3-Ellis Woods-PLANS.pdf

PDF 5 MB Posted Apr 15, 2026

Attached to: ELLIS WOODS ROAD BRIDGE REHABILITATION
Solicitation number: Not on record
Issued by: Chester County, Pennsylvania

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Written by GovTribe AI · Apr 28, 2026

Ellis Woods Road Bridge Rehabilitation Project

This file comprises a comprehensive set of construction plans and specifications for the Ellis Woods Road Bridge Rehabilitation project in East Coventry Township, Chester County, Pennsylvania, prepared by Carroll Engineering Corporation for the Township. The project involves the rehabilitation of an existing bridge over Pigeon Creek, including demolition of the existing deck and select structural elements, installation of a new reinforced concrete deck with moment slabs, steel beam repairs, guide rail replacement, roadway reconstruction, and erosion and sedimentation control measures. The work extends from station 11+06.20 to station 13+38.40 along Ellis Woods Road, with a bridge span of 40 feet 3 inches and a clear roadway width varying between 21 feet 6 inches and 28 feet 6 inches. A non-mandatory pre-bid meeting is scheduled for 10:00 AM on Tuesday, April 28, 2026, at the Ellis Woods Road Bridge site, with sealed bids due by 11:00 AM on Monday, May 11, 2026, via PennBid. The contract documents include 18 sheets of detailed plans covering roadway design, traffic control, erosion and sediment management, bridge details, structural specifications, and repair procedures.

All bidders must be PennDOT prequalified as prime contractors and must hold prequalification in the specific work class codes representing at least 50% of the project cost. Each bid must be accompanied by a certified check or bid bond equal to 10 percent of the total bid amount drawn to the order of East Coventry Township. The project constitutes public works subject to Pennsylvania's Prevailing Wage Act requirements, with minimum wage rates established by the Pennsylvania Secretary of Labor. The work must be performed in accordance with PennDOT Publication 408 (latest edition) and project-specific technical provisions. No bid withdrawal is permitted within 60 days of the opening date. East Coventry Township reserves the right to reject all bids and waive any bidding informalities. The plans specify detailed construction sequences, material requirements including Class AA and Class AAAP cement concrete, Grade 60 epoxy-coated reinforcing steel, and extensive erosion control measures including compost filter socks, erosion control blankets, and sediment management systems throughout the project duration.

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File	Type	Posted
4-EllisWoods-PPQ.pdf	PDF	Apr 15, 2026
6-EllisWoods-PROJ MAN.pdf	PDF	Apr 15, 2026
2-EllisWoods-BB.pdf	PDF	Apr 15, 2026
1-EllisWoods-NCA.pdf	PDF	Apr 15, 2026
5-EllisWoods-EVAF.pdf	PDF	Apr 15, 2026

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Carroll Engineering Corporation www.carrollengineering.com

949 Easton Road Warrington, PA 18976 Phone: 215-343-5700

630 Freedom Business Center, Third Floor King of Prussia, PA 19406

Phone: 610-572-7093

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500

433 Lancaster Avenue, Suite 200 Malvern, PA 19355

Phone: 610-489-5100

NORTH

DRAWING INDEX

101 Larry Holmes Drive, Suite 201 Easton, PA 18042

Phone: 610-989-4940

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POTTSTOWN, PENNSYLVANIA 19465

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EAST COVENTRY TOWNSHIP

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855 ELLIS WOODS ROAD

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CHESTER COUNTY, PENNSYLVANIA

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EAST COVENTRY TOWNSHIP

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PREPARED FOR:

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SITUATED IN:

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DRAWER NUMBER

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AutoCAD SHX Text COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED - THESE DOCUMENTS WERE PREPARED BY, AND ARE OWNED BY, CARROLL ENGINEERING CORPORATION; AND AS SUCH, REPRESENT INSTRUMENTS OF PROFESSIONAL SERVICE WITH RESPECT TO THE PROJECT FOR WHICH THEY WERE SPECIFICALLY DESIGNED AND TO THE LISTED CLIENT AND/OR APPLICANT. THE DOCUMENTS AND INFORMATION ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY THE LISTED CLIENT/APPLICANT, OR BY OTHERS, ON EXTENSIONS OR MODIFICATION OF THE PROJECT OR ANY OTHER PROJECT. THE REPRODUCTION OF A COPY OF THESE PLANS, OR REUSE OF THESE DOCUMENTS, AND/OR THE COPYING OF ANY PORTION OF INFORMATION SHOWN ON THESE PLANS IS NOT PERMITTED AND IN NO CIRCUMSTANCE WILL BE APPROVED WITHOUT AN ASSIGNMENT OF COPYRIGHT PRIVILEGES. VIOLATION OF THIS RESTRICTION SHALL BE CONSIDERED A VIOLATION OF THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF CORPORATE ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES. IN THE EVENT OF ANY UNAUTHORIZED USE, THE PERSON INITIATING THE USE SHALL ACCEPT ALL RESPONSIBILITY, BOTH FOR COPYRIGHT VIOLATION AND PROFESSIONAL LIABILITY, FOR ANY CLAIMS, DAMAGES, LOSSES, AND EXPENSES ARISING FROM THE UNAUTHORIZED REPRODUCTION, MISUSE, OR MISAPPROPRIATION OF THESE DOCUMENTS OR INFORMATION SHOWN ON SAID DOCUMENTS.

