

17 C06.4 CONSTRUCTION DETAILS 'D'

18 C06.5 CONSTRUCTION DETAILS 'E'

19 S01.1 TOPOGRAPHIC SURVEY

20 L01.1 LANDSCAPE SHEET 1

21 L01.2 LANDSCAPE SHEET 2

22 L01.3 LANDSCAPE SHEET 3

23 L01.4 LANDSCAPE SHEET 4

JEREMY S. MADARAS, PE

PE070530

02 / 02 / 2026

JEREMY S. MADARAS, PE

PE070530

02 / 02 / 2026

STREAM DESIGNATION

25 PA CODE CHAPTER 93 & SECTION 93.4 INDICATE THAT NEWTOWN CREEK AT FROST LANE IS AN UNLISTED TRIBUTARY WITHIN THE NESHAMINY CREEK WATERSHED. THE DESIGNATED USE OF THE RECEIVING WATERS ARE WARM WATER FISHERIES (WWF) AND MIGRATORY FISHES (MF). EXISTING USE INFORMATION INDICATES SUPPORT FOR AQUATIC LIFE CONSISTENT WITH THE WWF CLASSIFICATION.

ALL PROPOSED ACTIVITIES MUST BE CONDUCTED IN A MANNER THAT MAINTAINS THE EXISTING AND

DESIGNATED USES IN ACCORDANCE WITH PA DEP WATER QUALITY STANDARDS.

AutoCAD SHX Text COPYRIGHT 2026 D.L. HOWELL & ASSOCIATES, INC. - ALL RIGHTS RESERVED. THESE PLANS ARE THE PROPERTY OF D.L. HOWELL & ASSOCIATES, INC. ANY USE OR REPRODUCTION OF THESE PLANS IN WHOLE OR PART, WITHOUT THE WRITTEN PERMISSION OF D.L. HOWELL & ASSOCIATES, INC. IS FORBIDDEN.

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NEWTOWN TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA

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NEWTOWN CREEK PEDESTRIAN / BICYCLE BRIDGE & TRAIL

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FROST LANE R.O.W. BETWEEN N SYCAMORE STREET & EDGEBORO DRIVE

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NEWTOWN BOROUGH & NEWTOWN TOWNSHIP, BUCKS COUNTY, PA

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ADVERTISEMENT & BID

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COVER SHEET

AutoCAD SHX Text 09/01/2025

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JSM

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ISSUED FOR ADVERTISEMENT & BID 02/27/2026

MULTI-USE BRIDGE CONSTRUCTION

GENERAL

- ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, APPROVED SHOP DRAWINGS,

AND APPLICABLE CODES AND STANDARDS.

- CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND EXISTING CONDITIONS PRIOR TO

FABRICATION OR CONSTRUCTION.

- CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, VEGETATION, AND

SITE FEATURES UNLESS NOTED OTHERWISE.

- NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO MAJOR CONSTRUCTION

OPERATIONS INCLUDING PIER FORMING, TIMBER ERECTION, AND RAILING INSTALLATION.

- ANY DISCREPANCIES BETWEEN PLANS, SPECIFICATIONS, AND FIELD CONDITIONS SHALL BE

REPORTED TO THE ENGINEER BEFORE PROCEEDING.

FOUNDATIONS & CONCRETE PIERS

- CONSTRUCT REINFORCED CONCRETE PIERS AT LOCATIONS AND ELEVATIONS SHOWN ON

THE PLANS.

- CONCRETE SHALL MEET SPECIFIED COMPRESSIVE STRENGTH AND AIR-ENTRAINMENT

REQUIREMENTS.

- PROVIDE FORMLINER FINISH AND STAIN TREATMENT AS INDICATED, ENSURING UNIFORM

TEXTURE AND COLOR ACROSS ALL EXPOSED SURFACES.

- ANCHOR BOLTS, EMBEDDED PLATES, AND DOWELS SHALL BE SET ACCURATELY USING

APPROVED TEMPLATES.

- PROTECT FRESH CONCRETE FROM VIBRATION, IMPACT, AND PREMATURE LOADING UNTIL

DESIGN STRENGTH IS ACHIEVED.

TIMBER BENTS

- TIMBER BENTS SHALL BE FABRICATED FROM PRESSURE-TREATED STRUCTURAL TIMBER

MEETING THE SPECIFIED GRADE AND TREATMENT RETENTION.

- ALL CUTS, HOLES, AND FIELD MODIFICATIONS SHALL BE TREATED WITH APPROVED

PRESERVATIVE.

- BENT CAPS AND POSTS SHALL BE INSTALLED PLUMB AND ALIGNED TO RECEIVE STRINGERS

WITHOUT SHIMMING UNLESS APPROVED.

- HARDWARE, CONNECTORS, AND FASTENERS SHALL BE HOT-DIP GALVANIZED OR STAINLESS

STEEL AS SPECIFIED.

- CONTRACTOR SHALL ENSURE FULL BEARING BETWEEN BENT COMPONENTS AND BETWEEN

BENTS AND CONCRETE PIER SURFACES.

TIMBER STRINGERS

- INSTALL 8" × 16" TIMBER STRINGERS (OR AS SPECIFIED) CONTINUOUS BETWEEN BENTS,

BEARING FULLY ON BENT CAPS.

