24-131 WCSD#2 Multifunction and Process Control Facility.pdf

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MULTIFUNCTION AND PROCESS CONTROL FACILITY

WASHINGTON COUNTY SEWER DISTRICT NO. 2

PROJECT INFORMATION:

1. OWNER INFORMATION:

WASHINGTON COUNTY SEWER DISTRICT #2

17 CORTLAND STREET,

FORT EDWARD, NY 12828

2. ENGINEER INFORMATION:

SITE CIVIL ENGINEER

SUOZZO, DOTY & ASSOCIATES PROFESSIONAL ENGINEERING PLLC

4607 LAKE SHORE DRIVE, PO BOX 653

BOLTON LANDING, NY 12814

PROJECT ENGINEER: SEAN DOTY, PE, LEED AP, CPMSM

STRUCTURAL & ARCHITECTURAL ENGINEER

SPRING LINE DESIGN, ARCHITECTURE + ENGINEERING

73 TROY ROAD

EAST GREENBUSH, NY 12061

PROJECT ENGINEER: ANGELO GERMANO, PE

MECHANICAL, ELECTRICAL, & PLUMBING ENGINEER

JADE STONE ENGINEERING

444 VANDUZEE STREET,

WATERTOWN, NY 13601

PROJECT ENGINEER: MATT WALLDROFF, PE

ECTADY

SCHEN-

NEW JERSEY

GREENE

ALBANY

PENNSYLVANIA

LONG ISLAND

ATLANTIC OCEAN

NASSAU

CONN.

LONG ISLAND SOUND

SUFFOLK

PENNSYLVANIA

ORANGE

SULLIVAN

ULSTER

LIVINGSTON

LAKE ONTARIO

LAKE ERIE

ERIE

CATTARAGUS

CHAUTAUQUA

ALLEGANY

WYOMING

NIAGARA

ORLEANS

GENESEE

CORTLAND

ONONDAGACA

YU

GA

SE

NE

CA

SCHUYLER

CHEMUNG

STEUBEN

YATES

TOMPKINS

TIOGA

ONTARIO

MONROE

WAYNE

OSWEGO

DELAWARE

OTSEGO

BROOME

CHENANGO

MADISON

SCHOHARIE

MONTGOMERY

ONEIDA

LEWIS

FULTON

HAMILTON

HE

RK

IM

ER

JEFFERSON

ST. LAWRENCE

FRANKLIN

CO

LU

MB

IA

LAND

LONG ISLAND SOUND

WESTCHESTER

PUTNAM

ROCK

DU

TC

HE

SS

CO

NN

EC

TI

CU

T

LAER

RENSSE-

MA

SS

W

AS

HI

NG

TO

N

SARATOGA

WARREN

VE

RM

ON

T

ESSEX

CLINTON

LOCATION OF PROJECT

NOTE:

LOCATION MAP1

N.T.S.C-001

VICINITY MAP2

N.T.S.C-001

LOCATION OF PROJECT

SHEET INDEX

# TITLE

C-001 COVER SHEET

C-002 NOTES AND LEGEND

S-100 SURVEY

C-120 REMOVALS PLAN

C-130 SITE PLAN

C-140 GRADING PLAN

C-150 UTILITY PLAN

C-160 EROSION & SEDIMENT CONTROL

C-500 SITE DETAILS

C-501 STORM DETAILS

C-502 SANITARY DETAILS

C-503 WATER DETAILS

C-504 WATER DETAILS

C-505 EROSION & SEDIMENT CONTROL DETAILS

S-1 STRUCTURAL GENERAL NOTES, LOADS, AND LEGEND

S-100 FOUNDATION PLAN

S-101 SLAB ON GRADE PLAN

S-102 LOW ROOF FRAMING PLAN

S-103 HIGH ROOF FRAMING PLAN

S-501 CONCRETE SECTIONS AND DETAILS

S-502 CONCRETE SECTIONS AND DETAILS

S-510 FRAMING SECTIONS AND DETAILS

S-511 FRAMING SECTIONS AND DETAILS

S-512 FRAMING SECTIONS AND DETAILS

S-520 ROOF TRUSS PROFILES

G-002 CODE SUMMARY

A-001 TYPICAL MOUNTING HEIGHTS, ABBREVIATIONS, LEGENDS, AND NOTES

A-011 EXISTING BUILDING REMOVAL PLANS & ELEVATIONS

A-101 FLOOR PLAN

A-102 ROOF PLAN

A-111 REFLECTED CEILING PLAN

A-201 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-401 ENLARGED LAB PLAN AND INTERIOR ELEVATIONS

A-402 ENLARGED BATHROOM PLAN AND INTERIOR ELEVATIONS

A-501 ROOF DETAILS

A-502 EXTERIOR DETAILS

A-503 INTERIOR DETAILS

A-504 INTERIOR DETAILS

A-505 WINDOW DETAILS

A-601 PARTITIONS TYPES

A-602 SCHEDULES

P-001 PLUMBING LEGENDS, NOTES AND ABBREVIATIONS

PD-101 PLUMBING SANITARY DEMOLITION FIRST FLOOR PLAN

PD-201 PLUMBING DOMESTIC WATER DEMOLITION FIRST FLOOR PLAN

P-101 PLUMBING SANITARY NEW WORK FIRST FLOOR PLAN

P-102 PLUMBING SANITARY NEW WORK ROOF FLOOR PLAN

P-201 PLUMBING DOMESTIC NEW WORK FIRST FLOOR PLAN

P-300 PLUMBING RISER DIAGRAM

M-001 MECHANICAL LEGENDS, ABBREVIATIONS & GENERAL NOTES

MD-101 MECHANICAL DUCTWORK DEMOLITION FIRST FLOOR PLAN

M-101 MECHANICAL DUCTWORK NEW WORK FIRST FLOOR PLAN

M-500 MECHANICAL SCHEDULE & DETAIL

E-001 ELECTRICAL LEGENDS, ABBREVIATIONS, & GENERAL NOTES

E-002 ELECTRICAL SITE PLAN

ED-101 ELECTRICAL DEMOLITION PLAN

E-101 ELECTRICAL POWER PLAN-FIRST FLOOR

E-201 ELECTRICAL LIGHTING PLAN- FIRST FLOOR

E-301 ELECTRICAL SYSTEMS PLAN- FIRST FLOOR

E-500 ELECTRICAL SCHEDULES

E-501 ELECTRICAL SCHEDULES

E-600 ELECTRICAL DETAILS

E-601 ELECTRICAL DETAILS

E-602 ELECTRICAL DETAILS

E-700 ELECTRICAL SINGLE LINE DIAGRAMS

NYS ENVIRONMENTAL FACILITIES CORPORATION C5-5559-09-00

JULY 7, 2026

S-001

XXXX

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CONCRETE PAD

SILT FENCE

STOCK PILE

STRAW FIBER ROLL

FENCE

FENCE - ORANGE CONSTRUCTION

BUILDING

ROAD CENTERLINE

CURB

EDGE OF PAVEMENT

GUIDE RAIL

GRAVEL ROAD

ASPHALT PAVING

EDGE OF PAVED DRIVEWAY

PAVEMENT MARKINGS

C-ROAD-SAWCUT

CONCRETE SIDEWALK

WORK LIMITS

MAJOR CONTOUR

MINOR CONTOUR

REMOVALS

SOIL BORINGS

STOCKADE FENCE

PLANTS

SHRUB LINE

TREE

TREE LINE

PROPERTY EASEMENT

PROPERTY LINE

PROPERTY MONUMENTATION

PROPERTY RIGHT-OF-WAY

PROPERTY SETBACK LINE

STAIRS

RETAINING WALL

WATERWAY

LEGEND

EROSION AND SEDIMENT

CONTROL FEATURES

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UG

UG T

GGGG

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OHW

CLE E

G

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WSO

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CO

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COY

TSTSP

MB#

SANITARY PIPE

SANITARY PIPE - FORCE MAIN

SANITARY PIPE - LOW PRESSURE

SANITARY STRUCTURES

STORM PIPE

STORM PIPE - PERFORATED

RIPRAP

STORMWATER STRUCTURES

WATER MAIN

WATER SERVICE

HYDRANT

WATER WELL

WATER VALVE

OVERHEAD WIRE

ELECTRIC STRUCTURES

UNDERGROUND ELECTRIC

GAS

GAS STRUCTURE

LIGHT POLE

TELECOM STRUCTURES

UNDERGROUND TELECOM

TRAFFIC SIGNAL CONTROLS

SIGNS AND MAILBOXES

UNDERGROUND UTILITIES

UTILITY POLE

EE

07/07/2026

24-131

VILLAGE OF FORT EDWARD NEW YORK STATEWASHINGTON COUNTY

WASHINGTON COUNTY SEWER DISTRICT #2

MULTIFUNCTION AND PROCESS CONTROL FACILITY

DATE:

PROJECT NO.:

IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS

DRAWING OR DOCUMENT IN ANY WAY, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION O A

LICENSED DESIGN PROFESSIONAL (PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR

LANDSCAPE ARCHITECT). IF THIS DRAWING OR DOCUMENT IS ALTERED, THE ALTERING DESIGN PROFESSIONAL SHALL AFFIX TO THE DRAWING OR DOCUMENT HIS OR HER SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE, THE DATE OF SUCH ALTERATION, AND A

SPECIFIC DESCRIPTION OF THE ALTERATION.

REVISIONS:

NO: DATE: DESCRIPTION:

1 SDAPLLC.COM

PHONE: (518) 240-6293

4607 LAKESHORE DRIVE,

BOLTON LANDING NY 128142

NOTES AND LEGEND C-002

GENERAL NOTES:

1. THE CONTRACTOR, SUBCONTRACTOR, OR THEIR ASSIGN(S) SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION.

MONUMENTATION THAT IS DISTURBED OR DESTROYED, AS DETERMINED BY THE ENGINEER, SURVEYOR, OR OWNER, SHALL BE REPLACED AT THE CONTRACT0R, SUBCONTRACTOR, OR THEIR ASSIGN(S)' EXPENSE AND UNDER THE SUPERVISION OF A NEW YORK

STATE CERTIFIED LICENSED LAND SURVEYOR.

2. REFERENCE TO THE "CONTRACTOR" IS GENERAL AND SHALL ALSO ALWAYS INCLUDE SUBCONTRACTORS AND THEIR ASSIGNS - EVEN IF

THEY ARE NOT EXPLICITLY STATED.

3. ENGINEER SHALL RECEIVE 72 HOURS NOTICE PRIOR TO START OF ANY WORK ON SITE.

4. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY.

5. PROVIDING, EMPLOYING, AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES, DURING ALL PHASES OF CONSTRUCTION, ARE THE RESPONSIBILITY OF THE CONTRACTOR.

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS AND

REQUIREMENTS, TO PROPERLY & SAFELY MAINTAIN THE AREA BETWEEN ALL ADJOINING PROPERTIES, FACILITIES, AND FEATURES.

7. ALL EXISTING LAWN AREA, PAVING, WALKWAYS, UTILITY INFRASTRUCTURE, OR OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED BY

THE CONTRACTOR SHALL BE REPLACED OR REPAIRED (BY THE CONTRACTOR) TO A CONDITION AT LEAST EQUAL TO EXISTING, AS

DESCRIBED IN CONTRACT DOCUMENTS OR AS ORDERED BY ENGINEER.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SURFACE RUNOFF OR DRAINAGE AND TEMPORARY CONVEYANCE TO RETURN THE DRAINAGE TO IT NATURAL CONDITION IN AN NON-EROSIVE MANNER SO AS TO NOT VIOLOATE ANY WATER QUALITY STANDARD.

9. AT THE END OF EACH WORK DAY, EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE UNLESS DIRECTED BY THE OWNER OR

ENGINEER.

