Albany Pine Bush Parking Sheet Set 2026.pdf

PDF 1 MB Posted Aug 18, 2026

Attached to: Albany Pine Bush Preserve Trailhead parking area paving
Solicitation number: 2138223
Issued by: Albany County, Albany City, New York

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Written by GovTribe AI · Aug 18, 2026

Summary: Albany Pine Bush Preserve Parking Area Improvements

This is a parking area construction document set prepared by Delaware Engineering, D.P.C. for the Albany Pine Bush Preserve Commission in Albany, New York. The project encompasses the design and construction of two trailhead parking areas: Kaikout Kill Baren (Project Area 1) and Willow Street (Project Area 2, with two alternate designs). The scope of work includes site preparation, grading, excavation, installation of asphalt pavement with geotextile subbase materials, and paint striping of parking spaces. Project Area 1 requires installation of 4,285 square feet of asphalt pavement with 6 parking stalls (69 feet by 18 feet at 90 degrees), while Project Area 2 requires 6,400 square feet of pavement with 8 parking stalls (89 feet by 24 feet in parallel configuration). Additional work includes installation of split-rail fencing, removal and replacement of gravel areas (approximately 78 cubic yards), erosion and dust control, and placement of no-parking signage. The drawings are dated May 21, 2026, and include detailed specifications for asphalt pavement layers (1.5 inches top course, 3.5 inches binder course, and 12 inches subbase), paint striping standards, and split-rail fence construction requirements.

The contract is subject to New York State Disadvantaged Business Enterprise (DBE), Service-Disabled Veteran-Owned Business (SDVOB), and Minority/Women Business Enterprise (MWBE) contracting goals of 15%, 15%, and 30% respectively. Contractors are required to conduct field measurements to verify all dimensions and conditions, assume responsibility for accuracy, and perform work in accordance with actual site conditions. The contractor must provide a one-year warranty on all materials and workmanship from the date of beneficial use and is responsible for all costs associated with material disposal, site security compliant with OSHA regulations, erosion control, utility location verification through 811 UDIG New York, and restoration of disturbed areas. No prior identical or substantially similar procurement contracts have been awarded within the past five years.

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Trailhead Paving 2026 RFP.pdf	PDF	Aug 18, 2026

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28 MADISON AVENUE EXTENSION, ALBANY, NY 12203 - 518.452.1290

CIVIL AND ENVIRONMENTAL ENGINEERING

DELAWARE

ENGINEERING, D.P.C.

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WARNING - IT IS A VIOLATION OF NEW YORK EDUCATION LAW SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED THE ALTERING PERSON SHALL

COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW, SECTION 7209.2.

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ALBANY PINE BUSH PRESERVE

PARKING AREA IMPROVEMENT PROJECT

ANTHONY LUISI - APBP COMMISSION BOARD CHAIR

DR. HARVEY ALEXANDER - APBP COMMISSION BOARD MEMBER

JOHN BRUST - COMMISSION BOARD MEMBER

JOEL HECHT-STEWARDSHIP DIRECTOR

DRAWING INDEX

G-001 COVER AND LOCATION MAP

C-101 KAIKOUT KILL BAREN PROJECT AREA 1 PROPOSED PARKING AREA WHITE TRAIL HEAD

C-102 WILLOW STREET PROJECT AREA 2 PROPOSED PARKING AREA BLUE TRAIL HEAD-ALTERNATE #3 C-103 WILLOW STREET PROJECT AREA 2 PROPOSED PARKING AREA BLUE TRAIL HEAD-ALTERNATE #2

C-501 GENERAL DETAILS

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%%UPROJECT LOCATION MAP

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PROJECT AREA 1

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PROJECT AREA 2

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COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW, SECTION 7209.2.

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1. THE CONTRACTOR SHALL EXAMINE AND VERIFY, IN THE FIELD, ALL CONDITIONS AND DIMENSIONS. DIMENSIONS OF THE EXISTING STRUCTURES SHOWN ON THESE PLANS ARE FOR GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM THE ORIGINAL CONSTRUCTION OR SUBSEQUENT AS BUILT DRAWINGS AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL SUCH FIELD MEASUREMENTS TO ASSURE PROPER FIT OF THE FINISHED WORK, AND THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY. IF FIELD CONDITIONS AND DIMENSIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL USE THE FIELD CONDITIONS AND DIMENSIONS AND MAKE THE APPROPRIATE CHANGES TO THOSE SHOWN ON THE PLANS, AS APPROVED BY THE ENGINEER.

