Approved for Construction-20260206_Pine CityDriveway.pdf
PDF 2 MB Posted
- Attached to
- Pine City - Driveway Renovation
- Solicitation number
- 2136998
- Issued by
- Chautauqua County, New York
About this file
This is a construction site plan document for the New York State Office for People with Developmental Disabilities (OPWDD) and Chemung County, detailing a driveway replacement project at Hostel #600 (Pine City IRA) located at 1503 Pennsylvania Avenue, Pine City, New York. The project involves the complete renovation and reconstruction of the driveway serving the facility, including demolition of existing asphalt pavement, removal of unsuitable subsurface materials, and installation of new full-depth asphalt pavement with proper grading and drainage. The civil and site engineering work is being designed by Aubertine and Currier, PLLC, and the project was accepted for construction on February 6, 2026. A mandatory site visit is required on Thursday, July 23, 2026, at 11:30 a.m., which vendors must attend in their entirety to remain eligible for bid consideration; late arrivals may result in disqualification.
The project is classified as a New York State public works project requiring prevailing wage compliance. Bidders must provide a current New York State Department of Labor (NYSDOL) registration number and Certificate of Registration with their bid submission; failure to do so will result in automatic disqualification. The contractor is responsible for obtaining underground utility location requests through UDIG NY or by calling 811, retaining a licensed land surveyor for utility and field stakeout at contractor expense, and providing comprehensive as-built record drawings including utility information, manhole locations, and all field changes. The project requires erosion and dust control measures, tree protection, roadway connection work in accordance with NYSDOT specifications, and adherence to NYSDOT maintenance and protection of traffic regulations. Requests for bid invitations should be submitted on company letterhead via fax to 585-461-8811 (Attention: Franchesca Sagen) or by email to FL.Purchasing@opwdd.ny.gov, with the location and project title referenced. The onsite survey was conducted on September 17, 2025, using NAVD88 vertical datum and NAD83 (2011) horizontal datum.
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Other files
| File | Type | Posted |
|---|---|---|
| RFQ.pdf | ||
| SOW.pdf | ||
| CP-FL-H600-2026026_Driveway_Replacement_PINE_CITY.pdf |
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Text version
CHEMUNG COUNTY, STATE OF NEW YORK
INDEX OF DRAWINGS
1503 PENNSYLVANIA AVENUE
SITE PLANS: 01/23/2026
OWNER
PROJECT
LOCATION
HOSTEL #600
DRIVEWAY REPLACEMENT
NYS OFFICE FOR PEOPLE WITH
DEVELOPMENTAL DISABILITIES
44 HOLLAND AVENUE
ALBANY, NEW YORK 12208
TELE: (866) 946-9733
CIVIL/SITE ENGINEER
AUBERTINE and CURRIER, PLLC
522 BRADLEY STREET
WATERTOWN, NEW YORK 13601
TELE: (315) 782-2005
FAX: (315) 782-1472
www.aubertinecurrier.com
CD-100 EXISTING CONDITIONS AND DEMOLITION PLAN
CS-100 SITE AND GRADING PLAN
NYS OFFICE FOR PEOPLE WITH DEVELOPMENTAL DISABILITIES
CS-500 SITE DETAILS
CAPITAL SERVICES
ACCEPTED FOR CONSTRUCTION
By: stroudjj 02/06/2026Date:
Benchmark Spike in Utility Pole
Elev.=984.70'
HOSTEL 600
PINE CITY IRA
P E N N S Y L V A N I A A V E . (CO. RT. 69)
EXISTING
WELL
UTILITY POLE
LIGHT POLE
GAS METER
PROPOSEDLEGEND
5' CONTOUR
1' CONTOUR
PROPERTY LINE
RIGHT OF WAY
BUILDING
ASPHALT PAVEMENT
CURB
OVERHEAD UTILITIES
CHAIN LINK FENCE
HANDRAIL
EDGE OF CRUSHED STONE
CONCRETE
TREES
BUSH
MAILBOX
PORCH
PAVEMENT MARKING
ASPHALT AND STONE
REMOVAL
SAWCUT ASPHALT SHOULDER
REMOVAL
CONCRETE SIDEWALK
REMOVAL
STONE REMOVAL
GENERAL NOTES:
1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED
APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT
KNOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL SUBMIT AN UNDERGROUND UTILITY
LOCATION REQUEST ON THE UDIG NY WEBSITE OR CALL 811. CONTRACTOR IS RESPONSIBLE
FOR LOCATING AND WORKING WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO
CONSTRUCTION.
