6-02 2026 Road Program Striping Details.pdf

PDF 2 MB Posted

Attached to
Bristol Township 2026 Road Paving, Inlet Replacement, and Curb Ramp Program
Solicitation number
Not on record
Issued by
Bucks County, Pennsylvania

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Summary of Bristol Township 2026 Road Program Striping Details

This file consists of construction detail drawings prepared by Gilmore & Associates, Inc. for Bristol Township, Bucks County, Pennsylvania's 2026 Road Program. The document, dated April 22, 2026 (Job No. 2025-01237), provides technical specifications and visual guidance for road striping and pavement marking installation as part of a broader road paving, inlet replacement, and curb ramp program within the township. The drawings illustrate standard details for line striping, including 4-inch white thermoplastic solid lane markings, double yellow thermoplastic two-way barrier lines, 24-inch white thermoplastic crosswalks extending the full width of streets, and 24-inch stop bars. Additional details cover pavement tie-in treatments with PG 64-22 joint sealant, driveway joint seals, curb joint seals with overlay installation, parking lot stall markings at 9-foot centers, and turn lane pavement marking configurations. All specifications reference compliance with PennDOT Publication 408 and Township Standards, with dimensions noted as subject to field condition modifications.

The construction details serve as technical reference material supporting the base bid and alternate bid scope that includes milling, base repair, leveling course, manhole rim adjustments, inlet design and replacements, wearing course installation, and ADA/PennDOT compliant curb ramp construction along various roads within Bristol Township. The details are not to scale and are marked as typical applications, allowing contractors flexibility to adapt dimensions to specific field conditions while maintaining standard specifications for thermoplastic materials, sealants, and marking configurations.

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File Type Posted
24-Doc 00 52 00 - AGREEMENT.pdf PDF
56-Sec 01 42 13 - ORGANIZATION AND REFERENCE ACRONYMS.pdf PDF
72-Sec 33 41 00 - STORM DRAIN PIPE.pdf PDF
17-Doc 00 21 13.1 - ELECTRONIC BIDDING INSTRUCTIONS.pdf PDF
70-Sec 32 05 19.13 - GEOTEXTILE.pdf PDF
60-Sec 31 11 00 - CLEARING AND GRUBBING.pdf PDF
71-Sec 32 17 26 - ADA DETECTABLE WARNING SURFACE.pdf PDF
58-Sec 10 14 53 - POST MOUNTED SIGNS.pdf PDF
14-Doc 00 01 01 - TITLE SHEET AND COVER.pdf PDF
7-010 Curb Ramp Construction Notes and Details.pdf PDF
36-Doc 00 73 00 - 01 - APPENDIX A COVER.pdf PDF
1-05 2026 Inlet Program Map - Dixon Ave.pdf PDF
57-Sec 03 20 00 - CONCRETE REINFORCEMENT.pdf PDF
47-Sec 01 22 00 - 03 - EXHIBITS E-F.pdf PDF
40-Sec 01 11 13 - SUMMARY OF WORK.pdf PDF
59-Sec 31 20 00 - EARTHWORK.pdf PDF
49-Sec 01 31 00 - COORDINATION AND MEETINGS.pdf PDF
29-Doc 00 61 13.16 - PAYMENT BOND.pdf PDF
35-Doc 00 73 00 - 03 - APPENDIX C COVER.pdf PDF
8-08 BT Curb Ramp Program Plumbridge.pdf PDF
15-Doc 00 11 13 ADVERTISEMENT FOR BIDS-FULL PROGRAM.pdf PDF
12-Doc 00 91 13 - ADDENDA.pdf PDF
74-Sec 32 17 23.33 - THERMOPLASTIC PAVEMENT MARKINGS.pdf PDF
45-Sec 01 32 36 - AUDIO-VIDEOTAPING.pdf PDF
67-Sec 33 44 14 - STORM INLETS CATCH BASINS ENDWALLS END SECTIONS.pdf PDF
69-Sec 03 11 00 - CONCRETE FORMWORK.pdf PDF
18-Doc 00 45 13 - BIDDER QUALIFICATION STATEMENT.pdf PDF
3-04 2026 Inlet Program Map - Red Cedar Section.pdf PDF
52-Sec 01 60 00 - MATERIAL AND EQUIPMENT.pdf PDF
63-Sec 02 41 16 - DEMOLITION.pdf PDF
5-06 Inlet Layout Sketches.pdf PDF
39-Doc 00 61 19 - MAINTENANCE BOND.pdf PDF
62-Sec 31 23 00 - EXCAVATION BACKFILL AND COMPACTION FOR ROADWAYS.pdf PDF
11-Doc 00 01 10 -TABLE OF CONTENTS.pdf PDF
75-Sec 32 01 17.61 - POLYMER MODIFED ASPHALT JOINT AND CRACK SEALING.pdf PDF
26-Doc 00 65 19.16 - CONTRACTORS RELEASE OF LIENS.pdf PDF
37-Doc 00 73 00 - 00 - SUPPLEMENTARY CONDITIONS.pdf PDF
50-Sec 01 22 00 - 02 - EXHIBITS C-D.pdf PDF
48-Sec 01 70 00 - CONTRACT CLOSEOUT.pdf PDF
30-Doc 00 65 19.13 - CONTRACTORS AFFIDAVIT.pdf PDF
76-Sec 32 92 00 - FINISH GRADING SEEDING AND SODDING.pdf PDF
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2-07 Stormwater Details.pdf PDF
25-Doc 00 65 19.19 - CONSENT OF SURETY.pdf PDF
38-Doc 00 61 13.13 - PERFORMANCE BOND.pdf PDF
13-Doc 00 01 15 - LIST OF DRAWINGS.pdf PDF
19-Doc 00 45 13.1 - CONTRACTOR RESPONSIBILITY CERTIFICATION.pdf PDF
23-Doc 00 45 53 - AGREEMENT OF SURETY COMPANY.pdf PDF
16-Doc 00 45 10 - BIDDER ACKNOWLEDGEMENT FORM.pdf PDF
64-Sec 31 23 33 - EXCAVATION BACKFILL AND COMPACTION.pdf PDF
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GILMORE & ASSOCIATES, INC.