- STRINGERS SHALL BE PLACED TO MAINTAIN REQUIRED SPACING, CAMBER ORIENTATION,

AND ALIGNMENT.

- PROVIDE BEARING PADS OR SHIMS ONLY WHERE INDICATED OR APPROVED BY THE

ENGINEER.

- ALL STRINGER CONNECTIONS, BOLTS, AND HARDWARE SHALL BE INSTALLED PER

MANUFACTURER AND PLAN REQUIREMENTS.

COMMODITY LUMBER JOISTS & SLEEPERS

- INSTALL JOISTS AND SLEEPERS USING SPECIFIED DIMENSIONAL LUMBER,

PRESSURE-TREATED FOR EXTERIOR EXPOSURE.

- MAINTAIN UNIFORM SPACING AND ALIGNMENT TO SUPPORT COMPOSITE DECKING PER

MANUFACTURER REQUIREMENTS.

- FASTEN JOISTS AND SLEEPERS USING CORROSION-RESISTANT HARDWARE.

- ENSURE POSITIVE DRAINAGE BETWEEN SLEEPERS AND DECKING; DO NOT TRAP WATER

AGAINST TIMBER SURFACES.

COMPOSITE DECKING

- COMPOSITE DECKING SHALL BE INSTALLED PER MANUFACTURER’S INSTRUCTIONS AND

PLAN DETAILS.

- PROVIDE REQUIRED EXPANSION GAPS, FASTENING PATTERNS, AND EDGE TREATMENTS.

- DECK BOARDS SHALL RUN PERPENDICULAR TO JOISTS UNLESS NOTED OTHERWISE.

- ALL CUT ENDS SHALL BE FINISHED PER MANUFACTURER RECOMMENDATIONS.

- CONTRACTOR SHALL PREVENT STAINING OR DAMAGE TO DECKING DURING CONSTRUCTION.

ALUMINUM RAILING WITH STEEL MESH PANELS

- RAILING SYSTEM SHALL BE POWDER-COATED ALUMINUM WITH STEEL MESH INFILL PANELS

AS SPECIFIED.

- ALL RAILING COMPONENTS SHALL BE SHOP-FABRICATED TO THE MAXIMUM EXTENT

POSSIBLE.

- FIELD DRILLING OR CUTTING OF ALUMINUM COMPONENTS IS NOT PERMITTED UNLESS

APPROVED.

- INSTALL RAILING POSTS AT PLAN LOCATIONS USING SPECIFIED ANCHOR HARDWARE AND

TORQUE REQUIREMENTS.

- MESH PANELS SHALL BE INSTALLED SQUARE, TENSIONED (IF APPLICABLE), AND FREE OF

DEFORMATION.

- TOUCH-UP OF POWDER COATING SHALL FOLLOW MANUFACTURER PROCEDURES AND BE

LIMITED TO MINOR ABRASIONS ONLY.

FASTENERS & HARDWARE

- ALL FASTENERS SHALL BE STAINLESS STEEL OR HOT-DIP GALVANIZED UNLESS OTHERWISE

NOTED.

- MIXING DISSIMILAR METALS SHALL BE AVOIDED; WHERE UNAVOIDABLE, PROVIDE ISOLATION

MATERIALS.

- CONTRACTOR SHALL TORQUE ALL BOLTS TO MANUFACTURER OR PLAN REQUIREMENTS

AND PROVIDE VERIFICATION UPON REQUEST.

TOLERANCES & ALIGNMENT

- BRIDGE ALIGNMENT, GRADE, AND CROSS-SLOPE SHALL MATCH PLAN GEOMETRY.

- DECK SURFACE SHALL BE UNIFORM, FREE OF TRIP HAZARDS, AND WITHIN ALLOWABLE

TOLERANCES.

- RAILING HEIGHT AND ALIGNMENT SHALL MEET CODE REQUIREMENTS AND PLAN

DIMENSIONS.

PROTECTION & CLEANUP

- PROTECT ALL TIMBER COMPONENTS FROM MOISTURE AND STAINING DURING

CONSTRUCTION.

- REMOVE DEBRIS, SAWDUST, AND CONSTRUCTION MATERIALS FROM DECK SURFACE DAILY.

- RESTORE DISTURBED AREAS TO ORIGINAL CONDITION OR AS SHOWN ON THE PLANS.

- FINAL ACCEPTANCE REQUIRES A WALKTHROUGH WITH THE ENGINEER AND CORRECTION OF

ANY DEFICIENCIES.

STRUCTURAL NOTES

1. GENERAL

- ALL STRUCTURAL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, PENNDOT

PUBLICATION 408, THE INTERNATIONAL BUILDING CODE (IBC), AND APPLICABLE ADA

ACCESSIBILITY GUIDELINES.

- DIMENSIONS SHOWN ARE TO FACE OF STRUCTURAL COMPONENTS UNLESS NOTED

OTHERWISE.

- CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND EXISTING CONDITIONS PRIOR TO

FABRICATION.

- NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS, SPECIFICATIONS, AND

FIELD CONDITIONS BEFORE PROCEEDING WITH WORK.

- SHOP DRAWINGS ARE REQUIRED FOR ALL STRUCTURAL COMPONENTS INCLUDING

CONCRETE PIERS, TIMBER BENTS, TIMBER STRINGERS, COMPOSITE DECKING SYSTEMS,

AND ALUMINUM RAILING ASSEMBLIES.