2. THE ONSITE TOPOGRAPHIC, UTILITY, AND PLANIMETRIC SURVEY FOR THE PROJECT AREA WAS CONDUCTED BY AUBERTINE AND CURRIER, PLLC ON SEPTEMBER 17, 2025. VERTICAL DATUM IS
BASED ON NAVD88 DATUM AND THE HORIZONTAL DATUM IS BASED ON NAD83 (2011).
3. ALL OUT-OF-SCOPE AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS WILL BE
RESTORED TO CONDITIONS EQUAL TO OR BETTER THAN THAT PRIOR TO CONSTRUCTION.
OUTSIDE OF PROPERTY BOUNDARIES AND EASEMENT AREAS THE CONTRACTOR IS REMINDED
THAT HE MUST OBTAIN WRITTEN AUTHORIZATION TO USE PRIVATE PROPERTY AND ASSUMES
ALL LIABILITY HIMSELF.
4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE CHARACTERISTICS AND EXTENT OF
SUBSURFACE SOILS, ROCK, WATER TABLE LEVELS, ETC., PRIOR TO BIDDING.
5. SITE CONTRACTOR TO PROVIDE EROSION AND DUST CONTROL AS REQUIRED.
6. A LICENSED LAND SURVEYOR SHALL BE RETAINED FOR ALL UTILITY AND FIELD STAKEOUT AT
THE CONTRACTORS EXPENSE.
7. PAVED AREAS WILL BE SAWCUT PRIOR TO EXCAVATION AND PAVING OPERATIONS. SAW CUT
AREAS WILL BE TACK COATED PRIOR TO PAVING. TACK COAT SHALL MEET THE REQUIREMENTS
OF ASPHALT OF ASPHALT EMULSION FOR TACK COAT, NYSDOT TABLE 702-9.
8. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION UNTIL ESTABLISHMENT OF VEGETATIVE COVER. RUN-OFF CONTAINING
SEDIMENTS FROM DISTURBED AREAS OF THE SITE SHALL NOT BE ALLOWED DIRECTLY INTO
NATURAL STREAM CHANNELS.
9. ALL TREES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. CONSTRUCTION
ACTIVITIES ADJACENT TO TREES SHALL BE CONDUCTED TO REDUCE THE IMPACT TO TREES TO
THE MAXIMUM EXTENT PRACTICAL. ANY DAMAGE TO EXISTING TREES SHALL BE REPAIRED OR
THE TREE REPLACED, AS DIRECTED BY THE OWNER AT THE CONTRACTORS EXPENSE.
10. CONTRACTOR SHALL PERFORM ALL ROADWAY CONNECTION WORK IN ACCORDANCE WITH
NYSDOT SPECIFICATIONS. ALL ROADWAY WORK SHALL BE IN ACCORDANCE WITH NYSDOT
MAINTENANCE AND PROTECTION OF TRAFFIC REGULATIONS, INCLUDING FLAGMEN,
BARRICADES, WARNING SIGNS/LIGHTS, ETC., WHERE WARRANTED.
11. EXCAVATIONS SHALL BE TO DEPTHS SHOWN ON DRAWINGS. ALL UNSTABLE OR UNSUITABLE
MATERIAL SHALL BE EXCAVATED AND REMOVED TO SUCH DEPTH AS REQUIRED TO PROVIDE
SUFFICIENT BEARING CAPACITY. OVEREXCAVATED AREAS SHALL BE BACKFILLED WITH
SUITABLE MATERIAL.
12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF DIMENSIONS,
ELEVATIONS AND LOCATIONS DURING PRECONSTRUCTION FIELD VERIFICATION. SUCH
INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR VERIFICATION OR
MODIFICATION OF THE PLANS.
13. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORD DRAWINGS INCLUDING, AS A MINIMUM, THE FOLLOWING INFORMATION AS WELL AS ALL REQUIREMENTS OF THE SPECIFICATION:
RECORD OF ALL UTILITIES ENCOUNTERED IN TRENCH EXCAVATION. INFORMATION SHALL
INCLUDE DIAMETER OF UTILITY, DEPTH OF BURIAL AND LOCATION WITH REFERENCE TO
NEAREST STRUCTURE SHOWN ON DRAWINGS. THIS INFORMATION SHALL BE KEPT
CURRENT ON A WEEKLY BASIS. FAILURE TO DO SO MAY RESULT IN WITHHOLDING OF
PAYMENTS.
