Matton_Shipyard_Bid Drawings_2026-05-20.pdf

PDF 11 MB Posted May 27, 2026

Attached to: Matton Shipyard Improvements State and local contract opportunity
Solicitation number: 2135517
Issued by: Albany County, New York

About this file

Written by GovTribe AI · May 27, 2026

This is a bid drawings document for the Matton Shipyard Improvements project, a State of New York contract opportunity located at Peebles Island State Park in Cohoes. The project encompasses site improvements including installation of an asphalt path, parking access improvements, new pedestrian lighting with poles and bases, conduit and wiring installation, camera equipment wiring, site furnishings, signage, fencing removal with new gate installation, and site restoration work. The project will be awarded as a single prime contract with a bid closure date of June 10, 2026 at 10:00 AM. The bid drawings document provides detailed specifications and visual representations necessary for contractors to develop accurate cost estimates and implementation plans for all scope components.

The project includes a 30 percent Minority and Women Business Enterprise (MWBE) contracting goal that must be met by the awarded contractor. No business enterprises have been awarded identical or substantially similar procurement contracts within the past five years, indicating this is a new initiative for the Matton Shipyard site. The drawings serve as the primary technical reference for bidders to understand project requirements, site conditions, and specifications for all proposed improvements.

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Other files attached to Matton Shipyard Improvements, newest first.
File	Type	Posted
Matton Shipyard_Invitation to Bid.pdf	PDF	May 27, 2026
Project Manual.pdf	PDF	May 27, 2026

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COVER SHEET

G-001

MATTON SHIPYARD

PHASE 3 - SITE IMPROVEMENTS

1 DELAWARE AVENUE NORTH

COHOES, NY 12047

SITE LOCATION MAPPROJECT LOCATION MAP

CIVIL:

PEEBLES ISLAND STATE PARK

LIST OF DRAWINGS

G-001 COVER SHEET

GENERAL:

DMC

JAR

Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

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Erie Canalway Heritage Fund, Inc.

PO BOX 219

WATERFORD, NEW YORK 12188

Phase 3 - Site Improvements

MATTON SHIPYARD

1 DELAWARE AVE NORTH

COHOES, NEW YORK 12047

ISSUED FOR BID

05/20/2026

It is a violation of New York Education Law Art. 145 Sec 7209 & Art. 147 Sec. 7307, for any person, unless actin under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or lan surveyor shall affix to the item their seal and notation

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

PROJECT NAME:

CLIENT NAME:

PROJECT

LOCATION

C-100 SITE PLAN

ELECTRICAL SITE PLAN

ELECTRICAL:

ELECTRICAL DETAILS

ELECTRICAL NOTES, SYMBOL LEGEND & ABBREVIATIONS

ELECTRICAL DETAILS

ELECTRICAL ONE LINE DIAGRAMS

E-050 E-601

E-001

E-602 E-603

C-500 SITE DETAILS

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HUDSON RIVER

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MOHAWK RIVER

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RAILROAD DRIVE

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PEEBLES ISLAND STATE PARK

LP-1

LP-2

LP-3

LP-4

LP-5

LP-6

LP-7

LP-8

DMC

JAR

Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

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Erie Canalway Heritage Fund, Inc.

PO BOX 219

WATERFORD, NEW YORK 12188

Phase 3 - Site Improvements

MATTON SHIPYARD

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

PROJECT NAME:

CLIENT NAME:

SITE PLAN

C-100

9'-0" 9'-0"

18'-0"

SITE REMOVALS LEGEND:

18'-0" 9'-0"

9'-0"

6'-0"

C-100

1 SITE PLAN

SCALE: 1/32" = 1'-0" C-100

2 SITE REMOVALS PLAN

SCALE: 1/64" = 1'-0"

R 16'-0"

±16'-0"

SITE PLAN LEGEND:

LP-#

SITE PLAN NOTES:

C100

4 BENCH

SCALE: NTS

NOTES:

C100

3 PICNIC TABLE

SCALE: NTS

NOTES:

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EXISTING UTILITY POLE WITH FLOOD LIGHT ATTACHED

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CARPENTER SHOP

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OFFICE BUILDING

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PATH: 6' WIDE ASPHALT WALK, (TYP)

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AutoCAD SHX Text E602

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PATH: 6' WIDE ASPHALT WALK, (TYP)

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AutoCAD SHX Text E602

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BENCH ON 3.5'W X 7'L CONCRETE PAD, (TYP OF 3)

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PET WASTE STATION

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INTERPRETIVE SIGN, - "THE MAHICANS". FINAL LOCATIONS TO BE FIELD DETERMINED

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RESTORE EXISTING GRAVEL PAVEMENT DISTURBED BY WORK

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EXISTING PATH TO REMAIN

AutoCAD SHX Text 18'X18' ASPHALT WALK PAVEMENT WITH 12" DEPTH OF NEW SUBBASE MATERIAL. INCLUDES NEW PARKING STRIPING, SYMBOLS AND SIGNAGE

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PROVIDE SMOOTH TRANSITION WITH EXISTING ASPHALT

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EXISTING UTILITY POLE WITH FLOOD LIGHT ATTACHED

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EXISTING UTILITY POLE WITH FLOOD LIGHT ATTACHED

AutoCAD SHX Text CONTRACTOR TO CAREFULLY REMOVE AND SALVAGE EXISTING FLAGPOLE - AND DELIVER TO OWNER AT PEEBLES ISLAND

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NAUTICAL FLAGPOLE

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EXISTING FEATURE TO BE REMOVED

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EXISTING GRAVEL PAVEMENT TO BE REMOVED OR REWORKED

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20'W BARRIER GATE & LANDING POSTS

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AutoCAD SHX Text C500

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AutoCAD SHX Text C100

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PICNIC TABLE ON 8'W X 10'L CONCRETE PAD, (TYP OF 3)

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AutoCAD SHX Text C100

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AutoCAD SHX Text C500

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LIGHTPOLE, (TYP) SEE ELECTRICAL SITE PLAN SHEET E-050

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PULL BOX/HAND HOLE, (TYP) SEE ELECTRICAL SITE PLAN SHEET E-050

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UNDERGROUND UTILITY CABLE OR LINE, (TYP) SEE ELECTRICAL SITE PLAN SHEET E-050

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AutoCAD SHX Text E602

AutoCAD SHX Text 18'X18' ASPHALT WALK PAVEMENT WITH 12" DEPTH NEW SUBBASE MATERIAL PARKING STRIPING, SYMBOLS AND SIGNAGE N.I.C.

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AutoCAD SHX Text E602

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AutoCAD SHX Text C500

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20'W BARRIER GATE & LANDING POSTS

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REGRADE AND COMPACT EXISTING GRAVEL TO PROVIDE DRIVE WIDTH & EDGE RADIUS

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AutoCAD SHX Text C500

AutoCAD SHX Text PARK RULES & REGS. SIGN WITH TRAIL MAP; SIGN AND POSTS ARE BY CONTRACTOR, GRAPHIC CONTENT TO BE SUPPLIED BY OWNER

AutoCAD SHX Text 8,8B

AutoCAD SHX Text C500

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EXISTING FENCE

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EXISTING GRAVEL PAVEMENT

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EXISTING CHAIN LINK FENCE REMAINS

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REMOVE EXISTING CHAIN LINK FENCE

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REMOVE EXISTING CHAIN LINK FENCE & GATE

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REMOVE EXISTING CHAIN LINK FENCE & GATE

AutoCAD SHX Text REMOVE & REWORK EXISTING GRAVEL PAVEMENT; REMOVE EXISTING SURFACE VEGETATION TO MEET PROPOSED PAVEMENT EDGE

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CONCRETE PAD

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EXISTING CHAIN LINK FENCE

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GRAVEL PAVEMENT

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EXISTING BUILDING

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ASPHALT PAVEMENT

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ASPHALT WALK

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EXISTING GRAVEL PAVEMENT

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LIGHTING POLE

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UG POWER CABLE & PULL BOX

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UG SECURITY CABLE & PULL BOX