2. DESIGN CRITERIA

- STRUCTURAL DESIGN IS BASED ON APPLICABLE LOAD COMBINATIONS FROM IBC AND ASCE

7, INCLUDING PEDESTRIAN LIVE LOAD, BICYCLE LOAD, WIND LOAD, SNOW LOAD, AND

SEISMIC LOAD AS APPLICABLE.

- TIMBER DESIGN FOLLOWS THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD

CONSTRUCTION.

- ALUMINUM RAILING DESIGN FOLLOWS THE ALUMINUM DESIGN MANUAL (ADM).

- CONCRETE DESIGN FOLLOWS ACI 318 REQUIREMENTS.

- ALL MATERIALS AND CONSTRUCTION TOLERANCES SHALL MEET OR EXCEED PENNDOT 408

STANDARDS UNLESS NOTED OTHERWISE.

3. CONCRETE PIERS

- CONCRETE SHALL MEET THE SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS AND INCLUDE

REQUIRED AIR‑ENTRAINMENT.

- REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR A706 AS SPECIFIED.

- CONTRACTOR SHALL ENSURE ACCURATE PLACEMENT OF ANCHOR BOLTS, EMBEDDED

PLATES, AND DOWELS USING APPROVED TEMPLATES.

- EXPOSED CONCRETE SURFACES SHALL RECEIVE THE FINISH TREATMENT INDICATED ON

THE PLANS.

- NO LOADING OF PIERS IS PERMITTED UNTIL CONCRETE HAS REACHED DESIGN STRENGTH.

4. TIMBER BENTS

- TIMBER POSTS, CAPS, AND BRACING SHALL BE PRESSURE-TREATED STRUCTURAL LUMBER

MEETING THE SPECIFIED GRADE AND RETENTION.

- ALL FIELD CUTS, HOLES, AND NOTCHES SHALL BE TREATED WITH APPROVED

PRESERVATIVE.

- INSTALL BENT COMPONENTS PLUMB, ALIGNED, AND FULLY BEARING ON CONCRETE PIER

SURFACES.

- HARDWARE AND CONNECTORS SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL AS

SPECIFIED.

- CONTRACTOR SHALL ENSURE PROPER FIT BETWEEN BENT CAPS AND STRINGERS WITHOUT

UNAUTHORIZED SHIMMING.

5. TIMBER STRINGERS

- STRINGERS SHALL BE INSTALLED WITH CAMBER ORIENTED UPWARD AND PLACED AT THE

SPACING SHOWN ON THE PLANS.

- PROVIDE FULL BEARING AT SUPPORTS; BEARING PADS SHALL BE USED ONLY WHERE

INDICATED.

- BOLTED CONNECTIONS SHALL BE TIGHTENED TO SPECIFIED TORQUE VALUES.

- ANY DAMAGED OR SPLIT TIMBER MEMBERS SHALL BE REJECTED AND REPLACED AT NO

COST TO THE OWNER.

6. JOISTS, SLEEPERS & DECK FRAMING

- COMMODITY LUMBER JOISTS AND SLEEPERS SHALL BE PRESSURE‑TREATED AND

INSTALLED PER PLAN SPACING AND ALIGNMENT.

- MAINTAIN UNIFORM BEARING AND POSITIVE DRAINAGE BETWEEN FRAMING AND DECKING.

- FASTENERS SHALL BE CORROSION‑RESISTANT AND COMPATIBLE WITH TREATED LUMBER.

7. COMPOSITE DECKING

- INSTALL COMPOSITE DECKING PER MANUFACTURER’S INSTRUCTIONS AND PLAN DETAILS.

- PROVIDE REQUIRED EXPANSION GAPS, FASTENING PATTERNS, AND EDGE TREATMENTS.

- DECK SURFACE SHALL BE UNIFORM, FREE OF TRIP HAZARDS, AND WITHIN ALLOWABLE

TOLERANCES.

8. ALUMINUM RAILING WITH STEEL MESH PANELS

- RAILING COMPONENTS SHALL BE POWDER‑COATED ALUMINUM WITH STEEL MESH INFILL

PANELS AS SPECIFIED.

- FIELD CUTTING OR DRILLING OF ALUMINUM COMPONENTS IS NOT PERMITTED UNLESS

APPROVED BY THE ENGINEER.

- RAILING POSTS SHALL BE INSTALLED AT PLAN LOCATIONS USING SPECIFIED ANCHORS AND

TORQUE REQUIREMENTS.

- MESH PANELS SHALL BE INSTALLED SQUARE, TENSIONED (IF APPLICABLE), AND FREE OF

DEFORMATION.

- TOUCH‑UP OF POWDER COATING SHALL FOLLOW MANUFACTURER PROCEDURES.

9. FASTENERS & CORROSION PROTECTION

- ALL FASTENERS SHALL BE STAINLESS STEEL OR HOT‑DIP GALVANIZED UNLESS OTHERWISE

NOTED.

- AVOID DIRECT CONTACT BETWEEN DISSIMILAR METALS; PROVIDE ISOLATION MATERIALS

WHERE REQUIRED.

- CONTRACTOR SHALL TORQUE ALL BOLTS TO MANUFACTURER OR PLAN REQUIREMENTS

AND PROVIDE VERIFICATION UPON REQUEST.