DISTANCE TIES TO ALL MANHOLES, CLEANOUTS, BENDS AND CORPORATION STOPS.
UTILITY REPAIRS, SIDEWALK, AND DRIVEWAY REPLACEMENTS CENTERLINE.
STATIONS OF BENDS, CLEANOUTS, VALVES AND CORPORATION STOPS.
DENOTE BENCH MARK REFERENCE USED.
PERIODIC OFFSETS.
RECORD DETAILS NOT SHOWN ON THE ORIGINAL CONTRACT DOCUMENTS. ANY FIELD
CHANGES OF DIMENSIONS AND DETAILS AND ANY CHANGES MADE BY CHANGE ORDER
OR FIELD ORDER.
CERTIFICATE OF SUBSTANTIAL COMPLETION SHALL NOT BE ISSUED UNTIL AS-BUILT
INFORMATION IS ACCEPTABLE.
PROVIDE TWO (2) SETS OF FINAL COMPLETE RECORD DRAWINGS. CONTRACTOR SHALL
FURNISH AS-BUILT DATA ON PLAN SHEETS.
CAPITAL SERVICES
Benchmark Spike in Utility Pole
Elev.=984.70'
HOSTEL 600
PINE CITY IRA
P E N N S Y L V A N I A A V E . (CO. RT. 69)
GENERAL NOTES:
1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED
APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT
KNOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL SUBMIT AN UNDERGROUND UTILITY
LOCATION REQUEST ON THE UDIG NY WEBSITE OR CALL 811. CONTRACTOR IS RESPONSIBLE
FOR LOCATING AND WORKING WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO
CONSTRUCTION.
2. THE ONSITE TOPOGRAPHIC, UTILITY, AND PLANIMETRIC SURVEY FOR THE PROJECT AREA WAS CONDUCTED BY AUBERTINE AND CURRIER, PLLC ON SEPTEMBER 17, 2025. VERTICAL DATUM IS
BASED ON NAVD88 DATUM AND THE HORIZONTAL DATUM IS BASED ON NAD83 (2011).
3. ALL OUT-OF-SCOPE AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS WILL BE
RESTORED TO CONDITIONS EQUAL TO OR BETTER THAN THAT PRIOR TO CONSTRUCTION.
OUTSIDE OF PROPERTY BOUNDARIES AND EASEMENT AREAS THE CONTRACTOR IS REMINDED
THAT HE MUST OBTAIN WRITTEN AUTHORIZATION TO USE PRIVATE PROPERTY AND ASSUMES
ALL LIABILITY HIMSELF.
4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE CHARACTERISTICS AND EXTENT OF
SUBSURFACE SOILS, ROCK, WATER TABLE LEVELS, ETC., PRIOR TO BIDDING.
5. SITE CONTRACTOR TO PROVIDE EROSION AND DUST CONTROL AS REQUIRED.
6. A LICENSED LAND SURVEYOR SHALL BE RETAINED FOR ALL UTILITY AND FIELD STAKEOUT AT
THE CONTRACTORS EXPENSE.
7. PAVED AREAS WILL BE SAWCUT PRIOR TO EXCAVATION AND PAVING OPERATIONS. SAW CUT
AREAS WILL BE TACK COATED PRIOR TO PAVING. TACK COAT SHALL MEET THE REQUIREMENTS
OF ASPHALT OF ASPHALT EMULSION FOR TACK COAT, NYSDOT TABLE 702-9.
8. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES THROUGHOUT
CONSTRUCTION UNTIL ESTABLISHMENT OF VEGETATIVE COVER. RUN-OFF CONTAINING
SEDIMENTS FROM DISTURBED AREAS OF THE SITE SHALL NOT BE ALLOWED DIRECTLY INTO
NATURAL STREAM CHANNELS.
9. ALL TREES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. CONSTRUCTION
ACTIVITIES ADJACENT TO TREES SHALL BE CONDUCTED TO REDUCE THE IMPACT TO TREES TO
THE MAXIMUM EXTENT PRACTICAL. ANY DAMAGE TO EXISTING TREES SHALL BE REPAIRED OR
THE TREE REPLACED, AS DIRECTED BY THE OWNER AT THE CONTRACTORS EXPENSE.