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INTERPRETIVE SIGN - "SHIPYARD HISTORY"

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INTERPRETIVE SIGN - "LASTING IMPACT"

AutoCAD SHX Text ENTRANCE SIGN: POSTS AND SIGN BY CONTRACTOR; SIGN GRAPHIC CONTENT TO BE PROVIDED BY OWNER

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AutoCAD SHX Text C500

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1. SEE DRAWING E-602 FOR SOIL EXCAVATION NOTES. SEE DRAWING E-602 FOR SOIL EXCAVATION NOTES. 2. SEE DRAWING E-602 FOR ASPHALT PATH/WALK SEE DRAWING E-602 FOR ASPHALT PATH/WALK INFORMATION. 3. SEE DRAWING E-050 FOR ELECTRICAL AND SIGNAL SEE DRAWING E-050 FOR ELECTRICAL AND SIGNAL WIRE TRENCHING

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EXISTING PARKING AREA

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1. BENCH: 6 FT LENGTH 'CONTOUR BENCH', PAD MOUNT, RECYCLED PLASTIC LUMBER SEAT; STEEL COMPONENTS FINISH: BROWN POWDER COAT BY JAMESTOWN ADVANCED PRODUCTS OR APPROVED EQUAL. 2. SURFACE MOUNT WITH CONCRETE WEDGE ANCHORS AND TAMPER RESISTANT NUTS.

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CENTER BENCH ON 3'-6 X 7'-0" CONCRETE PAD, SEE DETAIL 3/C500

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AutoCAD SHX Text 6'-0"

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FINISH GRADE

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1. PICNIC TABLE: 6 FT 'UNIVERSAL ACCESS PICNIC TABLE' WITH TREATED LUMBER TABLE TOP AND SEAT; STEEL FRAME COLOR: BROWN POWDER COAT BY JAMESTOWN ADVANCED PRODUCTS CORP. OR APPROVED EQUAL. 2. SURFACE MOUNT WITH CONCRETE WEDGE ANCHORS AND TAMPER RESISTANT NUTS.

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FINISH GRADE

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CENTER TABLE IN 8' WIDE X 10' LONG CONCRETE PAD, SEE DETAIL 3/C500

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FINISH GRADE

AutoCAD SHX Text PARK RULES & REGS. SIGN WITH TRAIL MAP; SIGN AND POSTS ARE BY CONTRACTOR, GRAPHIC CONTENT TO BE SUPPLIED BY OWNER

AutoCAD SHX Text 8,8B

AutoCAD SHX Text C500

AutoCAD SHX Text PARK RULES & REGS. SIGN WITH TRAIL MAP; SIGN AND POSTS ARE BY CONTRACTOR, GRAPHIC CONTENT TO BE SUPPLIED BY OWNER

AutoCAD SHX Text 8,8B

AutoCAD SHX Text C500

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PARKING SIGN (TYP. OF 2)

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C500

NOTES

PLAN VIEW

BASE PLATE

SIDE VIEW-TYPICAL FRONT VIEW - SINGLE POST FRONT VIEW - DOUBLE POST

NOTES:

DMC

JAR

Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

L\ Pr oj ec ts \N

O ffi ce o f P ar ks a nd

R ec re at io n\

- D

U ps ta te

T er m \2

- M at to n Sh ip ya rd S ec ur ity S ys te m \0

6_ Dr aw in gs \E le ct ric al

\C -1

-5

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Erie Canalway Heritage Fund, Inc.

PO BOX 219

WATERFORD, NEW YORK 12188

Phase 3 - Site Improvements

MATTON SHIPYARD

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

PROJECT NAME:

CLIENT NAME:

SITE DETAILS

C-500 C500

4 BARRIER GATE

SCALE: NTS

C500

1 INTERPRETIVE SIGN

SCALE: NTS

C500

5 SIGN MOUNTING DETAIL

SCALE: NTS

C500

3 CONCRETE PAD

SCALE: NTS

C500

7 STEEL BOLLARD GATE LANDING POST

SCALE: NTSC500

2 NAUTICAL FLAGPOLE DETAIL

SCALE: NTS

C500

8 PARK SIGN & FOOTING DETAILS

SCALE: NTS

ENTRANCE SIGN PANEL NOTES:

GRAPHIC ELEVATION

SIGN FRAME - X-SECTIONSIGN FRAME - SECTION SIGN FOOTING - SECTION

C500

6 PET WASTE STATION

SCALE: NTS

SIGN NOTES:

C500

8A G3 - PARK ENTRANCE SIGN

SCALE: NTS

C500

8B K1 - REGULATORY SIGN

SCALE: NTS

REGULATORY SIGN PANEL NOTES:

PARKING REG. SIGN SCHEDULE

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1. PROVIDE TUBULAR BARRIER GATE (STANDARD OF QUALITY IS GALVANIZED STEEL S-SERIES TUBULAR BARRIER DOUBLE GATE AS MANUFACTURED BY HOOVER FENCE CO., OR APPROVED EQUAL). INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE A 4" O.D. GATE LATCH POST AND HARDWARE TO SECURE EACH LEAF IN THE OPEN CONDITION. 3. GATE TO BE PAINTED. FINAL COLOR SELECTION BY OWNER FROM MANUFACTURER'S STANDARD COLORS. 4. LOCK(S) PROVIDED BY OWNER.

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BELL SHAPED CONCRETE FOOTING, 4,000 PSI (MIN.)

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CENTER GATE IN ROADWAY

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MALLEABLE BUTT HINGE (TYP)

AutoCAD SHX Text 16"

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4" HF40GATE POST (TYP)

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8' HINGE POST

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4" ALUMINUM POST CAP (TYP)

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2" ALUMINUM POST CAP FOR GATE (TYP)

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INDUSTRIAL FULCRUM DOUBLE GATE LATCH

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PROVIDE 4" TOPSOIL ABOVE FOOTINGS

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(TYP)

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(TYP)

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PROVIDE 360°GATE SWING

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STEEL BOLLARD GATE LANDING POST, (TYP)

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AutoCAD SHX Text C500

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12" DIA. CONCRETE BASE, 4,000 PSI CONCRETE

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4'-0" MIN.

AutoCAD SHX Text 1 1/2"

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3/4" CHAMFER ALL AROUND

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FINISHED GRADE

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FINISHED GRADE

AutoCAD SHX Text 0.5" THICK CUSTOM HIGH PRESSURE LAMINATE (CHPL) SIGN PANEL WITH THREADED MOUNTING HOLES TO BE PROVIDED BY OWNER TO CONTRACTOR FOR INSTALLATION ON NEW PEDESTAL

AutoCAD SHX Text 3'-8 7/8"

AutoCAD SHX Text 3"x3" PEDESTAL POST

AutoCAD SHX Text 6"x6"x3/8" BASE PLATE

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5/8" HOLE

AutoCAD SHX Text 1/2" DIA. ANCHOR BOLTS. CONTRACTOR TO VERIFY BOLTS AND PLATE DIMENSIONS FROM SIGN SUPPLIER PRIOR TO CASTING BOLTS INTO CONCRETE BASE.

AutoCAD SHX Text 3'-8 1/2"

AutoCAD SHX Text 45°'

AutoCAD SHX Text 12"x12"x3/16" MOUNTING PLATE

AutoCAD SHX Text 3"x3" PEDESTAL POST

AutoCAD SHX Text NOTES: : 1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING CONCRETE, PEDESTALS AND ANCHOR BOLTS; AND INSTALL OF THE SIGN. OWNER IS RESPONSIBLE FOR PROVIDING THE SIGN PANEL TO THE CONTRACTOR FOR INSTALLATION. 2. PROVIDE SURFACE MOUNT POST PEDESTAL: PROVIDE SURFACE MOUNT POST PEDESTAL: - MODEL #SP1212 SINGLE POST FOR 24"x28" SIGN MODEL #SP1212 SINGLE POST FOR 24"x28" SIGN - MODEL #SP1212 SINGLE POST FOR 24"X 36" SIGN AND MODEL #SP1212 SINGLE POST FOR 24"X 36" SIGN AND - MODEL #DP1212 DOUBLE POST FOR 18" X 44" SIGN. MODEL #DP1212 DOUBLE POST FOR 18" X 44" SIGN. 3. PEDESTAL POSTS, MOUNTING PLATES AND BASE PLATES TO BE PEDESTAL POSTS, MOUNTING PLATES AND BASE PLATES TO BE PROVIDED BY FOSSIL INDUSTRIES OR APPROVED EQUAL.