10. GENERALLY, THE CONTRACTOR IS RESPONSIBLE FOR THE TRANSPORTATION OF MATERIAL ON TO AND OFF SITE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS AND DISPOSE OF MATERIALS AS SITES APPROVED TO ACCEPT THOSE

MATERIALS.

GENERAL UTILITY NOTES:

1. PLEASE NOTE THAT THE EXISTING CONDITIONS SURVEY, NOTES, AND MAP REFERENCES ARE PROVIDED IN THE PLAN SET.

2. SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR

TO CONSTRUCTION. THE UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION MUST BE NOTIFIED PRIOR TO CONDUCTING TEST

BORINGS, EXCAVATION OR CONSTRUCTION.

3. THE CONTRACTOR SHALL VERIFY THE PRESENCE OF AND EXACT LOCATION OF ALL UTILITIES PRIOR TO COMMENCING ANY EXCAVATION WORK AS THE EXACT LOCATION OF UTILITIES MAY DIFFER FROM THE LOCATION SHOWN, AND ADDITIONAL UTILITIES MAY EXIST.

4. TEST PITS MAY BE REQUIRED BY THE CONTRACTOR TO VERIFY ACTUAL UTILITY AND FEATURE LOCATIONS INCLUDING THE DEPTH OF THE UTILITY AND THE MATERIAL AND CONDITION. CONTRACTOR SHALL PERFORM TEST PITS IN ACCORDANCE WITH ALL APPLICABLE STATE, FEDERAL, OR LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS TO PERFORM TEST PITS. TEST PITS MAY BE REQUIRED FOR THE CONTRACTOR TO REVIEW FIELD UTILITY MARKOUT. IF THE CONTRACTOR FINDS ANY CONFLICTS, THE CONTRACT SHALL BRING THE INFORMATION TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

5. PRIOR TO PERFORMING WORK AND PRIOR TO SUBMITTALS AND PRODUCT/MATERIAL ORDERING, THE CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATIONS AT ALL UTILITY CONNECTIONS AND AS NEEDED TO VERIFY EXISTING CONDITIONS. PRIOR TO PERFORMING EXPLORATORY EXCAVATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER AT LEAST 72 HOURS IN ADVANCE.

6. ANY DAMAGE TO EXISTING ABOVEGROUND OR BELOWGROUND STRUCTURES/APPURTENANCES/UTILITIES SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPAIR AND REINSTATEMENT OF SERVICE.

7. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY(IES) TO PROVIDE TEMPORARY SUPPORT OF UTILITY POLES OR FEATURES REQUIRED FOR INSTALLATION OF SITE UTILITIES AND FEATURES SO AS TO PROTECT THEM AGAINST DAMAGE.

8. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND COORDINATING 811 DIG SAFE.

9. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE.

GENERAL EROSION AND SEDIMENT CONTROL NOTES:

1. ALL CONSTRUCTION WORK SHALL BE IN STRICT COMPLIANCE WITH NYS DEC BEST PRACTICES FOR EROSION AND SEDIMENT CONTROL.

2. THE EROSION AND SEDIMENT CONTROLS DEPICTED ON THE PLANS ARE THE MINIMUM REQUIREMENTS. ADDITIONAL EROSION AND

SEDIMENT CONTROLS, INSTALLED BY THE CONTRACTOR, MAY BE REQUIRED TO COMPLY WITH THE CGP AS THE SEVERITY OF

PRECIPITATION AND EROSION EVENTS ARE IMPOSSIBLE TO PREDICT.

3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED IN STRICT COMPLIANCE WITH "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL", NOVEMBER 2016 OR LATEST VERSION.

4. INSTALL HEAVY DUTY SILT FENCE DOWNHILL OF ALL DISTURBANCE AREAS AND AROUND SOIL STOCKPILES.

5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EMPLOYED SUCH THAT SEDIMENT IS NOT CONVEYED DIRECTLY OR

INDIRECTLY TO SURFACE WATER BODIES, STREAMS, RIVERS, WETLANDS, ETC.

6. SEEDED AREAS SHALL BE MULCHED WITH HAY MULCH IN ACCORDANCE WITH VEGETATIVE COVER SPECIFICATIONS.

7. DUST CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR.

8. WHEN ALL DISTURBED AREAS ARE STABLE, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED.

GRADING AND SITE WORK NOTES:

1. AS APPLICABLE, LAND DISTURBANCE SHALL NOT OCCUR UNTIL THE ENGINEER/OWNER PROVIDES ANY LOCAL OR STATE DISTURBANCE

PERMITS. THE CONTRACTOR MAY BE REQUIRED TO CO-SIGN PERMITS (ANY POTENTIAL CONDITIONS) PRIOR TO LAND DISTURBANCE.

2. CONTRACTOR SHALL INSTALL EROSION & SEDIMENT CONTROL MEASURES PRIOR TO LAND DISTURBANCE.

3. STRIP ALL TOPSOIL PRIOR TO COMMENCING LAND DISTURBANCE OPERATIONS. TOPSOIL SHALL BE STORED ON SITE AND REUSED IN

AFFECTED AREAS. CONTRACTOR SHALL RE-VEGETATE AFFECTED AREAS TO THEIR EXISTING CONDITION.

4. CONTRACTOR TO PROTECT EXISTING TREES. IF DAMAGED DURING CONSTRUCTION, THE TREES SHALL REPLACE BY THE CONTRACTOR.

5. NO WORK, EARTHWORK, STORAGE, OR TRESPASSING SHALL BE ALLOWED BEYOND THE BOUNDARIES OF THE PROPERTY LINE OR

LIMITS OF WORKS.