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ENGINEERING & CONSULTING SERVICES

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RMM

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BRISTOL TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA

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CONSTRUCTION DETAILS

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BRISTOL TOWNSHIP

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2026 ROAD PROGRAM

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JOB NO.:

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DRIVEWAY JOINT SEAL DETAIL

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PG 64-22 JOINT SEAL (TYP.)

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EXISTING ASPHALT DRIVEWAY

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EXISTING ASPHALT DRIVEWAY TO BE SAWCUT BEFORE ROAD EDGE IS MILLED.

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ROADWAY OVERLAY

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EXISTING/PROPOSED EDGE OF PAV'T

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AREA OF FULL DEPTH MILL

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FULL DEPTH MILL

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%%U4" WHITE HOT THERMOPLASTIC PARKING LOT STALL

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9' ON CENTER (TYPICAL)

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CURB LINE OR EDGE OF PAVING

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EXISTING BINDER/BASE COURSE TO REMAIN (MATERIAL AND COURSE VARIES BY LOCATION)

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EXISTING STONE SUBBASE TO REMAIN

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PAVEMENT TIE-IN DETAIL

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EXISTING WEARING COURSE TO REMAIN

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PROPOSED OVERLAY

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MILL DEPTH

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AS SPECIFIED

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AutoCAD SHX Text SAWCUT EXISTING PAVEMENT. AFTER OVERLAY INSTALLATION, PLACE PG 64-22 JOINT SEALANT ALONG ROADWAY TIE IN.

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%%U24" WHITE HOT THERMOPLASTIC CROSSWALK

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ENTIRE WIDTH OF STREET.

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24" WIDE WHITE LINES, 48" ON CENTER (TYPICAL)(TYPICAL)

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CURB LINE OR EDGE OF PAVING

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%%ULINE STRIPING

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%%UWHITE THERMOPLASTIC SOLID LANE

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%%UDOUBLE YELLOW THERMOPLASTIC TWO-WAY

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%%UBARRIER LINE STRIPING

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FULL WIDTH

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OF APPROACH

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%%USTOP BAR

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%%U24" WIDE WHITE HOT THERMOPLASTIC

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%%UTURN LANE PAVEMENT MARKING DETAIL

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RIGHT EDGE OF TRAVEL LANE

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LEFT EDGE OF TRAVEL LANE

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*DIMENSIONS MAY BE MODIFIED SLIGHTLY IN ORDER TO MEET FIELD CONDITIONS.

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STOP BAR (IF SHOWN ON PLANS)

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EXISTING BINDER/BASE COURSE TO REMAIN. MATERIAL VARIES BY LOCATION

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EXISTING STONE SUBBASE TO REMAIN

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APPLY BITUMINOUS TACK COAT

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CURB JOINT SEAL & OVERLAY DETAIL

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PLACE PG 64-22 JOINT SEALANT AT CURBLINE (TYP.)

AutoCAD SHX Text MILL PAVEMENT AS SPECIFIED AND INSTALL 9.5MM WMA WEARING COURSE, SUPERPAVE PG 64-22, 0.3 TO <3 MILLION ESALS, SRL-H. OVERLAY DEPTH TO BE 1.5" AS SPECIFIED IN THE PROJECT MANUAL.