AutoCAD SHX Text 2"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 12"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 3'-8 7/8"

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UNDISTURBED OR COMPACTED SUBGRADE

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FINISHED GRADE

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5/16" OVAL SLOTS

AutoCAD SHX Text 24"x36" SIGN, PRE-THREADED FOR MOUNTING

AutoCAD SHX Text SECURE WITH SS TAMPER RESISTANT BOLTS: 1/4"-20 THREAD WITH ANTI-VANDAL BUTTON HEAD

AutoCAD SHX Text 18"x44" SIGN, PRE-THREADED FOR MOUNTING

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UNDISTURBED OR COMPACTED SUBGRADE

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EQ.

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EQ.

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EQ.

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EQ.

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EQ.

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EQ.

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8" NYSDOT SUBBASE COURSE TYPE 2 MATERIAL

AutoCAD SHX Text 24"x48"x6" THICK CONCRETE PAD WITH 6x6-W2.9X2.9 WWF

AutoCAD SHX Text 4'-0"

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SEE PARKING REGULATORY SIGN SCHEDULE

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FASTEN SIGN WITH MIN OF (2) 1/4" DIA. LOCK BOLTS

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GALV. STEEL "U" SECTION POST *

AutoCAD SHX Text CONCRETE FOOTING 4,500 psi CONCRETE

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1. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE SUBGRADE ELEVATION UP TO A SPECIFIED GRADE, THE FILL MATERIAL PLACED SHALL BE IN CONFORMANCE WITH SECTION 203- EXCAVATION AND EMBANKMENT SECTION 203- EXCAVATION AND EMBANKMENT - EXCAVATION AND EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS.

AutoCAD SHX Text 6x6-W2.9x2.9 WWF

AutoCAD SHX Text 4" OF 4,500 CONCRETE NYSDOT STANDARD OF 4,500 CONCRETE NYSDOT STANDARD 4,500 CONCRETE NYSDOT STANDARD CONCRETE NYSDOT STANDARD SPECIFICATIONS SECTIONS NO. 500 AND 608SECTIONS NO. 500 AND 608

AutoCAD SHX Text 6" COURSE OF NYSDOT SUBBASE COURSE COURSE OF NYSDOT SUBBASE COURSE TYPE 2 NYSDOT STANDARD SPECIFICATIONS SECTION 304. COMPACTED TO 95% MODIFIED . COMPACTED TO 95% MODIFIED PROCTOR

AutoCAD SHX Text GEOTEXTILE MIRAFI 140N FOR SUBGRADE STABILIZATION NYSDOT STANDARD SPECIFICATIONS SECTION 207SECTION 207

AutoCAD SHX Text COMPACTED SUBGRADE OR COMPACTED SELECT GRANULAR FILL AS REQUIRED TO BRING SUBBASE TO CORRECT GRADE. SEE NOTE.

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3" MIN

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6" MIN

AutoCAD SHX Text 6"

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1. BOLLARD FINISH: BOLLARD FINISH: PREPARE GALVANIZED COATING TO RECEIVE PAINTED FINISH. APPLY (1) COAT OF RUST INHIBITOR PRIMER. APPLY (2) COATS OF GLOSS ENAMEL (COLOR TO BE SELECTED BY THE OWNER.) 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI @ 28 DAYS. 4,500 PSI @ 28 DAYS. @ 28 DAYS. 3. ALL CONCRETE SHALL HAVE A SLUMP OF NO GREATER THAN 4" ALL CONCRETE SHALL HAVE A SLUMP OF NO GREATER THAN 4" (WITH A TOLERANCE OF 1"). 4. ALL CONCRETE SHALL HAVE A 5% ENTRAINED AIR (WITH A ALL CONCRETE SHALL HAVE A 5% ENTRAINED AIR (WITH A TOLERANCE OF 1%) CONFORMING WITH ASTM C260.ASTM C260..

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FORM ROUNDED TOP WITH CONCRETE TO CAP PIPE

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PAINT EXPOSED SURFACE

AutoCAD SHX Text 4" I.D. GALVANIZED SCH. 40 STEEL PIPE; PIPE SHALL CONTINUE FULL DEPTH OF FOOTING PROVIDE & INSTALL GALV. STEEL HARDWARE TO RECEIVE/SECURE GATE ARM

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SLOPE CONCRETE SURFACE FOR POSITIVE DRAINAGE

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FINISHED GRADE

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EXISTING SUBGRADE

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CONCRETE FOOTING

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BOLLARD TO BE FILLED WITH 4,500 PSI CONCRETE CONCRETE

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL CONFIRM POLE HEIGHT AND CORRESPONDING FOUNDATION DESIGN PRIOR TO FLAGPOLE RELOCATION. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. CONTRACTOR TO PROVIDE AND INSTALL ONE 4'X6' US FLAG. CONTRACTOR TO INSTALL (2) ADDITIONAL OWNER-PROVIDED FLAGS.

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14 GA FLUSH SEAM SPUN ALUMINUM GOLD ANODIZED BALL

AutoCAD SHX Text REVOLVING CAST ALUMINUM TRUCK WITH ONE (1) 2 " DIA. ALUM. SHEAVE THAT 38" DIA. ALUM. SHEAVE THAT REVOLVES ON A " DIA. S.S. PIN. 12" DIA. S.S. PIN. TRUCK REVOLVES ON S.S. BALL BEARINGS MOUNTED ON AN ALUM. SPINDLE

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THREE (3) WHITE NYLON HALYARDS

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SIX (6) 3 "BRONZE SWIVEL TYPE 12"BRONZE SWIVEL TYPE SNAPHOOKS

AutoCAD SHX Text TAPERED ALUM. YARDARM WIHT WELDED PADEYE, SINGLE SHEAVE PULLEY, HALYARD AND SNAPHOOKS AT EA. END. 8'-0"X 4" X 3" DIAMETER

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WELDED ALUM. PADEYE

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STAINLESS STEEL QUICKLINK

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SINGLE SHEAVE PULLEY

AutoCAD SHX Text ALUMINUM ASTM B241 CONE-TAPERED ALLOY 6063-T6 SEAMLESS FLAGPOLE WITH A POLISHED SATIN BRUSH FINISH PER AA M32

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THREE (3) CAST ALUMINUM CLEATS MOUNTED WITH 2-5/16" SS FLATHEAD MACHINE SCREWS

AutoCAD SHX Text 2-0"

AutoCAD SHX Text 5'-0"

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3/4" DIA. STEEL LIGHTNING ARRESTOR SPIKE, EXTENDS 12" BELOW FOOTING

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6" DIA. SQUARE STEEL PLATE WELDED TO SLEEVE

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STEEL PLATE BASE PLATE WELDED TO SLEEVE

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THREE (3) STEEL CENTERING WEDGES @ 120° O.C.