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REHABILITATION OF ELLIS WOODS ROAD BRIDGE

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LOCATION MAP SCALE: 1"=1000'

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PROJECT SITE

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MARCH 2026

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PE054473E

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ENGINEER

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JUSTIN M. COYLE

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ROADWAY PLAN

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TRAFFIC DETOUR PLAN

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TRAFFIC DETOUR DETAILS

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EROSION AND SEDIMENTATION CONTROL PLAN

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EROSION AND SEDIMENTATION CONTROL DETAILS

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BRIDGE PLAN AND ELEVATION

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STA. 11+06.20 ELLIS WOODS ROAD EAST COVENTRY TOWNSHIP CHESTER COUNTY

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STA. 13+38.40 ELLIS WOODS ROAD EAST COVENTRY TOWNSHIP CHESTER COUNTY

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

433 Lancaster Avenue, Suite 200 Malvern, PA 19355

Phone: 610-489-5100

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

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Carroll Engineering Corporation

AutoCAD SHX Text ELLIS WOODS ROAD BRIDGE REHABILITATION SITUATED IN EAST COVENTRY TOWNSHIP PREPARED FOR CHESTER COUNTY 313 WEST MARKET STREET WEST CHESTER, PA 19380

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1. ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY THE PERMITTEE USING AN ERADICATION METHOD APPROVED BY THE TOWNSHIP. THE PERMITTEE SHALL PLACE ALL REQUIRED NEW PAVEMENT MARKINGS. 2. THE RESPONSIBILITY OF ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED THE RESPONSIBILITY OF ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED PAVING ARE RELOCATED OUTSIDE OF PAVED AREAS AND SHOULDERS SHALL BE THAT OF THE PERMITTEE. UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON THE HOP PLANS. 3. ALL CONSTRUCTION REQUIREMENTS AND MATERIAL SPECIFICATIONS SHALL BE IN ALL CONSTRUCTION REQUIREMENTS AND MATERIAL SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE STANDARDS AND DETAILS OF RADNOR TOWNSHIP, PENNDOT PUB 408 SPECIFICATIONS AND PADEP REQUIREMENTS. 4. THE POSTED SPEED LIMIT IS 35 MPH. THE POSTED SPEED LIMIT IS 35 MPH. 5. ALL SUBSTANDARD OR DAMAGED CURB WITHIN THE LIMITS OF WORK MUST BE REPLACED ALL SUBSTANDARD OR DAMAGED CURB WITHIN THE LIMITS OF WORK MUST BE REPLACED AS NECESSARY. 6. SAWLINE LOCATIONS MAY BE ADJUSTED IN THE FIELD AS DEEMED NECESSARY BY A SAWLINE LOCATIONS MAY BE ADJUSTED IN THE FIELD AS DEEMED NECESSARY BY A TOWNSHIP REPRESENTATIVE. 7. NO UNSUITABLE MATERIAL IS TO BE USED IN ANY PORTION OF THE ROADWAY NO UNSUITABLE MATERIAL IS TO BE USED IN ANY PORTION OF THE ROADWAY CONSTRUCTION. REMOVE ANY SUBGRADE THAT CANNOT BE PROPERLY COMPACTED AND THAT IS UNSUITABLE MATERIAL UNDERCUTTING AND/OR SUBGRADE STABILIZATION MAY BE REQUIRED. 8. ALL WORK PERFORMED MUST BE IN ACCORDANCE WITH THE FOLLOWING: ALL WORK PERFORMED MUST BE IN ACCORDANCE WITH THE FOLLOWING: A. PENNDOT PUBLICATION NO 408, 2022, SPECIFICATIONS PENNDOT PUBLICATION NO 408, 2022, SPECIFICATIONS B. PENNDOT PUBLICATION NO 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15) PENNDOT PUBLICATION NO 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15) C. PENNDOT PUBLICATION NO 72, STANDARDS FOR ROADWAY CONSTRUCTION PENNDOT PUBLICATION NO 72, STANDARDS FOR ROADWAY CONSTRUCTION D. PUBLICATION NO 111M, TRAFFIC CONTROL PAVEMENT MARKINGS AND SIGNING STANDARDS PUBLICATION NO 111M, TRAFFIC CONTROL PAVEMENT MARKINGS AND SIGNING STANDARDS 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY DEBRIS AND FLUSH-OUT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY DEBRIS AND FLUSH-OUT ALL STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF CONSTRUCTION. 10. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE REGULATIONS ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE REGULATIONS GOVERNING THE DESIGN, LOCATION AND OPERATION OF ALL TRAFFIC SIGNS AND MARKINGS ON AND ALONG HIGHWAYS WITHIN THE COMMONWEALTH OF PENNSYLVANIA. 11. ALL PAVEMENT MARKINGS MUST BE HOT THERMOPLASTIC, EXCEPT FOR THE BRIDGE, ALL PAVEMENT MARKINGS MUST BE HOT THERMOPLASTIC, EXCEPT FOR THE BRIDGE, WHICH REQURIES EPOXY COATED MARKINGS. ALL SIGNS SHALL BE PER PENNDOT STANDARDS. 12. THE CONTRACTOR SHALL REMOVE ALL PREVIOUS PAVEMENT MARKINGS WHICH IN THE THE CONTRACTOR SHALL REMOVE ALL PREVIOUS PAVEMENT MARKINGS WHICH IN THE OPINION OF THE ENGINEER CONFLICT WITH THE NEW PAVEMENT MARKINGS. UNLESS SPECIFICALLY STATED OTHERWISE, THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE INSTALLATION OF THE NEW PAVEMENT MARKINGS. 13. THE CONTRACTOR SHALL NOTE ALL SPECIAL PROVISIONS OF THE CONTRACT AND THE CONTRACTOR SHALL NOTE ALL SPECIAL PROVISIONS OF THE CONTRACT AND SPECIFICALLY WITH REGARDS TO:THE RATE OF APPLICATION, MAINTENANCE OF TRAFFIC, RESTRICTED WORKING HOURS, AND/OR RESTRICTED WEATHER CONDITIONS. NO DEVIATIONS WILL BE PERMITTED. 14. UNLESS SPECIFIED OTHERWISE, THE BASIS OF MEASUREMENT SHALL BE ALONG THE UNLESS SPECIFIED OTHERWISE, THE BASIS OF MEASUREMENT SHALL BE ALONG THE LONGITUDINAL CENTERLINE OF PAVEMENT MARKINGS. 15. PRIOR TO APPLICATION, THE PERMITTEE SHALL FIELD CHECK AND LOCATE ALL PAVEMENT PRIOR TO APPLICATION, THE PERMITTEE SHALL FIELD CHECK AND LOCATE ALL PAVEMENT MARKINGS TO THE SATISFACTION OF THE ENGINEER. 16. ALL MARKINGS IMPROPERLY APPLIED OR LOCATED SHALL BE COMPLETELY REMOVED AND ALL MARKINGS IMPROPERLY APPLIED OR LOCATED SHALL BE COMPLETELY REMOVED AND CORRECTLY REAPPLIED, AT THE SOLE EXPENSE OF THE PERMITTEE. 17. WHERE BITUMINOUS SEALANT PREVENTS OR MAKES IMPRACTICAL THE EXTENDING OF WHERE BITUMINOUS SEALANT PREVENTS OR MAKES IMPRACTICAL THE EXTENDING OF LINES TO THE FACE OF THE CURB, THE PERMITTEE SHALL EXTEND LINES TO EDGE OF PERMITTEE SHALL EXTEND LINES TO EDGE OF SEALANT OR WITHIN ONE FOOT OF THE FACE OF CURB, WHICHEVER IS LESS. 18. NTS STANDS FOR NOT TO SCALE.NTS STANDS FOR NOT TO SCALE.

