REVISED PLAN - OPWDD-258 Lapp Rd Clifton Park Bid set Rev 052125 For Permit.pdf
PDF 5 MB Posted
- Attached to
- CD21038 Lapp Road Driveway Replacement
- Solicitation number
- 2121610
- Issued by
- Saratoga County, New York
About this file
These documents are bid set plans for a driveway replacement project for the New York State Office for People with Developmental Disabilities (OPWDD) Capital District Developmental Disabilities Services Office (DDSO), located at 258 Lapp Road in Clifton Park, NY. The project involves comprehensive site improvements including complete removal of the existing asphalt/gravel driveway, site preparation, installation of a new subbase, repaving, a 6-foot privacy fence, and associated infrastructure upgrades. The bid set consists of six technical drawings detailing existing conditions, site layout, grading, drainage, erosion control measures, and standard construction details. The project requires mandatory attendance at a site visit, with quotes to be electronically submitted to Brooklyn.CMM.Bids@opwdd.ny.gov by 2:30 p.m. on 05/19/2025, with a final due date of 05/21/2025. The contract term is anticipated to be 120 days from award, with a required project completion timeline of 45 days.
Bidders must be registered with the New York State Department of Labor and provide a copy of their registration certificate with their quote. The project is not designated as a Service-Disabled Veteran-Owned Set Aside and appears to be open to qualified contractors. While a specific budget is not disclosed, the project involves significant infrastructure improvements and will require comprehensive documentation including insurance certificates, labor classifications, and detailed cost breakdowns. Contractors must comply with prevailing wage requirements and ensure continuous wheelchair access during construction. The project is funded through the OPWDD and is subject to state contract regulations, with potential considerations for minority and women-owned business enterprises (MWBE), though specific MWBE requirements are not explicitly mandated in the documentation.
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EXISTING CONDITIONS & REMOVALS PLAN
SITE LAYOUT PLAN
C-100 C-101 C-102
TITLE SHEETG-001
GENERAL DETAILS, SPECIFICATIONS & NOTESG-002
DRIVEWAY REPLACEMENT
LIST OF DRAWINGS
LOCATION PLAN-CLIFTON PARK
HOSTEL # SITE ADDRESS
H-9755 258 LAPP ROAD CLIFTON PARK, NY 12065
BI
D
S
ET
K B
P ro je ct
N o:
SHEET # SHEET DESCRIPTION
G-001
O
PW
D D
C
AP
IT
AL
D
IS
TR
IC
T D
D
SO
D
AT
E:
7/
/2
C O
VE
R
S H
EE
T
D R
IV
EW
AY
R
EP
AI
R S
44 HOLLAND AVE
ALBANY, NY 12229-0001
STANDARD DETAILSG-003
SHEET 1 OF 6
H-2134
6 SITESITE UTILITY, GRADING & DRAINAGE PLAN w/EROSION CONTROL MEASURES
BID SET PLANS
KB ENGINEERING & CONSULTING PLLC
105 Lakehill Road, Suite 2
PO Box 210 Burnt Hills, NY 12027-9432
Phone: (518) 280-0046 www.kbengineeringandconsulting.com
R
EV
: 0
5/
/2 conwaypj Accepted For Construction
No. Description Date
IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER
THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT
IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
DESCRIPTION OF THE ALTERATIONS, DATE AND ARCHITECT'S/ENGINEER'SSIGNATURE. COPYRIGHT © 2015
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE INFORMATION AND SHALL
BE USED FOR THEIR INTENDED PURPOSE. ONCE THE INTENDED PURPOSE HAS
CEASED, THE DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
Consultants
REVISIONS
OFFICE FOR PEOPLE WITH
DEVELOPMENT DISABILITIES
44 HOLLAND AVENUE
ALBANY, NY 12229
Client
Project Title
Drawing Title
Phase
Drawn By Checked By Date
KB KB
KB Project No:Seal & Signature
Drawing Number
07/07/22
21066
Land Surveyor
BID SET
DRIVEWAY REPLACEMENT
OPWDD CAPITAL DISTRICT DDSO
258 LAPP ROAD
CLIFTON PARK, NY 12065
OF 6
KB ENGINEERING & CONSULTING PLLC
105 Lakehill Road, Suite 2
PO Box 210 Burnt Hills, NY 12027-9432
Phone: (518) 280-0046 www.kbengineeringandconsulting.com
1. PER OPWDD COMMENTS03/24/22
BID SET PLANS
2. PER OPWDD COMMENTS05/21/25
G-002
General Details Specifications & Notes
STEPPED PAVEMENT TRANSITION DETAIL
(WITHIN DOT R.O.W.)