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16 GA. CORRUGATED GALV. STEEL SLEEVE

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CLEAR SILICONE CAULK

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SPUN ALUMINUM FLASH COLLAR TO MATCH POLE

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2" ELASTOMERIC SEALANT

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UNTREATED HARDWOOD WEDGES

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CONCRETE BELL-SHAPED FOOTING, 4,000 PSI

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TAMPED WITH CLEAN DRY SAND

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1. ENTRANCE SIGN SHALL BE DOUBLE SIDED. ENTRANCE SIGN SHALL BE DOUBLE SIDED. 2. ALL PRIMARY SIGNAGE PANEL LETTERFORMS TO BE ALL PRIMARY SIGNAGE PANEL LETTERFORMS TO BE DIE CUT REFLECTIVE VINYL COLOR SC-W2 3. ALL SECONDARY SIGNAGE PANEL LETTERFORMS TO ALL SECONDARY SIGNAGE PANEL LETTERFORMS TO BE APPLIED VINYL COLOR SC-W1. 4. ALL EXPOSED SIGN PANEL AND HARDWARE / ALL EXPOSED SIGN PANEL AND HARDWARE / FASTENER SURFACES TO MATCH COLOR SC-G. 5. ALL TEXT TO BE PROXIMA NOVA BOLD. ALL TEXT ALL TEXT TO BE PROXIMA NOVA BOLD. ALL TEXT SHALL BE WHITE ONLY.

AutoCAD SHX Text 10 GALLON ALUMINUM WASTE RECEPTACLE WITH 50 COUNT BAG WITH BAG RESTRAINT AND STAINLESS STEEL HINGED LID

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DOG WASTE SYSTEM DISPENSER

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10' 11-GAGUE GALVANIZED U-CHANNEL STEEL POST

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'PET WASTE, PLEASE CLEAN UP AFTER YOUR DOG' SIGN

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GRADE

AutoCAD SHX Text NOTES: 1. BASIS OF DESIGN: BELSON OUTDOORS PET WASTE BASIS OF DESIGN: BELSON OUTDOORS PET WASTE STATION (MODEL# PBARK-467) OR APPROVED EQUAL. ALL COMPONENTS TO BE INSTALLED PER MANUFACTURER RECOMMENDATIONS 2. COLOR-GREEN. COLOR-GREEN. 3. CONTRACTOR TO SUPPLY (10) 50 COUNT BOXES OR CONTRACTOR TO SUPPLY (10) 50 COUNT BOXES OR RECEPTACLE LINERS. MAKE: DOGIPOT, MODEL# S-20825 4. CONTRACTOR TO SUPPLY (10) 200 COUNT BOXES OF CONTRACTOR TO SUPPLY (10) 200 COUNT BOXES OF WASTE BAGS. MAKE:DOGIPOT, MODEL# S-15585

AutoCAD SHX Text CONCRETE FOOTING 4,500 psi CONCRETE

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1. PROVIDE AND INSTALL SIGN POSTS & FRAME IN PROVIDE AND INSTALL SIGN POSTS & FRAME IN FOOTINGS, AND SIGNS AS DETAILED 2. CONTRACTOR TO SUPPLY AND INSTALL THE FOLLOWING CONTRACTOR TO SUPPLY AND INSTALL THE FOLLOWING SIGNS; A. (1) ONE- 4' X 6' ENTRANCE SIGN B. (3) THREE -2'-8" X 4'-8 " SIGNS 12" SIGNS 3. PROVIDE ALL HARDWARE AND MOUNTING COMPONENTS.PROVIDE ALL HARDWARE AND MOUNTING COMPONENTS.

AutoCAD SHX Text FINAL SIGNAGE DESIGN TO BE PROVIDED BY NYS PARKS TO CONTRACTOR FOR USE IN ORDERING SIGNAGE

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SIGN POST FOOTING

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SIGN POST FOOTING

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AutoCAD SHX Text FINAL SIGNAGE DESIGN TO BE PROVIDED BY NYS PARKS TO CONTRACTOR FOR USE IN ORDERING SIGNAGE

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1. REGULATORY SIGNS SHALL BE SINGLE SIDED. REGULATORY SIGNS SHALL BE SINGLE SIDED. 2. ALL PRIMARY SIGNAGE PANEL LETTERFORMS ALL PRIMARY SIGNAGE PANEL LETTERFORMS TO BE DIE CUT REFLECTIVE VINYL COLOR SC-W2 3. ALL SECONDARY SIGNAGE PANEL ALL SECONDARY SIGNAGE PANEL LETTERFORMS TO BE APPLIED VINYL COLOR SC-W1. 4. ALL EXPOSED SIGN PANEL AND HARDWARE ALL EXPOSED SIGN PANEL AND HARDWARE / FASTENER SURFACES TO MATCH COLOR SC-G. 5. ALL TEXT TO BE PROXIMA NOVA BOLD. ALL ALL TEXT TO BE PROXIMA NOVA BOLD. ALL TEXT SHALL BE WHITE ONLY.

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WHITE/ BLUE

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GREEN/ WHITE

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RESERVED

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PARKING

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NY R7-8D

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LEGEND

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BCK GRND

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NUMBER

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FACE

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NO.

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COLORS

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SIZE

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SIGN

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SIGN

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MIN

MUTCD

Phase 3 - Site Improvements

LP-1

LP-2

LP-3

LP-4

LP-5

LP-6

LP-7

LP-8

SP-2

LP-1

LP-2

LP-3

LP-4

LP-5

LP-6

LP-7

LP-8

SP-2

SP-1

DMC

JAR

Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

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Erie Canalway Heritage Fund, Inc.

PO BOX 219

WATERFORD, NEW YORK 12188

Phase 3 - Site Improvements

MATTON SHIPYARD

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

PROJECT NAME:

CLIENT NAME:

ELECTRICAL

SITE PLAN

E-050N N

E-050

1 ELECTRICAL SITE PLAN

SCALE: 1/32" = 1'-0" E-050

2 ELECTRICAL SITE CONTEXT PLAN

SCALE: 1/128" = 1'-0"

1A E602

1B E602

1C E602

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LPR-1

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CS-01

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LPR-2

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CS-02

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CS-03

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LPR-1

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CS-01

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LPR-2

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CS-02

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CS-03

AutoCAD SHX Text EXISTING LIGHT POLE (EXLP) WITH STREET LIGHT AND FLOOD LIGHT ATTACHED. PROVIDE ONE (1) POLE MOUNTED NETWORK SWITCH CABINET WITH NETWORK SWITCH AND UPS. MOUNT ENCLOSURE MINIMUM 8' ABOVE FINISHED GRADE. MOUNT LICENSE PLATE READER CAMERA AT A MINIMUM 10' AFG AND 36" BELOW OVERHEAD UTILITY POWER LINES.

AutoCAD SHX Text EXISTING ELECTRICAL PANEL. PROVIDE TWO SINGLE POLE 20AMP CIRCUIT BREAKERS IN EXISTING SPACES FOR POLE MOUNTED ENCLOSURE/EQUIPMENT POWER.

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EXISTING UTILITY POLE WITH FLOOD LIGHT ATTACHED

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EXISTING UTILITY POLE WITH STREET LIGHT AND FLOOD LIGHT ATTACHED

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EXISTING UTILITY POLE TO REMAIN; NO LIGHT FIXTURE ATTACHED

AutoCAD SHX Text PROVIDE (1) 12 FOOT SECURITY POLE (SP-2) MINIMUM 5' FROM OVERHEAD LINES. MOUNT LICENSE PLATE READER CAMERA AT A MINIMUM 10' AFG.

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CARPENTER SHOP

AutoCAD SHX Text PROVIDE LIGHTING POLE WITH BASE, POLE MOUNTED LIGHTING FIXTURE, CSA CABINET AND ONE (1) HIGH-SPEED DOME CAMERA MOUNT BELOW LIGHT FIXTURE.

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OFFICE BUILDING

AutoCAD SHX Text PROVIDE LIGHTING POLE WITH BASE AND POLE MOUNTED LIGHTING FIXTURE, AND CONDUIT/WIRE FROM PULL BOX TO LP-8.

AutoCAD SHX Text PROVIDE LIGHTING POLE WITH BASE, POLE MOUNTED LIGHTING FIXTURE AND ONE (1) HIGH-SPEED DOME CAMERA MOUNT BELOW LIGHT FIXTURE.