10.INSPECTION & ACCEPTANCE

- ALL STRUCTURAL COMPONENTS ARE SUBJECT TO INSPECTION BY THE ENGINEER.

- ANY WORK NOT MEETING THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL BE

CORRECTED AT THE CONTRACTOR’S EXPENSE.

- FINAL ACCEPTANCE REQUIRES A WALKTHROUGH AND RESOLUTION OF ALL DEFICIENCIES.

ASPHALT WALKING TRAIL CONSTRUCTION

1. GENERAL

- ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, PENNDOT PUBLICATION 408,

AND APPLICABLE LOCAL CODES AND STANDARDS.

- CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS, GRADES, AND EXISTING CONDITIONS

PRIOR TO CONSTRUCTION.

- NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS, SPECIFICATIONS, AND

FIELD CONDITIONS BEFORE PROCEEDING.

- PROTECT EXISTING VEGETATION, UTILITIES, AND SITE FEATURES DURING CONSTRUCTION.

2. SUBGRADE PREPARATION

- STRIP TOPSOIL, VEGETATION, AND UNSUITABLE MATERIAL TO THE DEPTH REQUIRED TO

ACHIEVE DESIGN SUBGRADE.

- SUBGRADE SHALL BE PROOF‑ROLLED; SOFT OR YIELDING AREAS SHALL BE UNDERCUT AND

REPLACED WITH APPROVED MATERIAL.

- FINAL SUBGRADE SHALL BE GRADED TO THE REQUIRED CROSS‑SLOPE AND COMPACTED

TO THE SPECIFIED DENSITY.

3. AGGREGATE BASE (6")

- PROVIDE 6 INCHES OF COMPACTED AGGREGATE BASE MEETING THE GRADATION AND

QUALITY REQUIREMENTS SPECIFIED IN THE CONTRACT DOCUMENTS.

- PLACE AGGREGATE IN LIFTS NOT EXCEEDING 4 INCHES LOOSE THICKNESS.

- COMPACT EACH LIFT TO THE REQUIRED DENSITY USING APPROPRIATE COMPACTION

EQUIPMENT.

- FINISHED AGGREGATE SURFACE SHALL BE SMOOTH, UNIFORM, AND WITHIN TOLERANCE TO

RECEIVE ASPHALT PAVEMENT.

4. ASPHALT PAVEMENT (6")

- PROVIDE 6 INCHES TOTAL ASPHALT PAVEMENT, PLACED IN MULTIPLE LIFTS AS SPECIFIED

(E.G., BINDER AND WEARING COURSE).

- ASPHALT MATERIALS, PLACEMENT, AND COMPACTION SHALL COMPLY WITH PENNDOT

PUBLICATION 408 REQUIREMENTS FOR TEMPERATURE, LIFT THICKNESS, AND DENSITY.

- TRAIL SURFACE SHALL BE CONSTRUCTED TO THE REQUIRED GRADE, ALIGNMENT, AND

CROSS‑SLOPE FOR DRAINAGE.

- FINISHED PAVEMENT SHALL BE SMOOTH, FREE OF SEGREGATION, AND FREE OF SURFACE

DEFECTS.

5. EDGES & TRANSITIONS

- TRAIL EDGES SHALL BE NEATLY TRIMMED AND COMPACTED.

- WHERE THE TRAIL MEETS EXISTING PAVEMENT, PROVIDE SMOOTH TRANSITIONS AND

SAW‑CUT JOINTS AS REQUIRED.

- PROVIDE SHOULDER STABILIZATION OR TOPSOIL/SEED RESTORATION ALONG TRAIL EDGES

AS SHOWN ON THE PLANS.

6. DRAINAGE & GRADING

- MAINTAIN POSITIVE DRAINAGE AWAY FROM THE TRAIL AT ALL TIMES.

- CONTRACTOR SHALL ENSURE NO PONDING OCCURS ON THE FINISHED TRAIL SURFACE.

- SWALES, DITCHES, AND DRAINAGE FEATURES DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO ORIGINAL OR IMPROVED CONDITION.

7. RESTORATION

- RESTORE ALL DISTURBED AREAS WITH TOPSOIL, SEED, AND MULCH PER THE PLANS AND

SPECIFICATIONS.

- REMOVE ALL CONSTRUCTION DEBRIS, EXCESS MATERIAL, AND TEMPORARY CONTROLS

UPON COMPLETION.

- FINAL ACCEPTANCE REQUIRES A WALKTHROUGH WITH THE ENGINEER AND CORRECTION OF

ANY DEFICIENCIES.

FLOODPLAIN & REGULATED WATERWAY NOTES

1. GENERAL REQUIREMENTS

- ALL WORK WITHIN THE FLOODPLAIN AND REGULATED WATERWAY SHALL COMPLY WITH

PENNDOT PUBLICATION 408, PA DEP CHAPTER 105 AND CHAPTER 106 REGULATIONS, FEMA

NFIP REQUIREMENTS, THE INTERNATIONAL BUILDING CODE (IBC), AND ALL APPLICABLE

MUNICIPAL ORDINANCES.

- CONTRACTOR SHALL MAINTAIN EXISTING FLOOD CONVEYANCE AND WATERWAY FLOW

CONDITIONS AT ALL TIMES. NO TEMPORARY OR PERMANENT WORK MAY OBSTRUCT, DIVERT,

OR IMPEDE FLOWS UNLESS SPECIFICALLY PERMITTED.