2. THERE SHALL BE NO CLAIM AGAINST THE OWNER MADE BY THE CONTRACTOR FOR WORK PERTAINING TO MODIFICATIONS, AS MAY BE REQUIRED, DUE TO ANY DIFFERENCE BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN BY THE DETAILS AND DIMENSIONS ON THE CONTRACT PLANS. THE CONTRACTOR WILL BE PAID AT THE UNIT BID PRICE FOR THE ACTUAL QUANTITIES OF MATERIALS USED OR FOR THE WORK PERFORMED, AS INDICATED BY THE VARIOUS ITEMS IN THE CONTRACT. THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK MAY BE REQUIRED AS THE CONTRACT PROGRESSES, WHICH IS NOT SHOWN OR NOTED ON THE PLANS. THIS WORK SHALL BE PERFORMED BY THE CONTRACTOR, AS ORDERED BY THE ENGINEER, AND PAYMENT SHALL BE MADE AT THE BID PRICE FOR THE APPROPRIATE ITEMS. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT, DUE TO THE NATURE OF REPLACEMENT PROJECTS, THE EXACT EXTENT OF REPLACEMENT WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL

PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS.

3. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING STRUCTURES CAUSED BY HIS OPERATIONS WHICH IS NOT INCLUDED AS PART OF THIS WORK. ALL DAMAGE TO THE EXISTING STRUCTURES WHICH IS NOT PART OF THE INTENDED WORK SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT COST TO THE OWNER, AND TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL CONDUCT HIS REMOVAL OPERATIONS TO THE SATISFACTION OF THE ENGINEER SO AS NOT TO UNDULY DISTURB UNDERLYING MATERIALS WHICH ARE TO REMAIN IN PLACE. THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF THE OWNER, WILL NOT BE DAMAGED. IF THE CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF THE OWNER, THE DAMAGED MATERIAL SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE

CONTRACTOR.

4. WHEN EVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED, THE COST OF SUPPLYING A LEGAL DISPOSAL AREA AND

TRANSPORTATION TO THE AREA SHALL BE INCLUDED IN THE PRICE BID.

5. THE CONTRACTOR IS TO VISIT THE SITE BEFORE BIDDING, TO BECOME FAMILIAR WITH THE FIELD CONDITIONS AND TO JUDGE THE EXTENT AND NATURE OF THE WORK TO BE DONE UNDER THIS CONTRACT. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR BECAUSE OF THE CONTRACTOR'S FAILURE TO INCLUDE IN THEIR BID ALL ITEMS AND MATERIALS WHICH THEY ARE REQUIRED TO FURNISH IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

6. ALL WORK AREAS AT THE SITE SHALL BE COMPLETELY SECURED, CONFORMING WITH OSHA REGULATIONS, TO THE SATISFACTION OF THE ENGINEER, TO PROTECT THE PUBLIC AND PREVENT UNAUTHORIZED ENTRY. THE COST OF THIS WORK IS TO BE INCLUDED IN THE VARIOUS ITEMS OF THE CONTRACT.

7. IT WILL BE THE CONTRACTOR'S OBLIGATION AND RESPONSIBILITY TO USE METHODS AND EQUIPMENT WHICH WILL INSURE THE SATISFACTORY COMPLETION

OF THE REQUIRED WORK WITHIN THE TIME FRAME STIPULATED IN THE CONTRACT.

8. ELEVATIONS SHOWN ON THESE PLANS ARE TAKEN FROM AVAILABLE LIDAR INFORMATION AND GPS GROUND SURVEY PERFORMED BY DELAWARE

ENGINEERING, DPC.

9. LOCATION OF UTILITIES, PUBLIC AND/OR PRIVATE, INDICATED AS EXISTING AND/OR TO BE CONSTRUCTED AS SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THEIR EXACT LOCATION SHALL BE DETERMINED IN THE FIELD. ADDITIONAL UTILITY LINES, WHETHER ABANDONED OR IN SERVICE, MAY EXIST AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS AND TAKE THE NECESSARY PRECAUTIONS TO PREVENT INTERFERENCE

WITH, OR DAMAGE TO, THESE OR OTHER FACILITIES DURING THE COURSE OF CONSTRUCTION.

10. IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING AN INTERRUPTION IN SAID SERVICE, THEY SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE AND MAY NOT CEASE THE WORK OPERATION UNTIL SERVICE IS RESTORED.

11. THE CONTRACTOR SHALL CALL 811 UDIG NEW YORK (UDIG) A MINIMUM OF THREE WORKING DAYS PRIOR TO ANY EXCAVATION TO HAVE EXISTING UNDERGROUND UTILITIES LOCATED IN THE FIELD. CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN ALL UTILITY LOCATIONS THROUGHOUT PROJECT.

12. AREAS DISTURBED BY THE CONTRACTOR AS PART OF THE WORK TO BE PERFORMED UNDER THIS CONTRACT, SHALL BE RESTORED TO PRECONSTRUCTION STANDARDS AND TO THE SATISFACTION OF THE ENGINEER. ALL THE DISTURBED GRASS AREAS SHALL BE GRADED AND SEEDED IN A MANNER APPROVED

BY THE ENGINEER.

13. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ADEQUATE EROSION AND DUST CONTROL AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT, IF REQUIRED, FOR REVIEW TO THE ENGINEER A STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

14. CONSTRUCTION WARRANTY AND WARRANTY SECURITY PERIOD: CONTRACTOR SHALL WARRANTY OWNER AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP. THE CONTRACTOR SHALL PROVIDE A WRITTEN AND FULLY ASSIGNABLE WARRANTY THAT THE SYSTEM INSTALLED WILL BE AND REMAIN FREE FROM ALL DEFECTS, LATENT OR OTHERWISE WITH RESPECT TO WORKMANSHIP, MATERIALS, INSTALLATION, AND ACCURACY OF THE AS-BUILT DRAWINGS IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE BENEFICIAL USE OF

THE FACILITIES.

15. CLEAN-UP: ALL SURPLUS MATERIALS OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR AS PART OF THE

CONTRACT WITH THE OWNER.

16. JOBSITE SAFETY: WHILE ON THE JOBSITE, THE CONTRACTOR SHALL AT ALL TIMES OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY RULES, REGULATIONS AND LAWS.

17. EARTHWORK: EARTHWORK SHALL INCLUDE ALL EXCAVATION, FILL AND BACKFILL (MACHINE), COMPACTION AND ROUGH GRADING OF MATERIALS ENCOUNTERED. NO UNSUITABLE MATERIAL INCLUDING, BUT NOT LIMITED TO, CLAY, MUCK, OR PEAT ARE TO BE USED FOR BACKFILL. ALL FILL OR BACKFILL SHALL BE EITHER SAND OR SANDY CLAY, FREE FROM ROOTS, TRASH, OR OTHER DEBRIS. ALL OTHER BACKFILL SHALL BE COMPACTED BY MACHINE OPERATION CAREFULLY TO 95% (OUTSIDE OF PAVING), 98% (UNDER PAVING) OF ITS OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698, LATEST.

GENERAL CONSTRUCTION NOTES

GENERAL:

1. ALL PAINTING SHALL COMPLY WITH NYSDOT SPECIFICATION 640

PREPARATION:

1. CLEAN AND PREPARE SURFACE FOR RECEIVING PAINT

NEW PAVEMENT:

1. ENSURE PAVEMENT IS SUFFICIENTLY CURED.

2. AIR BLAST PAVEMENT WITH A HIGH-PRESSURE SYSTEM TO REMOVE EXTRANEOUS AND LOOSE MATERIALS.

MATERIALS:

1. LAYOUT LINES AND SYMBOLS TO SPACING AND LOCATIONS SHOWN ON DRAWINGS.

2. APPLY PRIMER AS RECOMMENDED BY THE MANUFACTURER TO THE AREA RECEIVING PAVEMENT MARKINGS.

CONSTRUCTION:

1. ENSURE THAT BOTH THE PAVEMENT SURFACE AND THE AIR TEMPERATURE DURING APPLICATION ARE NOT LOWER THAN 50 DEGREES FAHRENHEIT.