6. ALL GRADING SHALL BE SMOOTHLY AND EVENLY BLENDED INTO THE EXISTING GRADE.

7. SINCE ROCK BLASTING IS NOT PERMITTED, ROCK REMOVAL, IF REQUIRED, SHALL BE PERFORMED MECHANICALLY.

8. PAVEMENT RESTORATION ADJACENT TO EXISTING PAVEMENT SHALL MATCH EXISTING GRADE.

DIFFERING CONDITIONS THAN THE PLAN:

1. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IN WRITING OF ANY CONDITION(S) THAT DIFFERS FROM THE CONDITIONS SHOWN ON THE PLAN(S) PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND DURING CONSTRUCTION. THE CONTRACTOR'S WORK SHALL NOT

VARY FROM THE PLANS WITHOUT PRIOR REVIEW FROM THE ENGINEER OR THE OWNER.

DEMOLITION NOTES:

1. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL READ THE EROSION AND SEDIMENT CONTROL REQUIREMENTS.

ALL QUESTIONS SHALL BE PROVIDED IN WRITING TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR TO

INSTALL EROSION AND SEDIMENT CONTROLS PRIOR TO DEMOLITION, IF APPLICABLE.

2. ENSURE ALL DEMOLITION, DUST PREVENTION AND CONTROL, SAFETY, HAULING, DUMPING, AND STORAGE OF WASTE/DEBRIS, SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, OR FEDERAL CODES, PROCEDURES, AND ENVIRONMENTAL PROTECTION REGULATIONS.

CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OPERATIONS AND WASTE REMOVAL.

3. ALL TEMPORARY BARRIERS AND SECURITY FEATURES SHALL BE PROVIDED, BUILT, AND MAINTAINED (PER THE MANUFACTURER'S

SPECIFICATIONS).

4. PROTECT AND MAINTAIN EXISTING UTILITIES AND FEATURES DURING OPERATIONS. EXISTING UTILTIES SHALL REMAIN IN SERVICE AND SHALL NEVER BE INTERRUPTED. THE ONLY EXCEPTION TO THIS RULE IS WHEN IT IS AUTHORIZED IN A LETTER (E-MAIL NOT ACCEPTED) BY THE OWNER OF THE UTILITY/FEATURE AND THE AHJ. TO EMPHASIZE, THE AUTHORIZATION CANNOT BE IN AN E-MAIL OR VERBAL.

5. ADJACENT OR NEIGHBORING PEOPLE, OWNERS, BUSINESSES, OR FACILITIES SHALL BE NOTIFIED OF ANY WORK THAT MAY AFFECT THEM. DEMOLITION WORK SHALL BE PERFORMED TO PREVENT INJURY TO THE PUBLIC AND THE CONTRACTOR SHALL PROVIDE SAFE

ACCESSWAYS AROUND WORK AREAS.

6. CEASE WORK IMMEDIATELY IF ANY STRUCTURE(S) APPEAR TO BE IN DANGER. THE CONTRACTOR SHALL IMMEDIATELY, WITHOUT FAIL, NOTIFY EMERGENCY RESPONDERS, AFFECTED PUBLIC, AND THE AHJ.

7. AS APPLICABLE, PERFORM ALL REQUIRED TESTING OF WASTE/DEBRIS MATERIAL AND RESULTS SHALL BE PROVIDED TO THE OWNER AND ENGINEER. DEBRIS AND WASTE SHALL BE PROMPTLY DISPOSED OF AT A FACILITY OFFSITE AND A COPY OF THE BILL OF LADING SHALL BE PROVIDED TO THE OWNER AND ENGINEER. ALL TESTING, REMOVAL AND DISPOSAL SHALL BE AT THE CONTRACTOR'S

EXPENSE.

8. AFTER THE WASTE/DEBRIS IS TAKEN OFFSITE, ALL NEIGHBORING AREAS AND FEATURES SHALL BE CLEANED TO ITS EXISTING

CONDITION.

WATER SERVICE PIPE NOTE:

1. THE WATER UTILITY AND DETAILS IN THE CIVIL SET SHALL CONFORM TO THE NEW YORK STATE PLUMBING CODE (2025 OR MORE RECENT) REQUIREMENTS FOR WATER SERVICE PIPE. THE WATER DISTRIBUTION SYSTEM, OR GENERALLY THE PIPE WITHIN THE

STRUCTURE, IS FOUND IN THE PLUMBING DISCIPLINE.

3. THE WATER SERVICE PIPE SHALL CONFORM TO NSF 61. WATER SERVICE PIPE, INSTALLED UNDERGROUND AND OUTSIDE OF THE STRUCTURE, SHALL HAVE A WORKING PRESSURE RATING OF NOT LESS THAN 160 PSI (1100 kPA) AT 73.4F. WHERE THE WATER PRESSURE EXCEEDS 160 PSI, PIPING MATERIAL SHALL HAVE A WORKING PRESSURE RATING NOT LESS THAN THE HIGHEST AVAILABLE PRESSURE. WATER SERVICE PIPING MATERIALS NOT THIRD-PARTY CERTIFIED FOR WATER DISTRIBUTION SHALL TERMINATE AT OR

BEFORE THE FULL-OPEN VALE LOCATED AT THE ENTRANCE TO THE STRUCTURE.

4. THE WATER SERVICE PIPE MATERIAL TO BUILDINGS SHALL BE COPPER TYPE K PIPE MEETING THE ASTM B75; ASTM B88; ASTM B251;

ASTM B447.

5. SEPARATION DISTANCES FROM THE WATER SERVICE PIPE AND THE BUILDING SEWER SHALL MEET THE REQUIREMENTS OF SECTION

603.2 OF THE 2025 NYS PLUMBING CODE.

6. PIPE FITTINGS SHALL COMPLY WITH SECTION 605.5 OF THE 2025 NYS PLUMBING CODE. PIPE FITTINGS SHALL BE APPROVED FOR INSTALLATION WITH THE PIPING MATERIAL INSTALLED AND SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN TABLE 605.5.

PIPE FITTINGS UTILIZED IN WATER SUPPLY SYSTEM SHALL COMPLY WITH NSF 61.