- COPIES OF ALL ENVIRONMENTAL PERMITS AND APPROVALS SHALL BE KEPT ON‑SITE AT ALL

TIMES.

2. PERMITS & REGULATORY COMPLIANCE

- CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE APPROVED PA DEP WATER

OBSTRUCTION & ENCROACHMENT PERMIT (CHAPTER 105), FLOODPLAIN MANAGEMENT

APPROVAL (CHAPTER 106), AND ANY ASSOCIATED GENERAL PERMITS.

- ALL PERMIT CONDITIONS, RESTRICTIONS, SEASONAL LIMITATIONS, AND SPECIAL

PROTECTION REQUIREMENTS SHALL BE STRICTLY FOLLOWED.

- ANY DEVIATION FROM PERMITTED PLANS REQUIRES WRITTEN APPROVAL FROM THE

ENGINEER AND PERMITTING AGENCIES PRIOR TO IMPLEMENTATION.

3. WATERWAY PROTECTION & WORK RESTRICTIONS

- NO EQUIPMENT, MATERIALS, OR STOCKPILES SHALL BE PLACED WITHIN THE WATERWAY OR

FLOODWAY UNLESS SHOWN ON THE PLANS OR APPROVED BY THE ENGINEER.

- TEMPORARY STREAM CROSSINGS, CAUSEWAYS, OR WORK PADS SHALL BE CONSTRUCTED

OF CLEAN, NON‑ERODIBLE MATERIAL AND REMOVED UPON COMPLETION.

- CONTRACTOR SHALL MONITOR WEATHER FORECASTS DAILY AND REMOVE EQUIPMENT

FROM THE FLOODPLAIN WHEN FLOOD CONDITIONS ARE PREDICTED.

- IN‑STREAM WORK SHALL BE LIMITED TO PERMITTED TIME WINDOWS TO PROTECT AQUATIC

RESOURCES.

4. EROSION, SEDIMENT, & TURBIDITY CONTROL

- INSTALL AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PER THE

APPROVED E&S PLAN AND PA DEP CHAPTER 102 REQUIREMENTS.

- DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF WORK OR

WHEN WORK IS SUSPENDED.

- TURBIDITY AND SEDIMENT SHALL NOT BE ALLOWED TO ENTER THE WATERWAY BEYOND

APPROVED LIMITS.

- DEWATERING DISCHARGES SHALL BE DIRECTED TO APPROVED FILTRATION OR SEDIMENT

CONTROL DEVICES.

5. BRIDGE FOUNDATIONS & STRUCTURAL WORK

- EXCAVATION FOR PIERS, ABUTMENTS, OR BENTS WITHIN THE FLOODPLAIN OR WATERWAY

SHALL BE PROTECTED FROM SCOUR, EROSION, AND INUNDATION DURING CONSTRUCTION.

- CONCRETE PLACEMENT ADJACENT TO OR WITHIN THE WATERWAY SHALL FOLLOW ALL

REQUIREMENTS FOR TEMPERATURE, CURING, AND PROTECTION FROM FLOWING WATER.

- ALL STRUCTURAL ELEMENTS SHALL BE CONSTRUCTED TO MAINTAIN THE HYDRAULIC

OPENING, FREEBOARD, AND FLOW CHARACTERISTICS SHOWN ON THE PLANS.

- CONTRACTOR SHALL PREVENT DEBRIS, FORMWORK, OR CONSTRUCTION MATERIALS FROM

ENTERING THE WATERWAY.

6. MATERIAL HANDLING & STORAGE

- FUEL, LUBRICANTS, AND HAZARDOUS MATERIALS SHALL BE STORED OUTSIDE THE

FLOODPLAIN UNLESS SECONDARY CONTAINMENT IS PROVIDED.

- CONTRACTOR SHALL IMPLEMENT SPILL PREVENTION MEASURES AND IMMEDIATELY REPORT

AND REMEDIATE ANY ACCIDENTAL RELEASES.

7. SITE RESTORATION

- UPON COMPLETION, ALL TEMPORARY FILLS, ACCESS PATHS, AND WORK PADS WITHIN THE

FLOODPLAIN OR WATERWAY SHALL BE REMOVED UNLESS OTHERWISE SHOWN.

- DISTURBED AREAS SHALL BE RESTORED TO PRE‑CONSTRUCTION CONTOURS AND

STABILIZED WITH TOPSOIL, SEED, AND EROSION CONTROL MATTING.

- FINAL GRADING SHALL ENSURE NO REDUCTION IN FLOODPLAIN STORAGE OR CONVEYANCE.

8. INSPECTION & COORDINATION

- CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR REQUIRED INSPECTIONS OF

FLOODPLAIN AND WATERWAY WORK, INCLUDING EXCAVATION, FOUNDATION INSTALLATION,

AND REMOVAL OF TEMPORARY STRUCTURES.

- ANY OBSERVED IMPACTS TO FLOOD FLOWS, EROSION, OR SEDIMENTATION SHALL BE

CORRECTED IMMEDIATELY AT THE CONTRACTOR’S EXPENSE.