AutoCAD SHX Text STRUCTURAL NOTES: 1. PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH PENNSYLVANIA DEPARTMENT PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUB 408, 2022, ANSI/AASHTO/AWS/DI.5-95 BRIDGE WELDING CODE (2020) AND THE CONTRACT SPECIAL PROVISIONS. 2. DESIGN SPECIFICATIONS: DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, NINTH EDITION 2020 AND AS SUPPLEMENTED BY DESIGN MANUAL, PART 4, DECEMBER 2019 (INCLUDING LATEST REVISIONS). 3. LIVE LOAD DISTRIBUTION BASED UPON DM-4 METHOD. DESIGN IS IN ACCORDANCE WITH THE LIVE LOAD DISTRIBUTION BASED UPON DM-4 METHOD. DESIGN IS IN ACCORDANCE WITH THE LRFD METHOD. LIVE LOADS: PHL-93 OR P-82 (204 KIP PERMIT AASHTO GROUP 1B LOADING) DEAD LOADS: INCLUDES 30 PSF FOR FUTURE WEARING SURFACE. 4. USE CLASS AA CEMENT CONCRETE IN MOMENT SLABS AND DIAPHRAGMS USE CLASS AA CEMENT CONCRETE IN MOMENT SLABS AND DIAPHRAGMS 5. USE CLASS AAAP CEMENT CONCRETE IN BRIDGE DECK. USE CLASS AAAP CEMENT CONCRETE IN BRIDGE DECK. 6. USE CONCRETE WITH A MINIMUM f' = 5,000 PSI FOR PRECAST CONCRETE CULVERT USE CONCRETE WITH A MINIMUM f' = 5,000 PSI FOR PRECAST CONCRETE CULVERT SEGMENTS AND END SECTIONS. 7. A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS CONCRETE AT NO A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS CONCRETE AT NO ADDITIONAL COST TO THE TOWNSHIP. 8. CHAMFER ALL EXPOSED EDGES I"X I", EXCEPT AS NOTED. CHAMFER ALL EXPOSED EDGES I"X I", EXCEPT AS NOTED. 9. PROVIDE 2" CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT WHERE NOTED PROVIDE 2" CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT WHERE NOTED OTHERWISE. 10. RAKE FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED. RAKE FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED. 11. PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF ASTM PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF ASTM A615, A996, OR A706. DO NOT WELD GRADE 60 REINFORCING STEEL BARS UNLESS SPECIFIED. GRADE 40 REINFORCING STEEL BARS MAY BE SUBSTITUTED WITH A PROPORTIONAL INCREASE IN CROSS-SECTIONAL AREA, IF APPROVED BY CHIEF BRIDGE ENGINEER. DO NOT USE RAIL STEEL (A996) IN CULVERT CUT-OFF WALLS, FISH BAFFLES, OR WHERE BENDING OR WELDING OF REINFORCEMENT BARS IS INDICATED. 12. PROVIDE MINIMUM LAP AND EMBEDMENT AND SLICE LENGTH IN ACCORDANCE WITH PROVIDE MINIMUM LAP AND EMBEDMENT AND SLICE LENGTH IN ACCORDANCE WITH STANDARD DRAWING BC-736M, UNLESS OTHERWISE INDICATED. 13. USE EPOXY-COATED REINFORCEMENT BARS. GALVANIZED REINFORCING STEEL BARS MAY BE USE EPOXY-COATED REINFORCEMENT BARS. GALVANIZED REINFORCING STEEL BARS MAY BE SUBSITITUTED FOR EPOXY COATED REINFORCEMENT AT NO ADDITIONAL COST TO THE TOWNSHIP. 14. NOTIFY THE REGIONAL HEADQUARTERS OF THE FISH AND BOAT COMMISSION AND NOTIFY THE REGIONAL HEADQUARTERS OF THE FISH AND BOAT COMMISSION AND COOPERATE DURING CONSTRUCTION. PA FISH AND BOAT COMMISSION SOUTHEAST REGIONAL OFFICE BRUBAKER VALLEY ROAD PO BOX 9 ELM, PA 17521 (717) 626-0228