7. IN ACCORDANCE WITH 605.12 OF THE 2025 NYS PLUMBING CODE, JOINTS BETWEEN COPPER OR COPPER-ALLOY PIPE AND FITTINGS

SHALL COMPLY WITH SECTIONS 605.12.1 THROUGH 605.12.5.

8. IN ACCORDANCE WITH 605.23.1 OF THE 2025 NYS PLUMBING CODE, JOINTS BETWEEN COPPER OR COPPER-ALLOY TUBING TO GALVANIZED STEEL PIPE SHALL BE MADE WITH A COPPER-ALLOY OR DIELECTRIC FITTING OR A DIELECTRIC UNION CONFIRMING TO ASSE1079. THE COPPER TUBING SHALL BE SOLDERED TO THE FITTING IN AN APPROVED MANNER, AND THE FITTING SHALL BE SCREWED

TO THE THREADED PIPE.

9. WATER SERVICE PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 6 FEET.

10. INSTALLATION MEANS, METHODS, AND PROCEDURES SHALL MEET THE DIPRA GUIDELINES FOR INSTALLATION OF DUCTILE IRON PIPE

APRIL 2024 OR MOST RECENT VERSION.

11. FORCE RESTRAINT SHALL BE BY RESTRAINED MECHANICAL JOINTS MEETING THE REQUIREMENTS OF THE DIPRA THRUST RESTRAINT

DESIGN FOR DUCTILE IRON PIPE SEVENTH EDITION OR MOST RECENT

WATER NOTES:

1. THE CONTRACTOR SHALL OBTAIN NECESSARY WORK PERMIT(S) FROM WASHINGTON COUNTY SEWER DISTRICT #2 PRIOR TO PROCEEDING WITH ANY WORK ON THE COUNTY'S WATER SYSTEM AND WITHIN THE COUNTY'S RIGHT-OF-WAY, WHICH INCLUDES EXPLORATORY EXCAVATIONS TO VERIFY UTILITY LOCATIONS. THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL REQUIREMENTS OF

THE WORK PERMIT(S).

2. THE CONTRACTOR SHALL COORDINATE WITH WASHINGTON COUNTY SEWER DISTRICT #2 FOR ANY COORDINATED SHUTDOWNS AND ANY COORDINATED SHUT DOWN SHALL BE PERFORMED IN COOPERATION WITH THE WASHINGTON COUNTY SEWER DISTRICT #2. THE CONTRACTOR TO PROVIDE THE COUNTY WITH AT LEAST 72 HOURS ADVANCE NOTICE FOR COORDINATED SHUTDOWNS, WATER LINE

CONNECTIONS, OR EXPLORATORY WORK NEAR THEIR WATER INFRASTRUCTURE.

3. PRIOR TO SUBMITTALS OR ORDERING OF MATERIALS, THE CONTRACT SHALL VERIFY THE EXISTING CONDITION OF THE COUNTY'S WATER MAIN AT THE PROPOSED CONNECTION POINT AND ANY OTHER NECESSARY AREA TO VERIFY EXISTING CONDITIONS PRIOR TO

PERFORMING WORK.

SHEETING, SHORING, AND BRACING:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SHEETING, SHORING, AND/OR BRACING IN ACCORDANCE WITH OSHA REQUIREMENTS. THE CONTRACTOR SHALL PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. THE CONTRACTOR SHALL DETERMINE, EMPLOY, AND INSTALL SHEETING, SHORING, OR BRACING IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS AND REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SHEETING, SHORING, AND/OR BRACING.

LOCATION COMPACTION TESTING FREQUENCY

PIPE TRENCH BACKFILL

(ROADWAYS)

95% MODIFIED PROCTOR LATEST

VERSION OF ASTM D1557

1 TEST AT LEAST 100 FEET APART.

PIPE TRENCH BACKFILL

(ALL NON-TRAFFIC SITUATIONS)

90% MODIFIED PROCTOR LATEST

VERSION OF ASTM D1557

2 TESTS AT LEAST 50 FEET APART.

PIPE BEDDING AND BACKFILL 95% MODIFIED PROCTOR LATEST

VERSION OF ASTM D1557

3 TESTS SPREAD EVENLY APART.

AROUND NEW TANK 95% MODIFIED PROCTOR LATEST

VERSION OF ASTM D1557

1 TEST ON EACH SIDE OF THE TANK

COMPACTION REQUIREMENTS

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE, PAY, AND SCHEDULE FOR COMPACTION TESTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE DENSITY LIMITS OF THE MATERIAL(S) PRIOR TO TESTING SUCH THAT THE PERCENT COMPACT CAN BE OBSERVED IN THE FIELD AT THE TIME OF TESTING. COMPACTION TESTING SHALL BE PERFORMED UNTIL A PASSING DENSITY IS ACHIEVED.

EGRESS AND ACCESS:

1. EGRESS AND ACCESS SHALL BE COORDINATED WITH WASHINGTON COUNTY SEWER DISTRICT #2 PRIOR TO THE ACTUAL CONSTRUCTION

DATE. EGRESS AND ACCESS PLANS SHALL CONFORM TO ALL LOCAL, STATE, OR FEDERAL REQUIREMENTS OR REGULATIONS. THE CONTRACTOR SHALL MAINTAIN EGRESS AND ACCESS AT ALL TIMES. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMITS. THE CONTRACTOR SHALL COORDINATE EGRESS AND ACCESS PLANS WITH SCHOOL DISTRICTS AND EMERGENCY SERVICES

PRIOR TO THE ACTUAL CONSTRUCTION DATE.

2. CONTRACTOR SHALL MAKE ALL EFFORTS TO MAINTAIN ACCESS TO EXISTING PROPERTIES WHENEVER POSSIBLE.

3. CONTRACTOR SHALL COORDINATE WITH WASHINGTON COUNTY SEWER DISTRICT #2 TO NOTIFY PEDESTRIANS AND PROVIDE SAFE AND

ADEQUATE ACCESS TO EXISTING NEARBY PEDESTRIAN FACILITIES.