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TREE REMOVAL/BRANCH TRIMMING FOR LINE OF SIGHT

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PROPOSED TRANSCEIVER CORRIDOR

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TREE REMOVAL/BRANCH TRIMMING FOR LINE OF SIGHT

AutoCAD SHX Text MOUNT WIRELESS TRANSCEIVER (NANO M5) MINIMUM 20' AFG AT CORNER OF EXISTING BUILDING.

AutoCAD SHX Text PROVIDE ONE (1) 12 FOOT SECURITY POLE (SP-1) AND MOUNT WIRELESS TRANSCEIVER MINIMUM 10' AFG

AutoCAD SHX Text PROVIDE LIGHTING POLE WITH BASE, POLE MOUNTED LIGHTING FIXTURE, CSA ENCLOSURE AND ONE (1) HIGH-SPEED DOME CAMERA MOUNTED BELOW LIGHT FIXTURE.

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PROVIDE LIGHTING POLE WITH BASE AND POLE MOUNTED LIGHTING FIXTURE.

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PROVIDE LIGHTING POLE WITH BASE AND POLE MOUNTED LIGHTING FIXTURE.

AutoCAD SHX Text PROVIDE LIGHTING POLE WITH BASE AND POLE MOUNTED LIGHTING FIXTURE, AND CONDUIT/WIRE FROM LP-5 TO LP-7 .

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PROVIDE LIGHTING POLE WITH BASE AND POLE MOUNTED LIGHTING FIXTURE.

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PULL BOX/HANDHOLE, (TYP)

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CONDUIT TRENCH IN LAWN (TYP)

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3 #12 AND 1 #12 EGC IN 1" UNDERGROUND CONDUIT (TYP).

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PPB-1

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SPB-1

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SPB-3

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PPB-3

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SPB-2

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PPB-2

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THREE (3) CAT6 POE CABLES IN 1" UNDERGROUND CONDUIT.

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SPB-4

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PPB-4

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SPB-5

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PPB-5

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ONE (1) CAT6 POE CABLE IN 1" UNDERGROUND CONDUIT.

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RESTORE EXISTING GRAVEL PAVEMENT DISTURBED BY WORK

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CONDUIT TRENCH IN EXISTING PAVEMENT

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TYP.

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TYP.

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E602

4" SAND ENCASEMENT (ALL

SIDES OF CONDUIT) FOR BOTH

SCHEDULE 80 PVC CONDUIT UNLESS

OTHERWISE SHOWN ON PLANS.

12"

WITH DETECTABLE ALUMINUM FOIL CORE.

WORDING "CAUTION ELECTRIC LINE BELOW"

LOCATE TAPE 12" ABOVE TOP OF CONDUIT

FOR BOTH GRASS AND PAVEMENT.

GEOTEXTILE STABILIZATION FABRIC

ADJACENT LAWN AREAS:

PROVIDE 6" DEPTH TOPSOIL

AND SEED AND MULCH TOO

ESTABLISH PERMANENT

TURFGRASS

1.5" ASPHALT TOP COURSE, 9.5

mm F2 TOP COURSE

2.5" ASPHALT BINDER COURSE, 19

mm F9 BINDER COURSE

IN ASPHALT PAVEMENT: INITIAL

FULL DEPTH SAW CUT

FINAL SAW CUT. MATCH EXISTING

PAVEMENT. BOX CLEAN, APPLY TACK

COAT 0.05 GAL/SY ALL ASPHALT

SURFACES. CAP SEAM WITH SEALER

EXISTING

PAVEMENT

IN ASPHALT PAVEMENT:

IN GRAVEL PAVEMENT:

COMPACTED CRUSHED STONE SUBBASE

TO MEET EX. FINISH GRADE

EXTEND BINDER COURSE TO MATCH

EXISTING PAVEMENT DEPTH

SUBBASE COURSE MATERIAL CONFORMING WITH

NYSDOT SUBBASE COURSE TYPE 2. COMPACTED

TO 95% OF DRY DENSITY AS DETERMINED BY THE

MODIFIED PROCTOR ANALYSIS.

10-15 5 4.5

REINFORCING

ROD

LENGTH (FT.)

FOUNDATION

BURIAL

DEPTH "H" (FT.)

POLE HEIGHT

(FT.)

FIN. GRADE

POLE BASE COVER

LOCK NUTS

LEVELING NUTS

8-#6 REBAR & #4 TIES

1" RIGID, GALVANIZED STEEL CONDUITS POURED IN PLACE, QTY

AND ORIENTATION OF CONDUITS TO MEET FIELD CONDITIONS.

REFER TO NOTE 4.

POLE. REFER TO

NOTE E

GENERAL NOTES:

TOP OF CONCRETE FOUNDATION. (TROWEL SMOOTH AND

LEVEL)

CONCRETE SHALL BE 5000 PSI @ 28 DAYS. CONCRETE

SHALL BE VIBRATED.

VERIFY OPENING SIZE IN POLE BASE PLATE PRIOR TO

SETTING CONDUIT SLEEVES.

EXTEND CONDUITS 12" ABOVE TOP OF FORM. TERMINATE

CONDUITS WITH INSULATED THROAT BUSHINGS.

POLE: NOMINAL 14FT TALL, STRAIGHT, SQUARE SHAFT,

FABRICATED FROM HIGH TENSILE CARBON STEEL. POLE

SHAFT SHALL BE ONE PIECE, ROLLED & FLATTENED INTO

SHAPE WITH VERTICAL WELDED SEAM. POLE BASE SHALL BE

OF SIMILAR MATERIAL, WELDED TO SHAFT. POLE TOP SHALL

BE FLAT STEEL STOCK, PERMANENTLY SECURED TO SHAFT &

SEALED WEATHERTIGHT. POLE SHALL BE PROVIDED WITH

HANDHOLE & COVER, NOM. 18" ABOVE BASE. POLES SHALL

BE PROVIDED WITH ALL ANCHOR BOLTS, NUTS, WASHERS,

INSTALLATION TEMPLATES, ETC., REQ'D FOR

INSTALLATION.POLE FINISH SHALL BE POLYESTER POWDER

COAT, ELECTROSTATICALLY APPLIED OVER CORROSION

RESISTANT UNDERCOAT, COLOR AS SELECTED BY

ARCHITECT.

MANUFACTURERS:

UNITED LIGHTING STANDARDS INC. US POLE CO. INC. VALMONT

INDUSTRIES OR APPROVED EQUIVALENT.

6" 6"

2' - 0"

FOR EACH SWITCHLEG IN EACH POLE PROVIDE THE FOLLOWING SIZED

FOR APPROPRIATE WIRE SIZE:

- BUSSMANN "TRON" WEATHERPROOF FUSE HOLDERS #HEB/HEX

BREAKAWAY SERIES WITH FNQ FUSES OR EQUAL. FUSES SHALL BE TIME

DELAYED AND SIZED AT 300% OF LUMINAIRE FLA.

- PROVIDE BUSSMANN "TRON" WEATHERPROOF NON-FUSIBLE #HET

BREAKAWAY SERIES OR EQUAL FOR NEUTRAL CONDUCTORS.

A A

MAX

LENGTH

12"

WIDTH

SECTION A-A

COVER DETAIL

CRUSHED STONE

SAND BED OR CONCRETE

AS CALLED FOR IN DETAIL

3" MIN ABOVE AND

BELOW CONDUIT

3/8"-16 UNC STAINLESS

STEEL HEX HEAD BOLT

WITH WASHER (TYP OF 2)

1/2"X4" PULL SLOT

LOGO

PLAN VIEW

SKID RESISTANT HEAVY

DUTY COVER WITH LOGO

PRECAST POLYMER

CONCRETE (STACKABLE) PULL

BOXES.

QUAZITE #PC SERIES OR EQUAL

CONDUIT

GASKET

BOX AND COVER

FLUSH

WITH GRADE

GRADE

CONDUIT

LIGHTING

HANDHOLE SCHEDULE

DESIGNATION LENGTH WIDTH DEPTH SERVICE

PPB 24" 13" 12" POWER

SPB 24" 13" 12" SIGNAL

12"

ELECTRICAL

DETAILS

E-601

DMC

JAR

Revisions

NO: DATE: DESCRIPTION:

NOT FOR CONSTRUCTION

DRAWING NAME:

5/ 6/

P M

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

L\ Pr oj ec ts \N

O ffi ce o f P ar ks a nd

R ec re at io n\

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Erie Canalway Heritage Fund, Inc.