G-002
CRACK SEALER
EXISTING TOP COURSE:
THICKNESS UNKNOWN
EXISTING BINDER COURSE:
THICKNESS UNKNOWN
EXISTING SUBBASE:
THICKNESS UNKNOWN
SAWCUT @ 90 DEGREES
AND TACK COATE TYP.
SLOPE NEW SUBBUASE
TO MEET EXISTING
SUBBASE TYP.
SECTION AT EXISTING ROAD TO NEW APRON DETAIL
SCALE: N.T.S.
G-002
SLOPE @EX.PVMT CROWN
QUALITY LEVEL D (QL-D): QUALITY LEVEL D IS THE LOWEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON THE PLANS WAS DERIVED SOLELY FROM
EXISTING NYSDOT AND/OR UTILITY COMPANY RECORDS OR RECOLLECTIONS. (SHOWN AS QL-D)
SIDEWALK DETAIL
SCALE: N.T.S.
G-002
No. Description Date
IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER
THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT
IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
DESCRIPTION OF THE ALTERATIONS, DATE AND ARCHITECT'S/ENGINEER'SSIGNATURE. COPYRIGHT © 2015
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE INFORMATION AND SHALL
BE USED FOR THEIR INTENDED PURPOSE. ONCE THE INTENDED PURPOSE HAS
CEASED, THE DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
Consultants
REVISIONS
OFFICE FOR PEOPLE WITH
DEVELOPMENT DISABILITIES
44 HOLLAND AVENUE
ALBANY, NY 12229
Client
Project Title
Drawing Title
Phase
Drawn By Checked By Date
KB KB
KB Project No:Seal & Signature
Drawing Number
07/07/22
21066
Land Surveyor
BID SET
DRIVEWAY REPLACEMENT
OPWDD CAPITAL DISTRICT DDSO
258 LAPP ROAD
CLIFTON PARK, NY 12065
OF 6
KB ENGINEERING & CONSULTING PLLC
105 Lakehill Road, Suite 2
PO Box 210 Burnt Hills, NY 12027-9432
Phone: (518) 280-0046 www.kbengineeringandconsulting.com
1. PER OPWDD COMMENTS03/24/22
BID SET PLANS
2. PER OPWDD COMMENTS05/21/25
G-003
Standard Details
ASPHALT WING EDGE DETAIL
G-003
SOIL STOCKPILE DETAIL1
G-003
G-003
G-003
STONE CHECK DAM
8' (MAX.)
8"
6' / 3.5'
3'
2" MIN.
2" x 4" FENCE RAIL
(TYPICAL)
4" x 4" FENCE
POST (TYPICAL)
CONCRETE ANCHOR
FINISHED
NOTE:
6" PLANK BOARD
WITH 1/2" SPACING
2' MIN.CLEARENCE
GRADE
ALL FENCE MATERIALS TO BE PRESSURE TREATED
YELLOW PINE, CEDAR OR REDWOOD. ALL HARDWARE
AND ATTACHMENT DEVICES TO BE HOT-DIPPED
GALVANIZED.
SHORT TERM SHOULDER CLOSURE DETAIL SHORT TERM LANE CLOSURE DETAIL6
G-003
G-003
WOODEN PRIVACY FENCE DETAIL8
G-003
X
X
X
OHW
OHW
OHW
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W
OHW
OHW
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W
I
I
I
ST
' W
ID
E
EX.