2. PROVIDE PRELIMINARY LAYOUT FOR OWNER REVIEW PRIOR TO INSTALL OF PERMANENT PAVEMENT MARKINGS. LAYOUT PARKING STALLS AT

LOCATIONS AND EXTENTS AS SHOWN ON DRAWINGS. MAKE SURE DIMENSIONS FROM CENTER LINE TO CENTER LINE OF PARKING STALLS MATCH DIMENSIONS AS SHOWN ON DRAWINGS. DO NOT INSTALL PAVEMENT MARKING WITHOUT OWNER’S REVIEW OF THE LAYOUT.

3. INSTALL PAVEMENT MARKINGS AT LOCATIONS, SPACING, SIZE, AND EXTENTS AS SHOWN ON DRAWINGS.

4. APPLY PAVEMENT MARKING MATERIALS TO CLEAN AND DRY SURFACES.

5. APPLY PAVEMENT MARKING MATERIALS IN ACCORDANCE TO THE MATERIAL MANUFACTURER’S REQUIREMENTS AND RECOMMENDATIONS.

6. FOR PARALLEL DOUBLE LINES, PLACE PAINTING MATERIAL IN ONE PASS.

7. PLACE PAVEMENT MARKING LINES PARALLEL AND TRUE TO LINE.

8. ENSURE LINE ENDS SQUARE AND CLEAN.

9. ENSURE THE TOP OF PAVEMENT MARKING SMOOTH AND UNIFORM.

10. FOR PAINT, APPLY TWO APPLICATIONS OF PAINT TO PAVEMENT MARKINGS. ENSURE THE SECOND APPLICATION OF PAINT SQUARELY ON TOP OF THE

FIRST APPLICATION. TIME PERIOD BETWEEN TWO PAINT APPLICATIONS:

11. LADDER TYPE CROSSWALKS: SPREAD WHITE SHARP SAND OVER FRESH MARKING MATERIALS AT A RATE OF APPROXIMATELY ONE POUND PER

TWENTY SQUARE FEET.

12. PAINT APPLICATION THICKNESS: 15 MILS FOR EACH COAT

TOLERANCES:

1. WIDTH OF LINE: MUST NOT BE LESS THAN THE SPECIFIED LINE WIDTH OR GREATER THAN THE SPECIFIED LINE WIDTH BY 1/4 INCH.

2. THICKNESS: 10 PERCENT PLUS OR MINUS.

3. PARKING STALL AND ADA PATH WIDTH: 1/4 INCH FROM CENTER LINE TO CENTER LINE.

FIELD QUALITY CONTROL:

INSPECTION: OWNER WILL OBSERVE WORK AT THE FOLLOWING MILESTONES:

1. AFTER COMPLETION OF SURFACE PREPARATION AND BEFORE INSTALLING PRELIMINARY PAVEMENT MARKING LAYOUTS.

2. AFTER COMPLETION OF PRELIMINARY PAVEMENT MARKING LAYOUTS. OWNER WILL CHECK DIMENSIONS OF PARKING STALL LAYOUTS.

3. AFTER COMPLETION OF PAVEMENT MARKINGS.

PROTECTION:

1. PROTECT PAINTED SURFACES UNTIL DRY.

PAVEMENT STRIPING NOTES

313.50

313.00313.00

313.10

3.1

0313.20

313.20

313.30

313.40

313.50

313.60

313.70

312.70 312.80 312.90 313.00 313.10 313.20 313.30 313.40

313.50

S FRONTAGE RD

WASHINGTON AVE EXT

6 9 FT X 18 FT

90 DEG PARKING

STALLS

313.70

313.60 313.50

3.4

3.5

0 31 3.6

313.70 313.80

R5'

R30'

R25'

R50'

NOTE:

CONTOURS SHOWN ARE IN .10' INCREMENTS

ALBANY PINE BUSH

TRAIL HEAD # 6

KAIKOUT KILL BAREN

INSTALL ASPHALT

PAVEMENT 4285 SQFT

PER DETAIL

0+00

1+00

1+76

MATCH ELEVATION AT EXISTING

ROAD

42'

94.7'

18'

9.5'

41.00-2-48

THE STATE OF NEW

YORK

TAX PARCEL BOUNDARY

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285.00 285.20

285.40 285.60

285.80 286.00

286.20 286.40

286.60 286.80

287.00 287.20

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287.60

287.80

288.00 288.20

288.40 288.60

288.80

289.00

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5.4

5.6

5.8

6.0

286.00

6.2

6.4

6.6

287.00

288.60

288.80

20 28 9.

40 28 9.