PO BOX 219

WATERFORD, NEW YORK 12188

Security Systems Improvements

MATTON SHIPYARD

05/15/2026

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

PROJECT NAME:

CLIENT NAME:

E-601

1 CONDUIT TRENCH DETAIL - IN EXISTING PAVEMENTS

SCALE: NTS

E-601

2 LIGHTING POLE FOUNDATION DETAIL

SCALE: NTS

E-601

3 LIGHTING POLE DETAIL

SCALE: NTSE-601

4 HAND HOLE DETAIL

SCALE: NTS

E601

GENERAL NOTES (CSA AND NETWORK ENCLOSURES AND CAMERA DETAILS):

1. MOUNT CSA ENCLOSURES ON OPPOSITE SIDE FROM LUMINAIRE ON LIGHTING

POLE.

2. MOUNT PTZ CAMERAS PERPENDICULAR TO LUMINAIRE ON LIGHTING POLE.

3. SEE DETAILS ON DRAWING E-602 AND SPECIFICATIONS FOR PRODUCT DETAIL.

ELECTRICAL

DETAILS

E-602

DMC

JAR

Revisions

NO: DATE: DESCRIPTION:

NOT FOR CONSTRUCTION

DRAWING NAME:

5/ 6/

P M

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

L\ Pr oj ec ts \N

O ffi ce o f P ar ks a nd

R ec re at io n\

- D

U ps ta te

T er m \2

- M at to n Sh ip ya rd S ec ur ity S ys te m \0

6_ Dr aw in gs \E le ct ric al

\E -6

.d w g

Erie Canalway Heritage Fund, Inc.

PO BOX 219

WATERFORD, NEW YORK 12188

Security Systems Improvements

MATTON SHIPYARD

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

PROJECT NAME:

CLIENT NAME:

E-602

2 ASPHALT WALK DETAIL

SCALE: NTS

6" 6"

1.5% MAX

CROSS SLOPE

WIDTH VARIES

(SEE PLANS)

NOTES:

1. MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE DEPARTMENT

OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED "CURRENT

VERSION", AND ALL ADDENDA THERE TO.

2. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 - SUBBASE COURSE OF THE ABOVE REFERENCED NYSDOT

STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS.

3. HOT MIX ASPHALT (WMA) PAVEMENT SHALL CONFORM WITH SECTION 400-HOT MIX ASPHALT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS. ALTHOUGH SECTION 400 IN ITS ENTIRETY IS REFERENCED, THE HOT MIX ASPHALT (WMA) PAVEMENT(S) SPECIFIED FOR THIS CONTRACT SHALL BE AS SPECIFIED UNDER SECTION 403-HOT MIX ASPHALT (WMA) PAVEMENTS FOR MUNICIPALITIES.

4. TACK COAT WHEN SPECIFIED OR CALLED OUT IN THESE DRAWINGS OR REQUIRED BY THE REFERENCED SPECIFICATIONS SHALL CONFORM WITH SECTION 407-TACK COAT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS.

5. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSES OF BRINGING THE SUBGRADE ELEVATION UP TO A SPECIFIED GRADE, THE FILL MATERIAL PLACED SHALL BE IN CONFORMANCE WITH SECTION 203-EXCAVATION AND EMBANKMENT

OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS.

6. PAVEMENT SECTION SHOWN IS PRELIMINARY. PRIOR TO BIDDING AND COMMENCEMENT OF CONSTRUCTION, THE FINAL DESIGN OF THE PAVEMENT SECTION MUST BE PREPARED BY A NYS LICENSED PROFESSIONAL ENGINEER AND MUST BE

BASED ON A CURRENT GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT.

1 1/2" TOP COURSE OF MATERIAL CONFORMING WITH NYSDOT

WARM-MIX ASPHALT, 9.5mm F2 TOP COURSE

2 1/2" BINDER COURSE OF MATERIAL CONFORMING WITH

NYSDOT WARM-MIX ASPHALT, 19 mm F9 BINDER COURSE

6" SUBBASE COURSE MATERIAL CONFORMING WITH

NYSDOT SUBBASE COURSE TYPE 2. COMPACTED TO 95%

OF DRY DENSITY AS DETERMINED BY THE MODIFIED

PROCTOR ANALYSIS.

IMPORTED TOPSOIL, SEED &

MULCH, SEE SPECIFICATIONS

6'-0" TYP.

ASPHALT WALK -

BINDER & TOP COURSE

6" SUBBASE COURSE

BACKFILL WITH IMPORTED TOPSOIL;

SEED & MULCH TO ESTABLISH LAWN

PROOF ROLLED SUBGRADE OR

ON-SITE SUITABLE FILL

SECTION A

6" EXTENSION OF SUBBASE BEYOND

LIMIT OF ASPHALT BINDER AND TOP

COURSE (BOTH SIDES)

E-602

1 TYPICAL SECTIONS: PATH, LIGHTING POLES AND WIRING CONDUIT TRENCH

SCALE: NOT TO SCALE

POLE

2'-9"

4" 6"

EXCAVATE TO 4" BELOW

EXISTING GRADE

±2'-0" TYP,

BOTH SIDES

6'-0" TYP.

ASPHALT WALK -

BINDER & TOP COURSE

6" SUBBASE COURSE

BACKFILL WITH IMPORTED TOPSOIL;

SEED & MULCH TO ESTABLISH LAWN

PROOF ROLLED SUBGRADE OR

ON-SITE SUITABLE FILL

6" EXTENSION OF SUBBASE BEYOND

LIMIT OF ASPHALT BINDER AND TOP

COURSE (BOTH SIDES)

LIGHTING POLE

FOUNDATION

EXCAVATE TO 4" BELOW

EXISTING GRADE

ELECTRIC WIRING IN

CONDUIT IN FOUNDATION

±2'-0" TYP,

BOTH SIDES

6'-0" TYP.

ELECTRIC & SECURITY

WIRING CONDUIT TRENCH

EXISTING

GRADE

LIGHTING POLE

FOUNDATION

EXISTING

GRADE

ELECTRIC WIRING IN

CONDUIT IN FOUNDATION

SECURITY WIRING IN CONDUIT

IN FOUNDATION WHERE

INDICATED ON PLANS

POLE

2'-9"

EXISTING

GRADE

±2'-9"

EXISTING

GRADE

EXISTING

GRADE

±2'-0" TYP,

BOTH SIDES

ASPHALT WALK -

BINDER & TOP COURSE

6" SUBBASE COURSE

PROOF ROLLED SUBGRADE OR

ON-SITE SUITABLE FILL

EXCAVATE TO 4" BELOW

EXISTING GRADE

BACKFILL WITH IMPORTED TOPSOIL;

SEED & MULCH TO ESTABLISH LAWN

6" EXTENSION OF SUBBASE BEYOND

LIMIT OF ASPHALT BINDER AND TOP

COURSE (BOTH SIDES)

PROVIDE 6" IMPORTED

TOPSOIL; SEED & MULCH TO

ESTABLISH LAWN

COMPACTED TRENCH

BACKFILL

DETECTABLE

WARNING TAPE12

DETECTABLE

WARNING TAPE

PROVIDE 6" IMPORTED

TOPSOIL; SEED & MULCH TO

ESTABLISH LAWN

SECTION B

SECTION C

COMPACTED TRENCH

BACKFILL

EXISTING

GRADE

6" 6"

E602

TOPSOIL REMOVED FOR PATH

SUBBASE SHALL BE DISPOSED

OF BY CONTRACTOR OFF SITE

TOPSOIL REMOVED FOR PATH

SUBBASE SHALL BE DISPOSED

OF BY CONTRACTOR OFF SITE

TOPSOIL REMOVED FOR PATH

SUBBASE SHALL BE DISPOSED

OF BY CONTRACTOR OFF SITE

12"

SOIL EXCAVATION NOTES:

1. THERE IS POTENTIAL THAT THE SOIL MATERIALS WITHIN THE EXCAVATION AREAS

MAY BE CONTAMINATED, THEREFORE THE FOLLOWING SOIL MANAGEMENT

PROTOCOLS SHALL BE EMPLOYED.