10. CONTRACTOR SHALL PERFORM ALL ROADWAY CONNECTION WORK IN ACCORDANCE WITH
NYSDOT SPECIFICATIONS. ALL ROADWAY WORK SHALL BE IN ACCORDANCE WITH NYSDOT
MAINTENANCE AND PROTECTION OF TRAFFIC REGULATIONS, INCLUDING FLAGMEN,
BARRICADES, WARNING SIGNS/LIGHTS, ETC., WHERE WARRANTED.
11. EXCAVATIONS SHALL BE TO DEPTHS SHOWN ON DRAWINGS. ALL UNSTABLE OR UNSUITABLE
MATERIAL SHALL BE EXCAVATED AND REMOVED TO SUCH DEPTH AS REQUIRED TO PROVIDE
SUFFICIENT BEARING CAPACITY. OVEREXCAVATED AREAS SHALL BE BACKFILLED WITH
SUITABLE MATERIAL.
12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF DIMENSIONS,
ELEVATIONS AND LOCATIONS DURING PRECONSTRUCTION FIELD VERIFICATION. SUCH
INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR VERIFICATION OR
MODIFICATION OF THE PLANS.
13. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORD DRAWINGS INCLUDING, AS A MINIMUM, THE FOLLOWING INFORMATION AS WELL AS ALL REQUIREMENTS OF THE SPECIFICATION:
RECORD OF ALL UTILITIES ENCOUNTERED IN TRENCH EXCAVATION. INFORMATION SHALL
INCLUDE DIAMETER OF UTILITY, DEPTH OF BURIAL AND LOCATION WITH REFERENCE TO
NEAREST STRUCTURE SHOWN ON DRAWINGS. THIS INFORMATION SHALL BE KEPT
CURRENT ON A WEEKLY BASIS. FAILURE TO DO SO MAY RESULT IN WITHHOLDING OF
PAYMENTS.
DISTANCE TIES TO ALL MANHOLES, CLEANOUTS, BENDS AND CORPORATION STOPS.
UTILITY REPAIRS, SIDEWALK, AND DRIVEWAY REPLACEMENTS CENTERLINE.
STATIONS OF BENDS, CLEANOUTS, VALVES AND CORPORATION STOPS.
DENOTE BENCH MARK REFERENCE USED.
PERIODIC OFFSETS.
RECORD DETAILS NOT SHOWN ON THE ORIGINAL CONTRACT DOCUMENTS. ANY FIELD
CHANGES OF DIMENSIONS AND DETAILS AND ANY CHANGES MADE BY CHANGE ORDER
OR FIELD ORDER.
CERTIFICATE OF SUBSTANTIAL COMPLETION SHALL NOT BE ISSUED UNTIL AS-BUILT
INFORMATION IS ACCEPTABLE.
PROVIDE TWO (2) SETS OF FINAL COMPLETE RECORD DRAWINGS. CONTRACTOR SHALL
FURNISH AS-BUILT DATA ON PLAN SHEETS.
EXISTING
WELL
UTILITY POLE
LIGHT POLE
GAS METER
PROPOSEDLEGEND
5' CONTOUR
1' CONTOUR
PROPERTY LINE
RIGHT OF WAY
BUILDING
ASPHALT PAVEMENT
CURB
OVERHEAD UTILITIES
CHAIN LINK FENCE
HANDRAIL
EDGE OF CRUSHED STONE
CONCRETE
TREES
BUSH
MAILBOX
PORCH
PAVEMENT MARKING
FULL DEPTH ASPHALT AND
STONE RECONSTRUCTION
CAPITAL SERVICES
TYPICAL TOPSOIL REPLACEMENT DETAIL4 NOT TO SCALE
TYPICAL ASPHALT PAVEMENT DETAIL
NOT TO SCALE1
TYPICAL ASPHALT PAVEMENT JOINT DETAIL
NOT TO SCALE2
REGRADE AND ASPHALT PAVEMENT RECONSTRUCTION DETAIL
NOT TO SCALE3
TYPICAL EXISTING ASPHALT PAVEMENT REMOVAL AND
PENNSYLVANIA AVE. SHOULDER TIE-IN
CAPITAL SERVICES
| 2025-111 Cover-COVER |
| 2025-111 Site-CD-100 |
| 2025-111 Site-CS-100 |
| 2025-111 Site-CS-500 |
File details come from the government source that posted it. Updated .