GENERAL ROCK BLASTING NOTES:

1. ROCK BLASTING IS NOT ANTICIPATED FOR THIS PROJECT. THE CONTRACTOR IS NOT PERMITTED TO BLAST ROCK.

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ST

WL

WL

W L

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WL

W L

REMOVALS PLAN1

1" = 20'C-120

REMOVALS PLAN C-120

N

REMOVE SIDEWALK

GRAVEL ROAD TO REMAIN

REMOVE MANHOLE AND ALL

ASSOCIATED PIPING

REMOVE LIGHTPOLE

REMOVE BUILDING

REMOVE EXISTING

GRAVEL ROAD

LIMITS OF DISTURBANCE

REMOVE ASPHALT PAVING &

SUBBASE AS REQUIRED TO

CONSTRUCT NEW WORK (TYP)

REMOVE TREES

AND STUMPS

REMOVE TREE AND SUMP

REMOVE TREES

AND STUMPS

RELOCATE HYDRANT

REMOVE FLAGPOLE STRUCTURE

REMOVE STORM

STRUCTURES AND 65

LF OF STORM LINE

REMOVE BOLLARD

LIMIT OF FENCE REMOVAL

REMOVE LIGHTPOLE

REMOVE AND RELOCATE SIGN

REMOVE SIGN

REMOVE SIDEWALK

REMOVE AC UNIT

AND TURN OVER

TO OWNER

CUT/CAP & ABANDON

WATER SERVICE

REMOVE CURB

APPROXIMATE 100' BOUNDARY

OFF OF NYSDEC WETLANDS

LIMIT OF FENCE

REMOVAL

NOTES:

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK BEGINNING. THE

CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ENGINEER OF ANY CONDITIONS THAT

DIFFER FROM THE INFORMATION IN THE DRAWINGS.

2. THE EXACT LOCATION, DEPTH, PIPE MATERIAL, AND PIPE SIZES SHALL BE FIELD VERIFIED

PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY

PROVIDER AND ENGINEERING PRIOR TO PERFORMING FIELD VERIFICATION. THE ENGINEER OR

OWNER SHALL BE PRESENT TO WITNESS THE FIELD TESTING.

3. CONTRACTOR SHALL PROTECT COMPONENTS WHICH ARE TO REMAIN. REPAIR ANY DAMAGED

AREAS AS REQUIRED TO RETURN THEM TO THEIR ORIGINAL CONDITION.

4. ALL WORK SHALL COMPLY WITH THE REQUIRED LOCAL CODES. CONTRACTOR IS RESPONSIBLE

FOR OBTAINING REQUIRED PERMITS AND INSPECTIONS FOR ALL WORK ASSOCIATED WITH THIS

CONTRACT.

5. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS REQUIRED TO MATCH SURROUNDING

EXISTING FINISHES NOT DISTURBED.

6. IN EXISTING AREAS, RENOVATION AND DEMOLITION WORK SHALL BE ACCOMPLISHED WITH

MINIMAL DISRUPTION TO OPERATIONS OF THE WWTP. IF REQUIRED, THE OWNER RESERVES

THE RIGHT TO TEMPORARILY STOP WORK OF SPECIFIC CONSTRUCTION OPERATIONS SHOULD

THE OWNER IDENTIFY AN EMERGENCY OR DANGER EXISTS TO THE WELFARE OF THE

OCCUPANTS ON ACCOUNT OF SUCH WORK OPERATIONS.

7. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL MATERIAL IN A LEGAL MANNER NOT

SCHEDULED FOR REUSE UNDER THIS PROJECT.

8. EXISTING SINGLE STORY BUILDING TO BE DEMOLISHED TESTED POSITIVE FOR ASBESTOS IN

THE CAULKING AROUND THE INTERIOR BREAK ROOM WINDOW. ASBESTOS MUST BE ABATED.

SEE SPECIFICATION 02 82 13 FOR ABATEMENT REQUIREMENTS

9. ASBESTOS ABATEMENT SHALL FOLLOW THE NYS DEPARTMENT OF LABOR, INDUSTRIAL CODE

RULE 56. ANY SUSPECT ASBESTOS CONTAINING MATERIALS ENCOUNTERED DURING

CONSTRUCTION WHICH HAVE NOT PREVIOUSLY BEEN SAMPLED MUST BE ASSUMED TO

CONTAIN ASBESTOS UNTIL PROPERLY INSPECTED.

LIMITS OF DISTURBANCE

REMOVE STORM

STRUCTURES AND 65

LF OF STORM LINE

REMOVE STORM

STRUCTURES AND 65

LF OF STORM LINE

REMOVE STORM

STRUCTURES AND 65

LF OF STORM LINE

REMOVE SANITARY PIPE TO

EXTENTS SHOWN. CUT CAP

AND ABANDON REMAINING

REMOVE 2" GAS

TO LIMITS SHOWN

REMOVE 2" NPW PIPE

TO LIMITS SHOWN

07/07/2026

24-131

VILLAGE OF FORT EDWARD NEW YORK STATEWASHINGTON COUNTY

WASHINGTON COUNTY SEWER DISTRICT #2

MULTIFUNCTION AND PROCESS CONTROL FACILITY

DATE:

PROJECT NO.:

IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS

DRAWING OR DOCUMENT IN ANY WAY, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION O A

LICENSED DESIGN PROFESSIONAL (PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR

LANDSCAPE ARCHITECT). IF THIS DRAWING OR DOCUMENT IS ALTERED, THE ALTERING DESIGN PROFESSIONAL SHALL AFFIX TO THE DRAWING OR DOCUMENT HIS OR HER SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE, THE DATE OF SUCH ALTERATION, AND A

SPECIFIC DESCRIPTION OF THE ALTERATION.

REVISIONS:

NO: DATE: DESCRIPTION:

1 2 30

GRAPHICAL SCALE: INCHES

SDAPLLC.COM

PHONE: (518) 240-6293

4607 LAKESHORE DRIVE,

BOLTON LANDING NY 128142

INTERIOR WINDOW REQUIRING

ASBESTOS ABATEMENT

AutoCAD SHX Text

PARKING AREA

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CORTLAND STREET

AutoCAD SHX Text

CONC.