2. TOPSOIL EXCAVATED FOR THE PATH AND SOIL EXCAVATED FOR THE ELECTRICAL

CONDUIT AND LIGHT POLES SHALL BE STOCKPILED (ON SITE AT AN AREA

DESIGNATED BY THE OWNER'S REPRESENTATIVE) ON A 6 MIL POLY BARRIER AND

ALSO COVERED WITH A 6 MIL POLY BARRIER. THE POLY BARRIER SHALL BE

SECURED TO THE GROUND TO PROTECT FROM RAINWATER AND SOIL TRANSPORT

FROM WIND.

2. TOPSOIL MATERIALS EXCAVATED (TOP 4") FROM EXISTING GRADE SHALL BE

STRIPPED AND STOCKPILED SEPARATELY FROM THE REMAINING EXCAVATED

MATERIAL.

3. SOIL CHARACTERIZATION SAMPLES SHALL BE TAKEN BY THE OWNER FROM THE

MATERIAL STOCKPILES AND LABORATORY TESTED. SOIL DISPOSAL PROTOCOLS

SHALL BE ESTABLISHED BASED ON THE SOIL TEST RESULTS.

4. DISPOSAL OF THE STOCKPILED MATERIAL IS NOT WITHIN THE CONTRACTOR'S BASE

SCOPE IF THE STOCKPILE MATERIAL TESTING INDICATES THAT THE SOIL REQUIRES

DISPOSAL AT A CERTIFIED DISPOSAL FACILITY. IF THE STOCKPILED MATERIAL

SAMPLING CONCLUDES THAT THE SOIL IS NOT CONTAMINATED THEN IT SHALL BE

DISPOSED OF OFF-SITE BY THE CONTRACTOR WITHIN THEIR BASE SCOPE OF WORK.

5. THE SITE IS LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES. THE

CONTRACTOR SHALL COORDINATE SCHEDULING OF SITE EXCAVATION ACTIVITIES

WITH THE OWNER'S REPRESENTATIVE AS EXCAVATION ACTIVITIES SHALL BE

CONDUCTED IN THE PRESENCE OF A NYS ARCHAEOLOGIST FOR MONITORING

PURPOSES.

TRENCH IN LAWN AREAS

E601

SIM.

ELECTRIC &

SECURITY WIRING

CONDUIT TRENCH

SPECIAL NOTE:

1. THE SECURITY EQUIPMENT (CAMERAS, PoE INJECTORS, NETWORK SWITCH, NANO

M5 AND CAMERA MOUNTS) HAVE BEEN PURCHASED BY THE OWNER AND WILL BE

DELIVERED TO THE CONTRACTOR FOR CONTRACTOR TO INSTALL.

AND NETWORK ENCLOSURE

E-602

AND NETWORK ENCLOSURE

E-602

1 TYPICAL SECTIONS: PATH, LIGHTING POLES AND WIRING CONDUIT TRENCH

SCALE: NOT TO SCALE

5 120V POWER SURGE PROTECTION FOR CSA AND NETWORK ENCLOSURES

SCALE: NTS

HE EXTENSION RING, RUN A 14/3 SOLID BX

ROUND THE INSIDE OF THE ENCLOSURE NO LESS

REFER TO POWER SURGE SUPPRESSION DETAIL.

FOUR SCREW DOWN TIE-WRAP HOLDERS. SPACE

. 2" HORIZONTAL AND 4" VERTICAL.

GEOVISION GV-APOE0811 PoE SWITCH, FURNISHED BY

DITEK DTK-WM4NETS POE SURGE PROTECTOR

MINIMUM OF 2 ACTIVE PORTS.

SINGLE DUPLEX RECEPTACLE AND EXTENSION RING

LING CLEARANCE.

DITEK DTK-120HW POWER SURGE SUPPRESSOR.

TES INSTALLATION:

POWER SURGE

PROTECTOR

POWER JUNCTION BOX

WITH EXTENSION RING

DTK-120HW

DITEK

OR APPROVED

EQUAL

BLACK WIRES

WHITE WIRES

GREEN WIRES

FEED LINERETURN LINE IN

OUT (MIN. 3')(PROTECTED)

120VAC POWER FEED

FROM BLDG. BREAKER 2

POWER SURGE

PROTECTOR

DTK-120HW

DITEK

OR APPROVED

EQUAL

BLACK WIRES

WHITE WIRES

GREEN WIRES

FEED LINE

OUT (MIN. 3')

POWER JUNCTION BOX

WITH EXTENSION RING

RETURN LINE IN

(PROTECTED)

120VAC POWER FEED

FROM BLDG. BREAKER

LESS

TAIL.

SPACE

NISHED BY

TOR

ON RING

SSOR.

1.5% MAX

CROSS SLOPE

NOTES:

1. MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NE

DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRU

MATERIALS, DATED "CURRENT VERSION", AND ALL ADDENDA THERE TO.

2. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 - SUBBASE COURSE OF THE AB

NYSDOT STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS.

3. HOT MIX ASPHALT (WMA) PAVEMENT SHALL CONFORM WITH

SECTION 400-HOT MIX ASPHALT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIF

THE TYPE CALLED OUT IN THESE DRAWINGS. ALTHOUGH SECTION 400 IN ITS ENTIRETY I

THE HOT MIX ASPHALT (WMA) PAVEMENT(S) SPECIFIED FOR THIS CONTRACT SHALL

UNDER SECTION 403-HOT MIX ASPHALT (WMA) PAVEMENTS FOR MUNICIPALITIES.

4. TACK COAT WHEN SPECIFIED OR CALLED OUT IN THESE DRAWINGS OR REQUIRED BY THE

SPECIFICATIONS SHALL CONFORM WITH SECTION 407-TACK COAT OF THE ABOVE REFERE

STANDARD SPECIFICATIONS.

5. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSES OF BRINGING THE SUBGRADE EL

SPECIFIED GRADE, THE FILL MATERIAL PLACED SHALL BE IN CONFORMANCE WITH SECTIO

203-EXCAVATION AND EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD SP

6. PAVEMENT SECTION SHOWN IS PRELIMINARY. PRIOR TO BIDDING AND COMMENCEMENT O

CONSTRUCTION, THE FINAL DESIGN OF THE PAVEMENT SECTION MUST BE PREPARED BY

PROFESSIONAL ENGINEER AND MUST BE BASED ON A CURRENT GEOTECHNICAL REPORT

THIS PROJECT.

PWR SURGE

PROTECTOR

E601

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

NETWORK ENCLOSURE

PWR SURGE

PROTECTOR

OUT IN

�3�:�5��6�8�5�*�(

�3�5�2�7�(�&�7�2�5

�2�8�7

�ˇ

�2�8�7

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

PWR SURGE

PROTECTOR

ESS

AIL.

PACE

N RING

6" 6"

1.5% MAX

CROSS SLOPE

WIDTH VARIES

(SEE PLANS)

NYSD

N O P

PWR SURGE

PROTECTOR

OUT IN

1 2

�3�:�5��6�8�5�*�(

�3�5�2�7�(�&�7�2�5 �2�8�7

�ˇ

�2�8�7

LESS

TAIL.

SPACE

NISHED BY

TOR

ON RING

SSOR.

1.5% MAX

CROSS SLOPE

NOTES:

1. MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NE

DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRU

MATERIALS, DATED "CURRENT VERSION", AND ALL ADDENDA THERE TO.

2. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 - SUBBASE COURSE OF THE AB

NYSDOT STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS.