ASPHALT/GRAVEL
TO BE REMOVED
CONTRACTOR TO PERFORM
STEPPED SAW CUT PER DETAIL
No. Description Date
IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER
THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT
IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
DESCRIPTION OF THE ALTERATIONS, DATE AND ARCHITECT'S/ENGINEER'SSIGNATURE. COPYRIGHT © 2015
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE INFORMATION AND SHALL
BE USED FOR THEIR INTENDED PURPOSE. ONCE THE INTENDED PURPOSE HAS
CEASED, THE DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
Consultants
REVISIONS
OFFICE FOR PEOPLE WITH
DEVELOPMENT DISABILITIES
44 HOLLAND AVENUE
ALBANY, NY 12229
Client
Project Title
Drawing Title
Phase
Drawn By Checked By Date
KB KB
KB Project No:Seal & Signature
Drawing Number
07/07/22
21066
Land Surveyor
BID SET
DRIVEWAY REPLACEMENT
OPWDD CAPITAL DISTRICT DDSO
258 LAPP ROAD
CLIFTON PARK, NY 12065
OF 6
KB ENGINEERING & CONSULTING PLLC
105 Lakehill Road, Suite 2
PO Box 210 Burnt Hills, NY 12027-9432
Phone: (518) 280-0046 www.kbengineeringandconsulting.com
1. PER OPWDD COMMENTS03/24/22
BID SET PLANS
2. PER OPWDD COMMENTS05/21/25
C-100
CONC CONCRETE
D DEED
ELEV ELEVATION
FFE FINISH FLOOR
GD GARAGE DOOR
LA LANDSCAPE AREA
MD MAN DOOR
MS MEASURED
PVC POLYVINYL CHLORIDE PIPE
UP UTILITY POLE
ABBREVIATIONS:
LEGEND:
SURVEY LINE TYPES:
UTILITY LINE TYPES:
AIR CONDITIONING UNIT
BASELINE POINT
BENCHMARK
CONIFEROUS TREE
DECIDUOUS BUSH/SHRUB
DECIDUOUS TREE
ELECTRIC JUNCTION BOXES
E ELECTRIC METER
FIRE HYDRANT
FLAGPOLE
G GAS METER
GEN GENERATOR
MAILBOX
PIPE INVERT
POLE W/ LIGHT
PROPERTY MARKER (FOUND)
SA SEWER MANHOLE (SANITARY)
SPOT ELEVATION
STUMP
T TELEPHONE JUNCTION BOX
UTILITY POLE
WATER VALVE
CONTOUR (MINOR)
CONTOUR (MAJOR)
EASEMENT LINE
EDGE OF PAVEMENT
FENCE (CHAINLINK)
FENCE (VINYL)
OVERHEAD WIRES
PROPERTY BOUNDARY
SLOPE - TOP/BOTTOM
STORM SEWER LINE
SURVEY BASELINE
WOODS LINE
1. BOUNDARY AND TOPOGRAPHIC SURVEY, HOSTEL 9755, MAP NO. 64, PARCEL NO. 64, LOT 2, BBB-19, TOWN OF CLIFTON PARK, COUNTY OF SARATOGA, STATE OF NEW YORK, BY FOIT
ALBERT ASSOCIATES, PROJ NO. 21001.34, DATED 10/14/2021.
2. TAPE SURVEY BY ENGINEER ON 11/29/2021.
3. COORDINATES ARE REFERENCED TO THE NEW YORK STATE PLANE COORDINATE SYSTEM
EAST ZONE, NAD 83.
4. ELEVATIONS ARE REFERENCED TO THE NAVD 88 VERTICAL DATUM.
5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS
SUBJECT TO ANY STATE OF FACTS THAT MAY BE REVEALED BY AN EXAMINATION OF SUCH.
6. ALL UNDERGROUND UTILITIES ARE DEPICTED AT SUE "QUALITY LEVEL C" AND HAVE BEEN
LOCATED FROM FIELD SURVEY AND RECORD INFORMATION PROVIDED. THE SURVEYOR
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN AT QUALITY LEVEL C ARE IN THE
EXACT LOCATION INDICATED. ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM RECORD INFORMATION AVAILABLE, THE SURVEYOR HAS NOT PHYSICALLY LOCATED
THE UNDERGROUND UTILITIES. IT IS THE CLIENTS' RESPONSIBILITY TO VERIFY THE LOCATION
OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND TO PROTECT SAID UTILITIES FROM ANY
DAMAGE.
7. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY, DRAWING, DESIGN,
SPECIFICATION, PLAN OR REPORT IS A VIOLATION OF SECTION 7209, PROVISION 2 OF THE NEW
YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MAP
MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL AND SIGNATURE
SHALL BE CONSIDERED TO BE VALID TRUE COPIES.
SURVEY NOTES:
Existing Conditions & Removals Plan
1. ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO BEGINNING
DEMOLITION WORK.
2. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES (WATER, SANITARY, GAS,
ELECTRIC, TELEPHONE, AND CATV) PRIOR TO COMMENCING WORK. REPORT FINDINGS
TO OWNER AND ENGINEER.
3. UPON REMOVAL OF ASPHALT, CONTRACTOR TO COORDINATE WITH ENGINEER TO
WITNESS 3-4 SHALLOW TESTPITS (BY CONTRACTOR) TO ESTABLISH/EVALUATE THE
SUBBASE AND SUBGRADE IN REPAVEMENT AND NEW PAVEMENT AREAS.
4. BASED ON TESTPIT FINDINGS, SUBBASE SECTION MAY INCREASE AND BE INCLUDED AS
AN ALTERNATE.
PLAN NOTES:
REMOVE EXISTING GRASS, TOPSOIL, AND EARTH TO A
DEPTH SUFFICIENT TO INSTALL NEW PAVEMENT OR
PROVIDE SPECIFIC GRADING AND POSITIVE DRAINAGE.
LEGEND:
REMOVE EXISTING ASPHALT PAVEMENT/GRAVEL AND
EARTH TO A DEPTH SUFFICIENT TO INSTALL SUBBASE
ASND ASPHALT PAVEMENT PER DETAILS/SPECIFICATIONS
X
X
X
X
X
X
OHW
OHW
OHW
OHW
OHW
OHW
OHW
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
OHW
OHW
OHW
OHW
OHW
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
I
II
I
I
I
ST
ST
ST
ST
E E
X X X X X X
INSTALL 6' HIGH PRIVACY
FENCE (SEE DETAIL 8/G-003)
CONTRACTOR TO AQUIRE PERMIT REQUIRED
FROM TOWN HIGHWAY AUTHORITY FOR ALL
WORK PERFORMED IN TOWN RIGHT-OF-WAY -
SEE DETAIL 6/G-003
INSTALL ASPHALT WING EDGE -
SEE DETAIL 5/G-003
No. Description Date
IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER
THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT
IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
DESCRIPTION OF THE ALTERATIONS, DATE AND ARCHITECT'S/ENGINEER'SSIGNATURE. COPYRIGHT © 2015
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE INFORMATION AND SHALL
BE USED FOR THEIR INTENDED PURPOSE. ONCE THE INTENDED PURPOSE HAS
CEASED, THE DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
Consultants
REVISIONS
OFFICE FOR PEOPLE WITH
DEVELOPMENT DISABILITIES
44 HOLLAND AVENUE
ALBANY, NY 12229
Client
Project Title
Drawing Title
Phase
Drawn By Checked By Date
KB KB
KB Project No:Seal & Signature
Drawing Number
07/07/22
21066
Land Surveyor
BID SET
DRIVEWAY REPLACEMENT
OPWDD CAPITAL DISTRICT DDSO
258 LAPP ROAD
CLIFTON PARK, NY 12065
OF 6
KB ENGINEERING & CONSULTING PLLC
105 Lakehill Road, Suite 2
PO Box 210 Burnt Hills, NY 12027-9432
Phone: (518) 280-0046 www.kbengineeringandconsulting.com
1. PER OPWDD COMMENTS03/24/22
BID SET PLANS
2. PER OPWDD COMMENTS05/21/25
Site Layout Plan
C-101
1. ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO BEGINNING
DEMOLITION WORK.
2. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES (WATER, SANITARY, GAS,
ELECTRIC, TELEPHONE, AND CATV) PRIOR TO COMMENCING WORK. REPORT FINDINGS
TO OWNER AND ENGINEER.
3. UPON REMOVAL OF ASPHALT, CONTRACTOR TO COORDINATE WITH ENGINEER TO
WITNESS 3-4 SHALLOW TESTPITS (BY CONTRACTOR) TO ESTABLISH/EVALUATE THE
SUBBASE AND SUBGRADE IN REPAVEMENT AND NEW PAVEMENT AREAS.
4. BASED ON TESTPIT FINDINGS, SUBBASE SECTION MAY INCREASE AND BE INCLUDED AS
AN ALTERNATE.
PLAN NOTES:
AREA OF NEW / REPLACEMENT PAVEMENT
LEGEND:
X
X
X
X
X
X
OHW
OHW
OHW
OHW
OHW
OHW
OHW
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
OHW
OHW
OHW
OHW
OHW
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
O H
W O
H W
I
II
I
I
I
ST
ST
ST
ST
E E
X X X X X X
INSTALL 6' HIGH PRIVACY
FENCE (SEE DETAIL 8/G-003)
INSTALL STONE LEVEL SPREADER
TO DAYLIGHT TO EX. SWALE.
(SEE DETAIL 4/G-003)
CONTRACTOR TO INSTALL
CHECK DAM PER DETAIL
(SEE DETAIL 7/G-003)
8 32
7 32
TEMPORARY SOIL STOCKPILE AREA
- SEE DETAIL 1/G-003
No. Description Date
IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER
THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT
IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
DESCRIPTION OF THE ALTERATIONS, DATE AND ARCHITECT'S/ENGINEER'SSIGNATURE. COPYRIGHT © 2015
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE INFORMATION AND SHALL
BE USED FOR THEIR INTENDED PURPOSE. ONCE THE INTENDED PURPOSE HAS
CEASED, THE DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
Consultants
REVISIONS
OFFICE FOR PEOPLE WITH
DEVELOPMENT DISABILITIES
44 HOLLAND AVENUE
ALBANY, NY 12229
Client
Project Title
Drawing Title
Phase
Drawn By Checked By Date
KB KB
KB Project No:Seal & Signature
Drawing Number
07/07/22
21066
Land Surveyor
BID SET
DRIVEWAY REPLACEMENT
OPWDD CAPITAL DISTRICT DDSO
258 LAPP ROAD
CLIFTON PARK, NY 12065
OF 6
KB ENGINEERING & CONSULTING PLLC
105 Lakehill Road, Suite 2
PO Box 210 Burnt Hills, NY 12027-9432
Phone: (518) 280-0046 www.kbengineeringandconsulting.com
1. PER OPWDD COMMENTS03/24/22
BID SET PLANS
2. PER OPWDD COMMENTS05/21/25
C-102
Site Grading & Drainage Plan w/Erosion and Sediment Control Measures
Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens Lum. Watts Arr. Watts Total Watts LLD LDD BF LLF BUG Rating Description
2 LA-III-HS SINGLE 1751 26 26 52 0.950 0.950 1.000 0.903 B0-U1-G1 COL12-VLED-ASY-24LED-350mA-WW-HS 1 LA-V SINGLE 2351 26 26 26 0.950 0.950 1.000 0.903 B2-U1-G1 COL12-VLED-SYM-24LED-350mA-WW
1. CONTRACTOR TO INSTALL TEMPORARY STAFF CONSTRUCTION ENTRANCE PER
OWNER. REMOVE AND RESTORE IN KIND UPON COMPLETION OF CONSTRUCTION.
PLAN NOTES:
| G-001 Clifton Cover Sheet - G-000 |
| G-002 G-002-Details - G-002 |
| G-003 G-003-Details - G-002 |
| C-100 C-100 Existing Conditions - C-100 |
| C-101 C-101 Site Layout Utility - C-101 |
| C-102 C-103 Site Grading ESC - C-102 |
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