AutoCAD SHX Text SURVEY NOTES: 1) TOPOGRAPHIC SURVEY WAS PERFORMED BY CARROLL ENGINEERING CORPORATION IN TOPOGRAPHIC SURVEY WAS PERFORMED BY CARROLL ENGINEERING CORPORATION IN FEBRUARY OF 2023 AND REPRESENTS EXISTING CONDITIONS AT THAT TIME. 2) HORIZONTAL DATUM IS NAD 1983 (PA STATE PLANE SOUTH). HORIZONTAL DATUM IS NAD 1983 (PA STATE PLANE SOUTH). 3) VERTICAL DATUM IS NAVD 1988. VERTICAL DATUM IS NAVD 1988. 4) LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM ABOVE LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM ABOVE GROUND OBSERVATIONS AT THE SITE. COMPLETENESS OR ACCURACY OF LOCATION CANNOT BE GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS PLAN AND THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE REQUIREMENTS OF THE PENNSYLVANIA ACT 287, AS AMENDED, TITLED “EXCAVATION AND EXCAVATION AND DEMOLITION WORK PROTECTION OF UNDERGROUND UTILITIES”. EACH INDIVIDUAL USING THIS . EACH INDIVIDUAL USING THIS PLAN MUST VERIFY THE DEPTH AND LOCATION OF ALL UNDERGROUND FACILITIES BEFORE STARTING WORK (THIS PLAN DOES NOT DELINEATE ANY UNDERGROUND UTILITIES). PA ONE CALL: 1-800-242-1776 MUST BE CALLED THREE (3) DAYS PRIOR TO ANY DEMOLITION OR EXCAVATION WORK. FOR ADDITIONAL INFORMATION, REFER TO PA ONE CALL SERIAL NO. 20220742414-000. 5) PROPERTY LINES AND RIGHT OF WAYS ARE BASED ON FOUND MONUMENTATION PHYSICAL PROPERTY LINES AND RIGHT OF WAYS ARE BASED ON FOUND MONUMENTATION PHYSICAL ROAD LOCATION ALONG WITH THE FOLLOWING DOCUMENTS: - PLAN PREPARED BY COVENTRY ASSOCIATES, TITLE “ SUBDIVISION OF M.B.WIAND”, DATED PLAN PREPARED BY COVENTRY ASSOCIATES, TITLE “ SUBDIVISION OF M.B.WIAND”, DATED SUBDIVISION OF M.B.WIAND”, DATED , DATED JANUARY 27, 1978. (RECORDED PLAN #1700) - DEEDS OF RECORD OF UPI 18-4-107, UPI 18-4-181, UPI 18-4-182.4, UPI 18-4-119. DEEDS OF RECORD OF UPI 18-4-107, UPI 18-4-181, UPI 18-4-182.4, UPI 18-4-119. 6) RIGHT-OF-WAY ALONG ELLIS WOOD ROAD IS BASED ON THE CENTERLINE OF THE EXISTING RIGHT-OF-WAY ALONG ELLIS WOOD ROAD IS BASED ON THE CENTERLINE OF THE EXISTING BRIDGE AND A BEST FIT ALIGNMENT OF THE NORTHEASTERLY EDGE OF THE ROAD.ALIGNMENT OF THE NORTHEASTERLY EDGE OF THE ROAD.

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15. CORE BORING SHEETS ARE INCLUDED FOR THE CONVENIENCE OF THE TOWNSHIP CORE BORING SHEETS ARE INCLUDED FOR THE CONVENIENCE OF THE TOWNSHIP AND SHALL NOT BE CONSIDERED AS PART OF THE CONTRACT DRAWINGS. 16. SPREAD FOOTINGS MAY BE ORDERED BY THE ENGINEER TO BE AT ANY SPREAD FOOTINGS MAY BE ORDERED BY THE ENGINEER TO BE AT ANY ELEVATION OR OF ANY DIMENSION NECESSARY TO PROVIDE A PROPER FOUNDATION. 17. THIS STRUCTURE MEETS SEISMIC ZONE 1 CRITERIA. THIS STRUCTURE MEETS SEISMIC ZONE 1 CRITERIA. 18. DO NOT EXCEED A 2 FT. DIFFERENCE IN FILL ELEVATION ON THE SIDES DURING DO NOT EXCEED A 2 FT. DIFFERENCE IN FILL ELEVATION ON THE SIDES DURING PLACEMENT OF THE BACKFILL. DO NOT ALL OW THE WHEELS OF ROLLERS TO COME CLOSER THAN I FT. TO THE FACE OF THE STRUCTURE DURING COMPACTION OF THE BACKFILL. 19. COORDINATE , LOCATE, AND CONDUCT ALL WORK RELATED TO PUBLIC AND COORDINATE , LOCATE, AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES IN ACCORDANCE WITH PUBLICATION 408, SECTIONS 105. 06 AND 107. 12. NO SEPARATE PAYMENT WILL BE MADE FOR UTILITY COORDINATION. 20. DIMENSIONS SHOWN ARE FOR A NORMAL TEMPERATURE OF 68 DEGREES DIMENSIONS SHOWN ARE FOR A NORMAL TEMPERATURE OF 68 DEGREES FAHRENHEIT. 21. ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED. ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED. 22. THE LENGTH OF PRECAST CULVERT BEVELED END SEGMENTS SHALL NOT BE THE LENGTH OF PRECAST CULVERT BEVELED END SEGMENTS SHALL NOT BE LESS THEN 2'-0" 23. VERIFY AND LOCATE ALL EXISTING UTILITIES PRIOR TO STARTING WORK, AND VERIFY AND LOCATE ALL EXISTING UTILITIES PRIOR TO STARTING WORK, AND CONDUCT OPERATIONS IN A MANNER WHICH ENSURES THE UTILITIES WILL NOT BE DISTURBED OR ENDANGERED AND ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO UTILITIES DURING CONSTRUCTION. THE TOWNSHIP DOES NOT ASSUME RESPONSIBILITY FOR REIMBURSEMENT, PARTICIPATION IN DESIGN AND/OR REVISIONS OR LIABILITY FOR ACCURACY OF TYPE, SIZE, AND LOCATION OF ANY UTILITY. 24. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF ALL EXCAVATED THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF ALL EXCAVATED SLOPES. PERFORM ALL EXCAVATIONS IN ACCORDANCE WITH OSHA REQUIREMENTS. 25. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT DEWATERING THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT DEWATERING AND/OR STREAM DIVERSION SO THAT THE EXCAVATIONS ARE DRY ENOUGH TO BE INSPECTED BY THE TOWNSHIP GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE TOWNSHIP GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO SCHEDULE INSPECTION OF THE FOUNDATION. 26. STRUCTURE BACKFILL SHOULD BE CONSTRUCTED USING PADOT STANDARDS STRUCTURE BACKFILL SHOULD BE CONSTRUCTED USING PADOT STANDARDS FOR ROADWAY CONSTRUCTION RC-12M. 27. REMOVE THE EXISTING STRUCTURE FOUNDATION TO A MINIMUM OF 2 FEET REMOVE THE EXISTING STRUCTURE FOUNDATION TO A MINIMUM OF 2 FEET BELOW THE BOTTOM OF THE BOX CULVERT ELEVATION AND BACKFILL EXCAVATED AREA WITH COMPACTED 2A OR AASHTO NO. 8 COURSE AGGREGATE. 28. FOUNDATION EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY THE FOUNDATION EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY THE ENGINEER. OVEREXCAVATE ANY SOFT/LOOSE SOILS (A MINIMUM OF 1 FOOT SHOULD BE ANTICIPATED) AND BACKFILL WITH AASHTO NO. 8 COARSE AGGREGATE AS DIRECTED BY THE ENGINEER, IN ACCORDANCE WITH SPECIAL PROVISION, OVEREXCAVATION AND BACKFILLING UNDER FOUNDATIONS. 29. DESIGN TEMPORARY SHORING IN ACCORDANCE WITH THE SPECIAL PROVISION, DESIGN TEMPORARY SHORING IN ACCORDANCE WITH THE SPECIAL PROVISION, TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM. 30. USE CLASS R-4 ROCK LINING WHERE SHOWN.USE CLASS R-4 ROCK LINING WHERE SHOWN.