3. HOT MIX ASPHALT (WMA) PAVEMENT SHALL CONFORM WITH

SECTION 400-HOT MIX ASPHALT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIF

THE TYPE CALLED OUT IN THESE DRAWINGS. ALTHOUGH SECTION 400 IN ITS ENTIRETY I

THE HOT MIX ASPHALT (WMA) PAVEMENT(S) SPECIFIED FOR THIS CONTRACT SHALL

UNDER SECTION 403-HOT MIX ASPHALT (WMA) PAVEMENTS FOR MUNICIPALITIES.

4. TACK COAT WHEN SPECIFIED OR CALLED OUT IN THESE DRAWINGS OR REQUIRED BY THE

SPECIFICATIONS SHALL CONFORM WITH SECTION 407-TACK COAT OF THE ABOVE REFERE

STANDARD SPECIFICATIONS.

5. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSES OF BRINGING THE SUBGRADE EL

SPECIFIED GRADE, THE FILL MATERIAL PLACED SHALL BE IN CONFORMANCE WITH SECTIO

203-EXCAVATION AND EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD SP

6. PAVEMENT SECTION SHOWN IS PRELIMINARY. PRIOR TO BIDDING AND COMMENCEMENT O

CONSTRUCTION, THE FINAL DESIGN OF THE PAVEMENT SECTION MUST BE PREPARED BY

PROFESSIONAL ENGINEER AND MUST BE BASED ON A CURRENT GEOTECHNICAL REPORT

THIS PROJECT.

PWR SURGE

PROTECTOR

E601

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

NETWORK ENCLOSURE

PWR SURGE

PROTECTOR

OUT IN

�3�:�5��6�8�5�*�(

�3�5�2�7�(�&�7�2�5

�2�8�7

�ˇ

�2�8�7

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

PWR SURGE

PROTECTOR

ESS

AIL.

PACE

N RING

6" 6"

1.5% MAX

CROSS SLOPE

WIDTH VARIES

(SEE PLANS)

NYSD

N O P

PWR SURGE

PROTECTOR

OUT IN

1 2

�3�:�5��6�8�5�*�(

�3�5�2�7�(�&�7�2�5 �2�8�7

�ˇ

�2�8�7

ON SHALL BE IN CO

T) STANDARD SPEOUT IN

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

�3�:�5��6�8�5�*�(

�3�5�2�7�(�&�7�2�5

�2�8�7

�ˇ

�2�8�7

PWR SURGE

PROTECTOR

OUT N

�ˇ

LESS

TAIL.

SPACE

TOR

ON RING

CROSS SLOPE

PWR SURGE

PROTECTOR

OUT IN

�3�:�5��6�8�5�*�(

�3�5�2�7�(�&�7�2�5

�2�8�7

�ˇ

�2�8�7

6" 6"

WIDTH VARIES

(SEE PLANS)

NYSD

N O P

OUT IN

�3�:�5��6�8�5�*�(

�3�5�2�7�(�&�7�2�5

�2�8�7

�ˇ

�ˇ �ˇ

1.5% MAX

CROSS SLOPE

PWR SURGE

PROTECTOR

OUT N

�ˇ

WIDTH VARIES

PWR SURGE

PROTECTOR

OUT N

1 2

OUT N

�ˇ

PWR SURGE

PROTECTOR OUT N

OUT N

�ˇ

�ˇ �ˇ

E-602

4 CSA CABINET

SCALE: NTS

NETWORK ENCLOSURE

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

E-602

3 NETWORK SWITCH CABINET

SCALE: NTS

�3�:�5��6�8�5�*�(

�3�5�2�7�(�&�7�2�5

�2�8�7

�ˇ

�2�8�7

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

PWR SURGE

PROTECTOR

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

NETWORK ENCLOSURE

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

�3�:�5��6�8�5�*�(

�3�5�2�7�(�&�7�2�5

�2�8�7

�ˇ

�2�8�7

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

PWR SURGE

PROTECTOR

PWR SURGE

PROTECTOR

OUT N

�ˇ

PWR SURGE

PROTECTOR

OUT IN

1 2

OUT IN

�3�:�5��6�8�5�*�(

�3�5�2�7�(�&�7�2�5

�2�8�7

�ˇ

�2�8�7

PWR SURGE

PROTECTOR

OUT N

�ˇ

�2�8�7�2 �8 �7

�2 �8 �7 �2�8�7

�ˇ �ˇ

KEYED NOTES (CSA AND NETWORK ENCLOSURES):

PROVIDE SINGLE DUPLEXRECEPTACLE AND EXTENSION RING FOR CABLING

CLEARANCE.

USING THE EXTENSION RING, RUN A 14/3 SOLID BX CABLE AROUND THE

INSIDE OF THE ENCLOSURE NO LESS THAN 3 FEET. REFER TO POWER SURGE

PROTECTION DETAIL 5/E-602.

PROVIDE DITEK DTK-WM8NETS PoE SURGE PROTECTOR WITH A MINIMUM OF

6 ACTIVE PORTS.

PROVIDE MINIMUM FOUR SCREW DOWN TIE-WRAP HOLDERS. SPACE AS

NEEDED TO PROPERLY SUPPORT EQUIPMENT.

INSTALL GEOVISION GV-APOE811 PoE SWITCH, FURNISHED BY OTHERS.

PROVIDE DITEK DTK-120HW POWER SURGE SUPPRESSOR.

PROVIDE EATON TRIPPLITE SMART1000LCD UPS.

POWER CORD FROM UPS.

POWER CORD TO DUPLEX RECEPTACLE.

POWER CORD TO UPS OUTPUT RECEPTACLE.

PROVIDE DITEK DTK-WM4NETS PoE SURGE PROTECTOR WITH A MINIMUM OF

2 ACTIVE PORTS.

INSTALL GEOVISION GV-PA903BT PoE ADAPTER, FURNISHED BY OTHERS.

POWER CORD FROM PoE ADAPTER.

SP-1

LPR-1 SPB-1

SPB-2

EXLP

SPB-3

CSA-1

CS-01

LP-1

CS-02

SPB-4

CSA-2

CS-03

LP-5

SPB-5

LPR-2

SP-2

1-CAT6 PoE

2 - CAT6 PoE

1 - CAT6 PoE

3 - CAT6 PoE

1 - CAT6 PoE

4 - CAT6 PoE

5 - CAT6 PoE

1 - CAT6 PoENETWORK SWITCH

ENCLOSURE

PPB-1

PPB-2

EXLP

PPB-3

CSA-1

LP-1

SPB-4

CSA-2

CS-03

LP-5

PPB-5

2 #12 & 1 #12 EGC

3 #12 & 1 #12 EGC

NETWORK SWITCH

ENCLOSURE

3 #12 & 1 #12 EGC

LP-8

3 #12 & 1 #12 EGC

2 #12 & 1 #12 EGC

3 #12 & 1 #12 EGC

LP-3 LP-2

LP-3

LP-4

3 #12 & 1 #12 EGC

LP-7

2 #12 & 1 #12 EGC

LP-6

2 #12 & 1 #12 EGC

ELECTRICAL

ONE-LINE

DIAGRAMS

E-603

DMC

JAR

Revisions

NO: DATE: DESCRIPTION:

NOT FOR CONSTRUCTION

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

L\ Pr oj ec ts \N

O ffi ce o f P ar ks a nd

R ec re at io n\

- D

U ps ta te

T er m \2

- M at to n Sh ip ya rd S ec ur ity S ys te m \0

6_ Dr aw in gs \E le ct ric al

\E -6

.d w g

Erie Canalway Heritage Fund, Inc.

PO BOX 219

WATERFORD, NEW YORK 12188

Phase 3 - Site Improvements

MATTON SHIPYARD

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

PROJECT NAME:

CLIENT NAME:

E-603

1 SIGNAL ONE LINE DIAGRAM

SCALE: NTS E-603

2 POWER ONE LINE DIAGRAM

SCALE: NTS

File details come from the government source that posted it. Updated May 27, 2026.