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SIDEWALK

AutoCAD SHX Text SINGLE STORY BRICK BUILDING No. 17

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SIDEWALK

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RET. WALL

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EDGE OF PAVEMENT

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SIDEWALK

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STEPS

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CONCRETE

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SIDEWALK

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STEPS

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PARKING LOT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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CURB

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GRAVEL

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SIDEWALK

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CONC.

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CONC.

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CONC.

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FENCE LINE

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EDGE OF PAVEMENT

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CATCH BASIN RIM=130.67' W=126.7' 12" SUMP=126.6'

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CURB

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SANITARY MANHOLE RIM=134.28' N=130.5' 2"± INV E=130.5' 2"± INV

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CATCH BASIN RIM=131.16' SUMP=129.1' NO INV. VIS.

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EDGE OF PAVEMENT

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CONCRETE

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CURB

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CURB

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BUILDING

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FENCE LINE

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STEPS

PER NATIONAL GRID PLAN

X

XX

PROPOSED

BUILDING

FF: 133.50

X X X X

X

WL

WL

W L

WSO

E

E

SITE PLAN1

1" = 20'C-130

07/07/2026

24-131

VILLAGE OF FORT EDWARD NEW YORK STATEWASHINGTON COUNTY

WASHINGTON COUNTY SEWER DISTRICT #2

MULTIFUNCTION AND PROCESS CONTROL FACILITY

DATE:

PROJECT NO.:

IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS

DRAWING OR DOCUMENT IN ANY WAY, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION O A

LICENSED DESIGN PROFESSIONAL (PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR

LANDSCAPE ARCHITECT). IF THIS DRAWING OR DOCUMENT IS ALTERED, THE ALTERING DESIGN PROFESSIONAL SHALL AFFIX TO THE DRAWING OR DOCUMENT HIS OR HER SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE, THE DATE OF SUCH ALTERATION, AND A

SPECIFIC DESCRIPTION OF THE ALTERATION.

REVISIONS:

NO: DATE: DESCRIPTION:

1 2 30

GRAPHICAL SCALE: INCHES

SDAPLLC.COM

PHONE: (518) 240-6293

4607 LAKESHORE DRIVE,

BOLTON LANDING NY 128142

SITE PLAN C-130

N

ACCESSIBLE STALL

STRIPING (TYP)

TRENCH SURFACE RESTORATION

IN ASPHALT PAVEMENT (TYP).

MATCH ORIGINAL LINES & GRADE

PAVEMENT

TRANSITION

9.0'

18.0'

100.0' WETLAND BUFFER

CAST IN PLACE CONCRETE

CURB AT SIDEWALK (TYP)

PEDESTRIAN

RAMP (TYP)

19 LF OF 8' CHAIN

LINK FENCE

24.0'

GRAVEL ROAD

CONCRETE SIDEWALK R5.0

R5.0'

13.7'

18.0'11.5'

12.0'

5.0'

5.0'

R5.0'

82.8'

8.0' 8.0'

NEW CAST IN PLACE

CONCRETE CURB

PAVEMENT

TRANSITION

C-500

C-500

C-500

C-500

C-500

CONCRETE SIDEWALK

(TYP) 5' WIDE

18 LF 8' CHAIN LINK FENCE

24' DOUBLE SWING

CHAIN LINK GATE

SINGLE POST SIGN

MOUNTING (TYP)

C-500

20.0'

15.0'

7.1'

14.4' 8.3'

14.5' 8.1'

16.1'

C-500

C-500

C-500

C-500

C-500

C-500

C-500

C-500

14.0'

12.2'

11.8'

CONCRETE LANDING WITH

RAILS AND STAIRS. REFER

TO ARCHITECTURAL AND

STRUCTURAL PLANS FOR

DETAILS

4' MANDOOR GATE

4' MANDOOR GATE

18 LF OF 8' CHAIN

LINK FENCE

C-500

19 LF OF 8' CHAIN

LINK FENCE

C-500

28 LF 8' CHAIN LINK FENCE

C-500

34.1'

5.0

PLANTINGS. COORDINATE SPECIES AND

FINAL LOCATIONS WITH COUNTY. (TYP)

AutoCAD SHX Text

CORTLAND STREET

AutoCAD SHX Text

SIDEWALK

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RET. WALL

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EDGE OF PAVEMENT

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SIDEWALK

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STEPS

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CONCRETE

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SIDEWALK

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STEPS

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PARKING LOT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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CURB

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GRAVEL

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SIDEWALK

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CONC.

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CONC.

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FENCE LINE

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EDGE OF PAVEMENT

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CURB

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EDGE OF PAVEMENT

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CONCRETE

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CURB

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BUILDING

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FENCE LINE

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STEPS

XX

-4.2%

-4 .6%

-5 .4%

-0.7%

-6.4%

-0 .9%

-5.8%

-2.0%

130.91 131.61

132.57

FF:133.50

FF:133.50

132.79

TC:131.57

BC:131.07

131.40131.77132.46

130.50

TC:132.57

BC:132.07

TC:132.30

BC:131.80

TC:132.61

BC:132.11

TC:132.53

BC:132.03

ME:131.2±

ME:131.4±

131.26

ME:131.0±

ME:130.7±

ME:130.2±

ME:130.3±

ME:130.2±

TC/BC:131.31

ME:130.3±

TC:131.31

BC:130.81

TC:132.41

BC:131.91

133.28

133.26

133.16

ME:132.8±

ME:132.6±

133.16 PROPOSED

BUILDING

FF: 133.50

-2.0%

133.18

-8 .2%

-7.

5%

TF:130.80

TC:132.39

BC:131.89

-1.6%

-5.0% -1.6%

LPLP

X X X X

X

-1.9%

-0.7%

LP

-1.2%

-2 .0%

-3.4%

-3.

1%

FF

FF

-3.