UTILITY NOTES: 1. COORDINATE, LOCATE, AND CONDUCT ALL WORK RELATED TO PUBLIC AND COORDINATE, LOCATE, AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES IN ACCORDANCE WITH PUBLICATION 408, SECTIONS 104.06 AND 107.12. 2. VERIFY AND LOCATE ALL EXISTING UTILITIES BEFORE STARTING WORK; VERIFY AND LOCATE ALL EXISTING UTILITIES BEFORE STARTING WORK; CONDUCT OPERATIONS IN A MANNER WHICH ENSURES THAT THE UTILITIES WILL NOT BE DISTURBED ON ENDANGERED AND ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO UTILITIES DURING CONSTRUCTION.

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

433 Lancaster Avenue, Suite 200 Malvern, PA 19355

Phone: 610-489-5100

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

Carroll Engineering Corporation

AutoCAD SHX Text ELLIS WOODS ROAD BRIDGE REHABILITATION SITUATED IN EAST COVENTRY TOWNSHIP PREPARED FOR CHESTER COUNTY 313 WEST MARKET STREET WEST CHESTER, PA 19380

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REGISTERED

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PE054473E

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ENGINEER

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JUSTIN M. COYLE

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JMA

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TABULATION OF BRIDGE ITEMS

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MEMBRANE WATERPROOFING

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CLASS AAAP CEMENT CONCRETE

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CLASS AA CEMENT CONCRETE

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REINFORCEMENT BARS, EPOXY COATED

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REMOVAL OF PORTIONS OF EXISTING BRIDGE

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FABRICATED STRUCTURAL STEEL

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PAINTING EXISTING STRUCTURAL STEEL

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TYPE 10M BRIDGE BARRIER

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CONCRETE GROUT FILLED FABRIC BAGS (6)

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TYPE 1 DECK REPAIRS (8)

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TYPE 2 DECK REPAIRS (8)

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TYPE 1 SUBSTRUCTURE REPAIRS (8)

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TYPE 2 SUBSTRUCTURE REPAIRS (8)

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TABULATION OF ROADWAY ITEMS

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CLASS 1 EXCAVATION (2)(3)

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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

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SUBBASE 6" DEPTH (NO. 2A)

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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-G (9)

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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH (9)

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AutoCAD SHX Text MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

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MOBILIZATION

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AutoCAD SHX Text PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3 (ENERGY ABSORBING TERMINALS, TANGENT) (7)

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TERMINAL SECTION, SINGLE

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REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

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TYPE 31-S GUIDE RAIL (7)

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THRIE-BEAM GUIDE RAIL TO PA TYPE 10M BRIDGE BARRIER TRANSITION WITHOUT CURB (7)

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W-BEAM TERMINAL CONNECTOR (7)

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UNFORESEEN WATER POLLUTION CONTROLS (MUST BE $3,000.00)

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PDA

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ROCK, CLASS R-6

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MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

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POST MOUNTED SIGNS, TYPE B

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TABULATION OF ROADWAY ITEMS

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4" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

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4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

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REMOVE POST MOUNTED SIGNS, TYPE B

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EROSION AND SEDIMENT CONTROLS (1)

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UNFORESEEN WORK ITEMS (MUST BE $10,000.00)

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PDA

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TOPSOIL, SEED AND MULCH

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GENERAL NOTES 1. SEE SPECIAL PROVISIONS. TEMPORARY DIVERSION OF STREAM/COFFERDAMS, SEE SPECIAL PROVISIONS. TEMPORARY DIVERSION OF STREAM/COFFERDAMS, COMPOST FILTER SOCK, AND DEWATERING SILT BAGS SHALL BE INCIDENTAL TO "EROSION AND SEDIMENTATION CONTROLS." 2. CLEARING AND GRUBBING SHALL BE INCIDENTAL TO CLASS 1 EXCAVATION. CLEARING AND GRUBBING SHALL BE INCIDENTAL TO CLASS 1 EXCAVATION. 3. ROADWAY EXCAVATION SHALL BE INCIDENTAL TO CLASS 1 EXCAVATION. ROADWAY EXCAVATION SHALL BE INCIDENTAL TO CLASS 1 EXCAVATION. 4. NO UNSUITABLE MATERIAL IS TO BE USED IN ANY PORTION OF THE NO UNSUITABLE MATERIAL IS TO BE USED IN ANY PORTION OF THE ROADWAY CONSTRUCTION. REMOVE ANY SUBGRADE THAT CANNOT BE PROPERLY COMPACTED AND THAT IS UNSUITABLE MATERIAL UNDERCUTTING AND/OR SUBGRADE STABILIZATION MAY BE REQUIRED. 5. SELECT BORROW EXCAVATION, STRUCTURE BACKFILL SHALL CONSIST OF SELECT BORROW EXCAVATION, STRUCTURE BACKFILL SHALL CONSIST OF PENNDOT APPROVED OGS (OPEN GRADED SUBBASE) OR AASHTO NO. 57 MATERIAL IN ACCORDANCE WITH SECTION 1001 3(t) - PUB 408 AS SHOWN ON STANDARD DRAWING RC-12. DO NOT USE METALLURGICAL SLAG OR CINDERS OR ANY "R" CLASS ROCK. 6. SEE TECHNICAL PROVISIONS. SEE TECHNICAL PROVISIONS. 7. ALL GUIDE RAIL TO BE GALVANIZED AND BROWN, POWDER-COATED. ALL GUIDE RAIL TO BE GALVANIZED AND BROWN, POWDER-COATED. 8. REFER TO BC-783M FOR REPAIR DETAILS. REFER TO BC-783M FOR REPAIR DETAILS. 9. TACK COAT IS INCIDENTAL TO THE ITEM.TACK COAT IS INCIDENTAL TO THE ITEM.