ADA NOTES

1. GENERAL ACCESSIBILITY REQUIREMENTS

ALL PEDESTRIAN AND BICYCLE FACILITIES SHALL COMPLY WITH THE AMERICANS WITH

DISABILITIES ACT (ADA), THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND THE

PROWAG (PUBLIC RIGHTS‑OF‑WAY ACCESSIBILITY GUIDELINES) WHERE APPLICABLE. THE MOST

STRINGENT REQUIREMENT SHALL GOVERN.

2. ACCESSIBLE ROUTE COMPLIANCE

ALL WALKING SURFACES, RAMPS, BRIDGE DECKS, APPROACHES, AND TRAIL CONNECTIONS

SHALL MEET ADA REQUIREMENTS FOR:

- RUNNING SLOPE

- CROSS‑SLOPE

- SURFACE STABILITY, FIRMNESS, AND SLIP RESISTANCE

- CLEAR WIDTH

- VERTICAL CLEARANCE

- PASSING SPACES WHERE REQUIRED

3. SURFACE REQUIREMENTS

WALKING SURFACES SHALL BE SMOOTH, CONTINUOUS, AND FREE OF VERTICAL

DISCONTINUITIES GREATER THAN ALLOWED BY ADA STANDARDS. SURFACE TRANSITIONS

SHALL BE FLUSH AND FREE OF TRIP HAZARDS.

4. CROSS‑SLOPE & GRADES

CROSS‑SLOPES ON ACCESSIBLE ROUTES SHALL NOT EXCEED ADA‑PERMITTED LIMITS.

RUNNING SLOPES SHALL COMPLY WITH ADA AND PROWAG REQUIREMENTS FOR PEDESTRIAN

FACILITIES AND SHARED‑USE PATHS.

5. CURB RAMPS & TRANSITIONS

WHERE APPLICABLE, CURB RAMPS, LANDINGS, AND TRANSITIONS TO EXISTING SIDEWALKS OR

TRAILS SHALL MEET ADA DIMENSIONAL, SLOPE, AND DETECTABLE WARNING REQUIREMENTS.

6. RAILINGS & EDGE PROTECTION

BRIDGE RAILINGS, EDGE PROTECTION, AND BARRIERS SHALL COMPLY WITH ADA

REQUIREMENTS FOR HEIGHT, CONTINUITY, AND SAFETY. OPENINGS IN RAILING SYSTEMS

SHALL PREVENT PASSAGE OF A 4‑INCH SPHERE UNLESS OTHERWISE PERMITTED.

7. INSPECTION & VERIFICATION

ALL ADA‑RELATED FEATURES SHALL BE INSPECTED AND VERIFIED BY THE ENGINEER PRIOR TO

FINAL ACCEPTANCE. ANY NON‑COMPLIANT WORK SHALL BE CORRECTED AT THE

CONTRACTOR'S EXPENSE.

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NEWTOWN BOROUGH & NEWTOWN TOWNSHIP, BUCKS COUNTY, PA

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ADVERTISEMENT & BID

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NOTES

AutoCAD SHX Text 09/01/2025

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JSM

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SANITARY SEWER EASEMENT OVER CLIVEDEN HOA

ACCESS EASEMENT OVER CLIVEDEN HOA

TRAIL EASEMENT OVER DLCP LLC

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LANDS N/L OF SUSAN M. LONG PARCEL ID #: 28-002-098 RECORD BOOK #6839, PG. 1283

AutoCAD SHX Text LANDS N/L OF ISAAC M. NEUHAUS & KAREN G. BEFELER-NEHAUS PARCEL ID #: 28-002-099 RECORD BOOK #4362, PG. 1165

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LANDS N/L OF DAVID SCOTT MILLER PARCEL ID #: 28-002-096

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LANDS N/L OF DLCP LLC PARCEL ID #: 29-012-027

AutoCAD SHX Text LANDS N/L OF SYCAMORE ST ASSOC. & SMITH H. ALAN ETAL PARCEL ID #: 29-012-026 RECORD BOOK #2664, PG. 557

AutoCAD SHX Text LANDS N/L OF BRIAN E. McCOY & DOREEN M. McCOY PARCEL ID #: 28-002-185 RECORD BOOK #1690, PG. 893

AutoCAD SHX Text LANDS N/L OF GERARD F. McDADE PARCEL ID #: 28-002-199 RECORD BOOK #197, PG. 1374

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ADVERTISEMENT & BID

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PARCEL PLAN

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USB URBAN LAND-LAWRENCEVILLE COMPLEX, 0 TO 8 PERCENT SLOPES

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LANDS N/L OF ANNE L. BYE PARCEL ID #: 28-002-097 RECORD BOOK #1057, PG. 1619

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LANDS N/L OF SUSAN M. LONG PARCEL ID #: 28-002-098 RECORD BOOK #6839, PG. 1283

AutoCAD SHX Text LANDS N/L OF ISAAC M. NEUHAUS & KAREN G. BEFELER-NEHAUS PARCEL ID #: 28-002-099 RECORD BOOK #4362, PG. 1165

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LANDS N/L OF DAVID SCOTT MILLER PARCEL ID #: 28-002-096

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LANDS N/L OF DLCP LLC PARCEL ID #: 29-012-027

AutoCAD SHX Text LANDS N/L OF SYCAMORE ST ASSOC. & SMITH H. ALAN ETAL PARCEL ID #: 29-012-026 RECORD BOOK #2664, PG. 557

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LOCATION:

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REV.