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NOTE: USE AND QUANTITIES OF LEVELING COURSE TO BE DETERMINED AT

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OWNER'S DISCRETION. LEVELING DEPTH TO VARY ON A ROAD TO ROAD BASIS.

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NOT TO SCALE

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FULL DEPTH ASPHALT BASE REPAIR

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EXISTING BINDER/BASE COURSE TO REMAIN. MATERIAL AND COURSE VARIES BY LOCATION.

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EXISTING STONE SUBBASE TO REMAIN

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EXISTING SUBGRADE TO REMAIN

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SAWCUT

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EXCAVATE 6" DOWN

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EXISTING PAVEMENT

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EXISTING PAVEMENT

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AREA OF FULL DEPTH REPAIR

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OVERLAY ONLY

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OVERLAY ONLY

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AREA OF FULL DEPTH REPAIR

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EXCAVATE AND COMPLETELY REMOVE FULL SECTION

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SAWCUT & REMOVE

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FULL DEPTH RESTORATION

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6" CRUSHED AGGREGATE SUBBASE (PENNDOT 2A STONE). MATCH EXISTING DEPTH IF GREATER

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4"± 19MM WMA BINDER COURSE,SUPERPAVE PG 64-22, 0.3 TO <3 MILLION ESALS

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AutoCAD SHX Text SAWCUT AREA TO BE REPAIRED PRIOR TO EXCAVATION. CLEAN SAWCUT MUST BE MADE THROUGH ALL PAVEMENT COURSES.

AutoCAD SHX Text PROPOSED GEOSYNTHETIC FABRIC OR TENSAR BX1200 GRID FOR AREAS OF LARGE AND DEEP BASE REPAIR

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SEE WEARING COURSE OVERLAY DETAIL

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1.5" RISE

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MANHOLE RIM ADJUSTMENT

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EXISTING MANHOLE TO REMAIN

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EXISTING MANHOLE COVER

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MANHOLE ADJUSTING RING, TO BE SUPPLIED

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BY NEENAH FOUNDRY, BURLINGTON FOUNDRY

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OR APPROVED EQUAL

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%%UPAVEMENT LEGEND - "SLOW"

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EXTENDED ACROSS

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ROADWAY, MATCH EX.

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EXTENDED ACROSS

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ROADWAY, MATCH EX.

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24" WIDE WHITE STOP BAR

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4" WIDE SOLID WHITE LINE

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GILMORE & ASSOCIATES, INC.

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ENGINEERING & CONSULTING SERVICES

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RMM

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JOB NO.:

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PETUNIA RD.

NEW FALLS RD.

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GILMORE & ASSOCIATES, INC.

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ENGINEERING & CONSULTING SERVICES

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RMM

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JOB NO.:

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NEW FALLS RD.

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PLUMBTREE RD.

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4" WIDE SOLID WHITE LINES

24" WIDE WHITE STOP BAR

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GILMORE & ASSOCIATES, INC.

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ENGINEERING & CONSULTING SERVICES

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RMM

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AutoCAD SHX Text Bristol Township, Bucks County, PENNSYLVANIA

AutoCAD SHX Text Bristol Twp. 2026 Road Program

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XX

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XX

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JOB NO.:

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24" WIDE WHITE STOP BAR

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YELLOW "SLOW" PAVEMENT MARKINGS (REFER TO DETAIL)

AutoCAD SHX Text YELLOW "SLOW" PAVEMENT MARKING AT DIXON & SNOWDEN AVE INTERSECTION *NOT IN VIEW* (REFER TO DETAIL)

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BELARDLEY AVE.

DIXON AVE.

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GILMORE & ASSOCIATES, INC.

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ENGINEERING & CONSULTING SERVICES

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RMM

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AutoCAD SHX Text Bristol Township,Bucks County, PENNSYLVANIA

AutoCAD SHX Text Bristol Twp. 2026 Road Program

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JOB NO.:

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DATE:

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24" WIDE WHITE STOP BAR

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HILLTOP AVE.

FORD RD.

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GILMORE & ASSOCIATES, INC.

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ENGINEERING & CONSULTING SERVICES

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RMM

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AutoCAD SHX Text Bristol Township, Bucks County, Pennsylvania

AutoCAD SHX Text Bristol Twp. 2026 Road Program

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XX

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XX

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XX

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NOT TO SCALE

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DRAWN BY:

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JOB NO.:

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DATE:

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24" WIDE WHITE CROSSWALK

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YELLOW "SLOW" PAVEMENT MARKINGS (REFER TO DETAIL)

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DIXON AVE.

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AILANTHUS LN.

ASTER LN.

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CONSTRUCTION DETAILS

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