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

433 Lancaster Avenue, Suite 200 Malvern, PA 19355

Phone: 610-489-5100

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

Carroll Engineering Corporation

AutoCAD SHX Text ELLIS WOODS ROAD BRIDGE REHABILITATION SITUATED IN EAST COVENTRY TOWNSHIP PREPARED FOR CHESTER COUNTY 313 WEST MARKET STREET WEST CHESTER, PA 19380

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JUSTIN M. COYLE

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NTS

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GUIDE RAIL (TYP.)

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GUIDE RAIL (TYP.)

AutoCAD SHX Text MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

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VARIES FROM 21'-7" TO 22'-5"

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VARIES FROM 27'-7" TO 31'-4"

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EXISTING RIGHT-OF-WAY LINE

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EXISTING RIGHT-OF-WAY LINE

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WIDTH VARIES FROM 0' TO 3'-2"

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LANE VARIES FROM 8"-10" TO 9'-2"

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LANE VARIES FROM 10"-3" TO 12'-9"

AutoCAD SHX Text TYPICAL SECTION - ROAD WIDENING STA 11+69.18 TO STA 11+94.18 STA 12+66.42 TO STA 12+91.40 NTS

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EXISTING PAVEMENT

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MATCH EXISTING SLOPE

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MATCH EXISTING SLOPE

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ASPHALT TACK COAT

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ELLIS WOODS RD. CONSTR.

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GRADE POINT

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WIDTH VARIES FROM 0' TO 5'-6"

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VARIES FROM 21'-9" TO 22'

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EXISTING RIGHT-OF-WAY LINE

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WIDTH VARIES FROM 0' TO 2'-1"

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LANE VARIES FROM 9'-2" TO 11'-4"

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EXISTING RIGHT-OF-WAY LINE

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VARIES FROM 28' TO 28'-3"

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SIDEWALK WIDTH 5'-6"

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM FG MIX, 1 1/2" DEPTH, SRL-G

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

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SUBBASE 16 1/2" DEPTH (NO. 2A)

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ASPHALT TACK COAT

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GRADE POINT

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MATCH EXISTING SLOPE

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MATCH EXISTING SLOPE

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EXISTING SLOPE

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TYPICAL SECTION - FULL DEPTH RECONSTRUCTION STA 11+94.18 TO STA 12+09.18 NTS

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ELLIS WOODS RD. CONSTR.

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2' MIN

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10:1 MAX

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10:1 MAX

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10:1 MAX

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2' MIN

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2' MIN

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GUIDE RAIL (TYP.)

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EXISTING SLOPE

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WIDTH VARIES FROM 0' TO 2'-3" **

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WIDTH VARIES FROM 0' TO 1' *

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM FG MIX, 1 1/2" DEPTH, SRL-G

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

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SUBBASE (2A) 6" DEPTH

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EXISTING SLOPE

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* LANE WIDENING FROM STA. 11+84.18 TO STA. 11+94.18 LANE WIDENING FROM STA. 11+84.18 TO STA. 11+94.18 ** LANE WIDENING FROM STA. 12+66.42 TO STA. 12+91.40LANE WIDENING FROM STA. 12+66.42 TO STA. 12+91.40

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REFER TO MOMENT SLAB DETAILS FOR MORE INFORMATION

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2:1 MAX

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2:1 MAX

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

433 Lancaster Avenue, Suite 200 Malvern, PA 19355

Phone: 610-489-5100

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

Carroll Engineering Corporation

AutoCAD SHX Text ELLIS WOODS ROAD BRIDGE REHABILITATION SITUATED IN EAST COVENTRY TOWNSHIP PREPARED FOR CHESTER COUNTY 313 WEST MARKET STREET WEST CHESTER, PA 19380

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JUSTIN M. COYLE

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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM FG MIX, 1 1/2" DEPTH, SRL-G

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

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SUBBASE 16 1/2" DEPTH (NO.2A)

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TYPICAL SECTION - FULL DEPTH RECONSTRUCTION STA 12+51.42 TO STA 12+66.42 NTS

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EXISTING RIGHT-OF-WAY LINE

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EXISTING RIGHT-OF-WAY LINE

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VARIES FROM 21'-6" TO 21'-7"

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VARIES FROM 28'-5" TO 28'-6"

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LANE VARIES FROM 11'-4" TO 11'-6"

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LANE VARIES FROM 10'-7" TO 11'-1"

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GRADE POINT

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MATCH EXISTING SLOPE

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MATCH EXISTING SLOPE

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PA TYPE 10M BARRIER (TYP.)

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EXISTING SLOPE

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ASPHALT TACK COAT

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SIDEWALK WIDTH 5'-6"

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ELLIS WOODS RD. CONSTR.