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DATE

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DESCRIPTION

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DATE:

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SCALE:

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DRAWN BY:

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CHECKED BY:

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PROJECT NO.:

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CAD FILE:

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PLOTTED:

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DRAWING NO.:

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SHEET

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NEWTOWN TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA

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NEWTOWN CREEK PEDESTRIAN / BICYCLE BRIDGE & TRAIL

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FROST LANE R.O.W. BETWEEN N SYCAMORE STREET & EDGEBORO DRIVE

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NEWTOWN BOROUGH & NEWTOWN TOWNSHIP, BUCKS COUNTY, PA

AutoCAD SHX Text

ADVERTISEMENT & BID

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EXISTING FEATURES

AutoCAD SHX Text 09/01/2025

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JSM

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JSM

AutoCAD SHX Text 5200 - 0004

AutoCAD SHX Text 02/02/2026

AutoCAD SHX Text

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 5200 0004 PR.dwg

AutoCAD SHX Text C02.2

AutoCAD SHX Text jmadaras

G R

(S .R

. 0

2, ' W

0' W

E S

T (6

6' W

E, U

FROST LANE

(60' WIDE)

FROST LANE

(66' WIDE, UNOPENED)

H S

(T -5

NLOCATION MAP

SCALE: 1" = 250'

TEMPORARY IMPACT

169 SF

TEMPORARY IMPACT

102 SF

PERMANENT IMPACT

317 SF

C iv il En gi ne er in g

L an d Pl an ni ng

E nv iro nm en ta l

W rig ht s La ne , W es t C he st er , P

Ph on e:

) 9

-9

PROFESSIONAL ENGINEER’S CERTIFICATION (PA DEP – CHAPTER 105)

I HEREBY CERTIFY THAT THE PROPOSED PROJECT HAS BEEN DESIGNED IN

ACCORDANCE WITH 25 PA. CODE CHAPTER 105 AND THAT THE PROPOSED

CONSTRUCTION WILL PRESERVE THE HYDRAULIC CAPACITY OF THE

FLOODWAY AND WILL NOT ADVERSELY AFFECT PUBLIC HEALTH, SAFETY,

PROPERTY, OR THE ENVIRONMENT.

NAME: _______________________________________________________________

PA P.E. LICENSE NO.: __________________________________________________

SIGNATURE: _________________________________________________________

DATE: ______________________________________________________________

JEREMY S. MADARAS, PE

PE070530

02 / 02 / 2026

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LANDS N/L OF ANNE L. BYE PARCEL ID #: 28-002-097 RECORD BOOK #1057, PG. 1619

AutoCAD SHX Text

LANDS N/L OF SUSAN M. LONG PARCEL ID #: 28-002-098 RECORD BOOK #6839, PG. 1283

AutoCAD SHX Text LANDS N/L OF ISAAC M. NEUHAUS & KAREN G. BEFELER-NEHAUS PARCEL ID #: 28-002-099 RECORD BOOK #4362, PG. 1165

AutoCAD SHX Text

LANDS N/L OF DAVID SCOTT MILLER PARCEL ID #: 28-002-096

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LANDS N/L OF DLCP LLC PARCEL ID #: 29-012-027

AutoCAD SHX Text LANDS N/L OF SYCAMORE ST ASSOC. & SMITH H. ALAN ETAL PARCEL ID #: 29-012-026 RECORD BOOK #2664, PG. 557

AutoCAD SHX Text LANDS N/L OF BRIAN E. McCOY & DOREEN M. McCOY PARCEL ID #: 28-002-185 RECORD BOOK #1690, PG. 893

AutoCAD SHX Text LANDS N/L OF GERARD F. McDADE PARCEL ID #: 28-002-199 RECORD BOOK #197, PG. 1374

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REGULATED WATERWAY BOUNDARY

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FLOODWAY

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FLOODWAY

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NEWTOWN CREEK (WWF / MF)

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NEWTOWN CREEK (WWF / MF)

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TREE TO BE REMOVED (TYP)

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EX. STONE PIER TO REMAIN (TYP)

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EX. SIGN

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REGULATED WATERWAY BOUNDARY

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WLA-4

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WLA-3

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WLA-2

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WLA-1

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RW1-2

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RW1-3

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RW1-1

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RW2-2

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RW2-1

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RW2-2/RW1-10

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RW1-9

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RW1-1

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RW1-2

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RW2-1

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RW1-9

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RW1-10

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WLA1-4

AutoCAD SHX Text LANDS N/L OF CLIVEDEN HOMEOWNERS ASSOCIATION PARCEL ID #: 29-010-012 RECORD BOOK #1473, PG. 164

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FLOODWAY

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FLOODWAY

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WETLANDS

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DRAINAGE DITCH

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DRAINAGE DITCH

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DRAINAGE DITCH

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DRAINAGE DITCH

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REGULATED WATERWAY BOUNDARY

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PR. PIER (TYP)

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REGULATED WATERWAY BOUNDARY

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RW1-2

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RW1-3

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RW1-1

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RW2-2

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RW2-1

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RW2-2/RW1-10

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RW1-9

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RW1-1

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RW1-2

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RW2-1

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RW1-9

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RW1-10

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PROP. SEEPAGE BED

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EX. WETLANDS

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EXISTING SPOT ELEV.

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NEW SPOT ELEV.