WILLOW ST

ALBANY PINE BUSH

TRAIL HEAD #8

8 9 FT X 24 FT PARALLEL

PARKING STALLS

R7.5'

R25'

R10'

R8.5

MATCH HEIGHT OF EXISTING PAVEMENT

INSTALL 6400 SQFT

PAVEMENT ACCORDING

TO DETAIL SHEET

0+00.00

1+00.00

1+98.10

0+50.00

1+50.00

NOTE:

CONTOURS SHOWN ARE IN .10' INCREMENTS

28'

196'

EXISTING SPLIT RAIL FENCE TO REMAIN

INSTALL SPLIT RAIL

FENCE ACCORDING

TO DETAIL

24'

20'

16'

288.40 288.60

288.80

289.00

289.20

289.40

287.20

.40 287.60

287.80 288.00

288.20 288.40

288.60

288.80

289.00

ASSUMING 6 IN DEPTH OF GRAVEL

78 CY OF GRAVEL TO BE REMOVED AND

REPLACED WITH NATIVE SOIL

INSTALL SPLIT RAIL

FENCE ACCORDING

TO DETAIL

INSTALL SPLIT RAIL

FENCE ACCORDING

TO DETAIL

40.10-2-10.7

JOHN SIGDA

201 TERA CT

PARCEL BOUNDARY

R10

INSTALL NO

PARKING SIGN

INSTALL NO

PARKING SIGN

INSTALL NO

PARKING SIGN

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1.5"

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.\X re fs \s ta m p\ Fl or es

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GRADE

RAIL

RAIL RAIL

RAILRAIL

RAIL

DIG HOLE AND

COMPACT SOIL

AROUND POST

4' X 4"

CORNER

POST

10'-4" CENTER-TO-CENTER +/-

CONTRACTOR TO VERIFY SPACING

IN FIELD ONE SPAN AT A TIME

"GRADE

GRADE

10'-4" CENTER-TO-CENTER +/-

CONTRACTOR TO VERIFY SPACING

IN FIELD ONE SPAN AT A TIME

4' X 4"

END

POST

DIG HOLE AND

COMPACT SOIL

AROUND POST

DIG HOLE AND

COMPACT SOIL

AROUND POST

3' X 6"

INTERMEDIATE

POST

RAIL RAIL

RAIL4' X 4"

END

POST

3' X 6"

INTERMEDIATE

POST

10'-4" CENTER-TO-CENTER +/-

CONTRACTOR TO VERIFY SPACING

IN FIELD ONE SPAN AT A TIME

ISOMETRIC

PLAN

GENERAL NOTES:

1. THE FENCE SHALL BE A 2-RAIL SPLIT RAIL FENCE

2. POSTS SHALL BE FABRICATED FROM LOCUST WOOD AND RAILS FROM POPLAR HARDWOOD

3. POST HOLES SHALL BE DUG AT A LOCATION AND WIDTH SUFFICIENT THAT THE POST IS

CENTERED IN THE HOLE AND THE SOIL BACKFILL SURROUNDING THE POST CAN BE PROPERLY

COMPACTED BY UTILIZATION OF A TAMPING BAR

4. NO GATES WILL BE PROVIDED IN THE FENCE

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1.5" NYSDOT TYPE 6F TOP COURSE

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3.5" NYSDOT TYPE 3 BINDER COURSE

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12" NYSDOT TYPE 4 SUBBASE

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SCALE:

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CROSS REFERENCE:

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ASHALT PAVEMENT DETAIL

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NONE

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NONE

AutoCAD SHX Text NOTE: 1. WOVEN GEOTEXTILE MIRAFI 600X OR EQUAL BELOW SUBBASE WOVEN GEOTEXTILE MIRAFI 600X OR EQUAL BELOW SUBBASE

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(6") PAINT STRIP COLOR AS WHITE

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STALL

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(AS SHOWN)

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SCALE:

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CROSS REFERENCE:

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STRIPPING DETAIL

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NONE

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NONE

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SCALE:

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CROSS REFERENCE:

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42" SPLIT 2- RAIL FENCE

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NONE

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NONE

Sheets and Views

G-001-G-001

G-001-G-002

Kaikout Kill Baren Parking-C-101

Williow St Trail Parking - Copy-C-102

C-501-C-501

File details come from the government source that posted it. Updated Aug 18, 2026.