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REFER TO MOMENT SLAB DETAILS FOR MORE INFORMATION

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

433 Lancaster Avenue, Suite 200 Malvern, PA 19355

Phone: 610-489-5100

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

Carroll Engineering Corporation

AutoCAD SHX Text 8'-11"

AutoCAD SHX Text 10'-2"

AutoCAD SHX Text 8'-11"

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LANDS N/L CHAD & MORGEN WESTFALL 340 SAWMILL RD UPI# 18-4-181

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LANDS N/L STEPHEN E. & ELIZABETH A. WILLOW 683 ELLIS WOODS RD UPI# 18-4-119

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AutoCAD SHX Text +84.18

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LANDS N/L BEARD RANDY 13 HALTEMAN RD UPI# 18-4-182.4

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AutoCAD SHX Text ELLIS WOODS ROAD BRIDGE REHABILITATION SITUATED IN EAST COVENTRY TOWNSHIP PREPARED FOR CHESTER COUNTY 313 WEST MARKET STREET WEST CHESTER, PA 19380

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PE054473E

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JUSTIN M. COYLE

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ROADWAY PLAN

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ROADWAY PLAN

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LEGEND

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EXISTING TREELINE

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EXISTING CONTOURS

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BOTTOM OF BANK

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EXISTING DECIDUOUS TREE

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EXISTING CONIFEROUS TREE

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EXISTING STORM INLET

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EXISTING STORM SEWER

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OHW

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EXISTING OVERHEAD WIRES

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EXISTING WATERS

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GUIDERAIL TREATMENT "D"

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GUIDERAIL TREATMENT "A"

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BEGIN BRIDGE END FULL DEPTH RECONSTRUCTION STA. 12+09.18

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END BRIDGE BEGIN FULL DEPTH RECONSTRUCTION STA. 12+51.42

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END MILL AND OVERLAY BEGIN FULL DEPTH RECONSTRUCTION STA. 11+94.18

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OM-3L LEFT CLEARANCE MARKER SIGN TO BE REMOVED AND REPLACED

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R7-203-1 SNOW EMERGENCY ROUTE NO PARKING SIGN SIGN TO BE REMOVED AND REPLACED

AutoCAD SHX Text R12-1-2 BRIDGE SIGN R12-1 WEIGHT LIMIT "32" TONS SIGN R12-5-A EXCEPT COMBINATIONS "40" TONS SIGN ALL SIGNS TO BE REMOVED AND REPLACED

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OM-3R RIGHT CLEARANCE MARKER SIGN TO BE REMOVED AND REPLACED

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DY/4"

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DY/4"

AutoCAD SHX Text R12-1-2 BRIDGE SIGN R12-1 WEIGHT LIMIT "32" TONS SIGN R12-5-A EXCEPT COMBINATIONS "40" TONS SIGN ALL SIGNS TO BE REMOVED AND REPLACED

AutoCAD SHX Text R2-1 SPEED LIMIT "35 MPH" SIGN OM-3R RIGHT CLEARANCE MARKER ALL SIGN TO BE REMOVED AND REPLACED

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OM-3L LEFT CLEARANCE MARKER SIGN TO BE REMOVED AND REPLACED

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ELLIS WOODS ROAD

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DY/4" EPOXY

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BEGIN MILL AND OVERLAY STA. 11+69.18

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END FULL DEPTH RECONSTRUCTION START MILL AND OVERLAY STA. 12+66.42

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END MILL AND OVERLAY STA. 12+91.40

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HALTEMAN ROAD

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ELLIS WOODS RD. CONSTR.

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EDGE OF ROAD

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EDGE OF ROAD

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EDGE OF ROAD

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PIGEON CREEK

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ALL EXISTING GUIDE RAIL TO BE REMOVED (TYP.)

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EDGE OF ROAD

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SAWCUT AND SEAL, TYP.

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SAWCUT AND SEAL, TYP.

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PENNSYLVANIA ONE CALL SYSTEM, INC.

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DAYS IN DESIGN STAGE-STOP CALL

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CONSTRUCTION PHASE AND 10 WORKING

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3 WORKING DAYS NOTICE FOR

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PENNSYLVANIA LAW REQUIRES

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CALL BEFORE YOU DIG!

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EDGE OF STREAM

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EDGE OF STREAM

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EDGE OF STREAM

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EDGE OF STREAM

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GUIDERAIL TREATMENT "B"

AutoCAD SHX Text ELLIS WOODS RD. PI STA. 13+21.81 Δ = 9 28' 30" ° 28' 30" D = 7 05' 01" ° 05' 01" T = 68.74' L = 137.15' R = 802.03' E = 2.94' PC STA. 12+53.07 END/PT STA. 13+90.22

AutoCAD SHX Text S15° 44' 30" E

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EXISTING TOP OF BANK

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PROPOSED GUIDERAILS

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EXISTING GUIDERAILS

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EXISTING SIGN

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PROPOSED SIGN

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IRON PIN SET

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EXISTING GUY WIRE

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EXISTING EDGE OF ROAD

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BASELINE ALIGNMENT

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GUIDERAIL TREATMENT "C"

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PROPOSED EDGE OF ROAD

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PROPOSED EDGE OF ROAD

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PROPOSED EDGE OF ROAD

AutoCAD SHX Text R12-1-2 BRIDGE SIGN R12-1 WEIGHT LIMIT "5" TONS SIGN W30-1 "1000 FT" DISTANCE PANEL W16-103P DISTANCE AHEAD PLAQUE ALL SIGNS TO BE REMOVED AND REPLACED

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BEGIN LIMIT OF WORK STA. 11+06.20

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EXISTING RIGHT-OF-WAY LINE

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EXISTING RIGHT-OF-WAY LINE

AutoCAD SHX Text -2.4%

AutoCAD SHX Text -2.5%

AutoCAD SHX Text -1.3%

AutoCAD SHX Text -1.7%

AutoCAD SHX Text -1.3%

AutoCAD SHX Text -0.8%

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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ROUTE

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STATION

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POINT

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COORDINATES

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NORTHING

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EASTING

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DOUGLASVILLE ROAD CONSTRUCTION BASELINE

AutoCAD SHX Text 11+00.00

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BEGIN STA.

AutoCAD SHX Text 323358.9356

AutoCAD SHX Text 2563646.8534

AutoCAD SHX Text 12+07.72

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AutoCAD SHX Text 323255.2596

AutoCAD SHX Text 2563676.0772

AutoCAD SHX Text 12+53.07

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AutoCAD SHX Text 323211.4886

AutoCAD SHX Text 2563687.9550

AutoCAD SHX Text 13+21.87

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AutoCAD SHX Text 323145.1482

AutoCAD SHX Text 2563705.9573

AutoCAD SHX Text 13+90.22

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END/PT STA.

AutoCAD SHX Text 323076.7069

AutoCAD SHX Text 2563712.4081

AutoCAD SHX Text NOTE: FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES ONLY AND DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.