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SOILS TYPE

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SOILS LINE

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EX. STORM INLET

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PROP. STORM INLET

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EX. LIGHT POLE

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PROP. LIGHT POLE

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EX. FENCE

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AutoCAD SHX Text G

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PROP. WATER LATERAL

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PROP. SAN. SEWER LATERAL

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PROP. WATER LINE

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EX. WATER LINE

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PROP. SAN. SEWER LINE

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EX. SANITARY SEWER LINE

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EX. ELEC. LINE

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EX. GAS LINE

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PROP. ELEC. LINE

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PROP. GAS LINE

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PROP. TELE. LINE

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EX. TELE. LINE

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%%ULEGEND

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PROP. SANITARY MH. ID

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PROP. STORM INLET ID

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EX. CONC. CURB

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PROP. STORM SEWER LINE

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EX. STORM SEWER LINE

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PROP. EDGE OF PAVING

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EX. EDGE OF PAVING

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PROPOSED CONTOUR

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EXISTING CONTOUR

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PROP. CONC. CURB

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GEB2

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TO BE REMOVED

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PROP. MONUMENT

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EX. MONUMENT

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EX. MAIL BOX

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EX. GUY ANCHOR

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EX. HYDRANT

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EX. GAS VALVE

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PROP. GAS VALVE

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EX. WATER VALVE

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PROP. HYDRANT

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PROP. WATER VALVE

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EX. REBAR

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PROP. REBAR

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PROP. PARKING SPACES

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PROP. SIGN

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PROP. MANHOLE

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EXIST. PARKING SPACES

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EX. MANHOLE

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EX. UTILITY POLE

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PROP. UTILITY POLE

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EX. SIGN

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AutoCAD SHX Text W.V.

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(TBR)

AutoCAD SHX Text F.H.

AutoCAD SHX Text G.V.

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PROP. FIRE WATER LINE

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PROP. RIGHT-OF-WAY

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EX. RIGHT-OF-WAY

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PROP. EASEMENT

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EX. EASEMENT

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PROP. PROPERTY LINE

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EX. PROPERTY LINE

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EX. PERC TEST

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EX. TEST PIT

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%%UGRAPHIC SCALE

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AutoCAD SHX Text 1 inch = 20 feet

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SCALE:

AutoCAD SHX Text %%uFLOODPLAIN

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text Q:\CIVIL 3D JOBS\5200 - STRUCTURAL\5200 0004 - NEWTOWN - BRIDGE\DESIGN\DWG\5200 0004 PR.DWG

AutoCAD SHX Text

%%UGRAPHIC SCALE

AutoCAD SHX Text 1 inch = 10 feet

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SCALE:

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REGULATED WATERS

AutoCAD SHX Text 1" = 10'

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CLIENT:

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PROJECT:

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LOCATION:

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REV.

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DATE

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DESCRIPTION

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DATE:

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SCALE:

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DRAWN BY:

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CHECKED BY:

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PROJECT NO.:

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CAD FILE:

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PLOTTED:

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DRAWING NO.:

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SHEET

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NEWTOWN TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA

AutoCAD SHX Text

NEWTOWN CREEK PEDESTRIAN / BICYCLE BRIDGE & TRAIL

AutoCAD SHX Text

FROST LANE R.O.W. BETWEEN N SYCAMORE STREET & EDGEBORO DRIVE

AutoCAD SHX Text

NEWTOWN BOROUGH & NEWTOWN TOWNSHIP, BUCKS COUNTY, PA

AutoCAD SHX Text

ADVERTISEMENT & BID

AutoCAD SHX Text

FLOODPLAIN

AutoCAD SHX Text 09/01/2025

AutoCAD SHX Text

JSM

AutoCAD SHX Text

JSM

AutoCAD SHX Text 5200 - 0004

AutoCAD SHX Text 02/02/2026

AutoCAD SHX Text

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 5200 0004 PR.dwg

AutoCAD SHX Text C02.3

AutoCAD SHX Text jmadaras

G R

(S .R

. 0

2, ' W

0' W

E S

T (6

6' W

E, U

FROST LANE

(60' WIDE)

FROST LANE

(66' WIDE, UNOPENED)

H S

(T -5

R5.0'

.5 ' R

: 0

+0 0.

: 0

+0 8.

Mid: 0+11.90

PT: 0+15.66

PI: 0+36.63

PI: 0+62.85

PC: 0+72.00

Mid: 0+72.75 PT : 0

+7 3.

: 1

+7 3.

M id

: 1 +8

: 2

+0 3.

: 2

+3 7.

M id

: 2 +5

: 2

+6 7.

: 2

+8 4.

: 2

+9 8.

: 3

+2 7.

: 3

+4 3.

: 3

+5 9.

: 3

+7 5.

: 3

+9 1.

: 4

+0 7.

M id

: 4 +3

PT: 4+55.33

PI: 4

+56.33

PC: 4

+65.19

M id:

: 4

+9 1.

: 5

+6 9.

M id : 5

+7 4.

: 5 +7

: 6

+4 1.

M id

: 6 +4

: 6

+5 8.

: 6

+7 1.

M id : 6

+7 9.

: 6

+8 8.

: 6 +9

: 4

+2 3.

: 4

+3 9.

R1.0'

R3 7.

NLOCATION MAP

SCALE: 1" = 250'

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 Mar 3, 2026.