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SUMMARY OF PROJECT COORDINATES

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BASED ON PENNSYLVANIA STATE PLAN COORDINATE SYSTEM SOUTH ZONE (NAD 1983)

AutoCAD SHX Text S 15° 44' 30" E

AutoCAD SHX Text S 15° 10' 56" E

AutoCAD SHX Text S 05° 23' 04" E

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BEARING

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POINT NO.

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NORTHING

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EASTING

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DESCRIPTION

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AutoCAD SHX Text 323317.1980

AutoCAD SHX Text 2563675.4030

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UTILITY POLE

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AutoCAD SHX Text 323216.9170

AutoCAD SHX Text 2563699.9556

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BENCHMARK

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AutoCAD SHX Text 323110.0430

AutoCAD SHX Text 2563678.8160

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MAG NAIL

AutoCAD SHX Text NOTE: FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES ONLY AND DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.

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CONTROL POINT OF COORDINATES

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BASED ON PENNSYLVANIA STATE PLAN COORDINATE SYSTEM SOUTH ZONE (NAD 1983)

AutoCAD SHX Text PROPOSED GUIDERAIL TREATMENT - ALL GUIDE RAIL TO BE BROWN, POWDER-COATED GUIDERAIL TREATMENT "A" (1 REQ'D) 1 EA W-BEAM TERMINAL CONNECTOR 25'-0" TYPE-31 STRONG POST 37'-6" PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TL-3 TANGENT GUIDERAIL TREATMENT "B" (1 REQ'D) 39'-4 " LF THRIE-BEAM GUIDE RAIL TO PA TYPE 10M BRIDGE 34" LF THRIE-BEAM GUIDE RAIL TO PA TYPE 10M BRIDGE TRANSITION WITHOUT CURB 12'-6" TYPE-31 STRONG POST 37'-6" LF PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TL-3 TANGENT GUIDERAIL TREATMENT "C" (1 REQ'D) 1 EA W-BEAM TERMINAL CONNECTOR 75'-0" TYPE-31 STRONG POST, TERMINAL SECTION SINGLE GUIDERAIL TREATMENT "D" (1 REQ'D) 1 EA W-BEAM TERMINAL CONNECTOR 25'-0" TYPE-31 STRONG POST, 37'-6" LF PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TL-3 TANGENT

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CP 1372

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CP 1089

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CP 4

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MAG NAIL SET

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BM DISC 168 167.02

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AutoCAD SHX Text -2.2%

AutoCAD SHX Text -1.1%

AutoCAD SHX Text -1.2%

AutoCAD SHX Text -0.5%

AutoCAD SHX Text -5.9%

AutoCAD SHX Text -2.0%

AutoCAD SHX Text -1.5%

AutoCAD SHX Text 4'-9" S/W

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PROPOSED CONTOURS

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END LIMIT OF WORK STA. 13+38.40

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CP 1089

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CP 1372

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CP 4

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CONTOUR TIE-IN POINT

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IMPACT ATTENUATOR

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TERMINAL SECTION SINGLE

73.02'

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

433 Lancaster Avenue, Suite 200 Malvern, PA 19355

Phone: 610-489-5100

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

Carroll Engineering Corporation

PROJECT SITE

AutoCAD SHX Text ELLIS WOODS ROAD BRIDGE REHABILITATION SITUATED IN EAST COVENTRY TOWNSHIP PREPARED FOR CHESTER COUNTY 313 WEST MARKET STREET WEST CHESTER, PA 19380

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INITIALS

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DESCRIPTION

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DATE

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NO.

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AutoCAD SHX Text N

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AutoCAD SHX Text W

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REGISTERED

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PE054473E

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ENGINEER

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PROFESSIONAL

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JUSTIN M. COYLE

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CADD FILE

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DSG BY

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DWN BY

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CKD BY

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DATE

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JOB NO

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SCALE

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SHEET

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DRAWER NUMBER

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DRAWING NUMBER

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SHEETS

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TRAFFIC DETOUR PLAN

AutoCAD SHX Text 3-9-2026

AutoCAD SHX Text 226857

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SAM

AutoCAD SHX Text 1"= 500'

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AutoCAD SHX Text C-005

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AutoCAD SHX Text GENERAL NOTES: 1. THIS WORK CONSISTS OF THE MAINTENANCE OF TRAFFIC AND THE PROTECTION OF THE TRAVELING THIS WORK CONSISTS OF THE MAINTENANCE OF TRAFFIC AND THE PROTECTION OF THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. 2. SAFETY FOR PEDESTRIANS WILL ALSO BE MAINTAINED AT ALL TIMES WITHIN THE LIMITS OF SAFETY FOR PEDESTRIANS WILL ALSO BE MAINTAINED AT ALL TIMES WITHIN THE LIMITS OF CONSTRUCTION AND APPROACHING THE CONSTRUCTION AREA. APPROACHING THE CONSTRUCTION AREA. 3. FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES AND MAINTAIN TRAFFIC FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES AND MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES IN ACCORDANCE WITH THE METHODS INDICATED ON THESE DRAWINGS, AND, a. THE SPECIAL PROVISIONS ON THE CONTRACT. THE SPECIAL PROVISIONS ON THE CONTRACT. b. FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. c. PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES. PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES. d. PA CODE, TITLE 67, CHAPTER 212, OFFICIAL TRAFFIC CONTROL DEVICES. PA CODE, TITLE 67, CHAPTER 212, OFFICIAL TRAFFIC CONTROL DEVICES. e. PENNDOT PUBLICATION NO. 35, QUALIFIED PRODUCTS LIST FOR CONSTRUCTION (BULLETIN 15). PENNDOT PUBLICATION NO. 35, QUALIFIED PRODUCTS LIST FOR CONSTRUCTION (BULLETIN 15). f. PENNDOT PUBLICATION NO. 408, SPECIFICATIONS. PENNDOT PUBLICATION NO. 408, SPECIFICATIONS. g. PENNDOT PUBLICATION NO.

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File details come from the government source that posted it. Updated Apr 28, 2026.