6%

-4 .4%

ME:131.1±

TF:131.59

ME:131.5±

ME:131.5±

ME:131.7±

ME:131.9±

WL

WL

W L

TF:131.82

WSO

ME:131.1±

ME:130.0±

E

E

GRADING PLAN1

1" = 20'C-140

07/07/2026

24-131

VILLAGE OF FORT EDWARD NEW YORK STATEWASHINGTON COUNTY

WASHINGTON COUNTY SEWER DISTRICT #2

MULTIFUNCTION AND PROCESS CONTROL FACILITY

DATE:

PROJECT NO.:

IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS

DRAWING OR DOCUMENT IN ANY WAY, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION O A

LICENSED DESIGN PROFESSIONAL (PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR

LANDSCAPE ARCHITECT). IF THIS DRAWING OR DOCUMENT IS ALTERED, THE ALTERING DESIGN PROFESSIONAL SHALL AFFIX TO THE DRAWING OR DOCUMENT HIS OR HER SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE, THE DATE OF SUCH ALTERATION, AND A

SPECIFIC DESCRIPTION OF THE ALTERATION.

REVISIONS:

NO: DATE: DESCRIPTION:

1 2 30

GRAPHICAL SCALE: INCHES

SDAPLLC.COM

PHONE: (518) 240-6293

4607 LAKESHORE DRIVE,

BOLTON LANDING NY 128142

GRADING PLAN C-140

N

50 YDS FILL BELOW

131 ELEVATION

GRADING PLAN2

1" = 20'C-140

50 YDS CUT BELOW

131 ELEVATION

AutoCAD SHX Text

CORTLAND STREET

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SIDEWALK

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RET. WALL

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EDGE OF PAVEMENT

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SIDEWALK

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STEPS

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CONCRETE

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SIDEWALK

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STEPS

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PARKING LOT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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CURB

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GRAVEL

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SIDEWALK

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CONC.

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CONC.

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FENCE LINE

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EDGE OF PAVEMENT

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CURB

AutoCAD SHX Text

SANITARY MANHOLE RIM=131.56' S=115.9' 9"± TP S=113.1' 9"± TP W=113.0' 9"± TP

AutoCAD SHX Text

ELECTRIC MANHOLE RIM=131.70' N=128.7' WIRES E=128.7' WIRES BOT.=125.7'

AutoCAD SHX Text SANITARY MANHOLE RIM=131.70' SW=122' 9"± PVC W=118.5' 9"± PVC N=116.3' 12"± TRENCH E=116.3' 12"± TRENCH

AutoCAD SHX Text

MANHOLE RIM=131.67' UNABLE TO OPEN

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SANITARY MANHOLE RIM=131.46' E=118.0' 9" E=122.9' 9" S=117.5' 9" W=117.4' 9"

AutoCAD SHX Text

CATCH BASIN RIM=127.14' W=123.0' 18" SUMP=123.0'

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SANITARY MANHOLE RIM=127.14' E=107.1' 30"± TRENCH W=107.0' 30"± TRENCH BOT.=

AutoCAD SHX Text

SANITARY MANHOLE RIM=129.92' S=109.8' 30"± TRENCH E=109.9' 30"± TRENCH

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EDGE OF PAVEMENT

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CONCRETE

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CURB

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BUILDING

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FENCE LINE

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STEPS

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CATCH BASIN RIM=130.96'

W

WS

X

XX

ST-04 (2'X2')

RIM = 130.80

INV = 127.00 (8" W)

53 LF 8" CORRUGATED

HDPE PIPE @ 0.81%

PROPOSED

BUILDING

FF: 133.50

X X X X

X

E E

E E

E

E E

G

GGGGGGGGGGGGGGGG

E

E

E

E

E

E

E E

E

E

WSWSWSWSWSWSWS

ST-02 (4'Ø)

RIM = 132.39

INV IN = 126.50 (4" NE)

INV IN = 126.50 (4" NE)

INV IN = 126.50 (4" N)

INV IN = 126.50 (8" W)

INV OUT = 126.50 (12" W)

ST

ST

76 LF 4" CORRUGATED

HDPE PIPE @ 1.00%

10 LF 12"

CORRUGATED HDPE

PIPE @ 0.82%

ST-03 (2'X2')

RIM = 131.59

INV = 126.55 (8" E)

INV = 126.55 (8" E)

7 LF 8" CORRUGATED

HDPE PIPE @ 0.54%

WL

WL

W L

ROOF DRAIN=

4" INV OUT = 127.28

WSO

ROOF DRAIN

4" INV OUT = 126.55

E

E E

E E

E E

E E

E

E

E

E E

E E

EEEEEEE

E

E

E

UTILITY PLAN1

1" = 20'C-150

07/07/2026

24-131

VILLAGE OF FORT EDWARD NEW YORK STATEWASHINGTON COUNTY

WASHINGTON COUNTY SEWER DISTRICT #2

MULTIFUNCTION AND PROCESS CONTROL FACILITY

DATE:

PROJECT NO.:

IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS

DRAWING OR DOCUMENT IN ANY WAY, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION O A

LICENSED DESIGN PROFESSIONAL (PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR

LANDSCAPE ARCHITECT). IF THIS DRAWING OR DOCUMENT IS ALTERED, THE ALTERING DESIGN PROFESSIONAL SHALL AFFIX TO THE DRAWING OR DOCUMENT HIS OR HER SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE, THE DATE OF SUCH ALTERATION, AND A

SPECIFIC DESCRIPTION OF THE ALTERATION.

REVISIONS:

NO: DATE: DESCRIPTION:

1 2 30

GRAPHICAL SCALE: INCHES

SDAPLLC.COM

PHONE: (518) 240-6293

4607 LAKESHORE DRIVE,

BOLTON LANDING NY 128142

UTILITY PLAN C-150

N

2" TYPE K COPPER

WATER SERVICE

EXISTING WATER MAIN REPUTED TO BE 6". PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY IN FIELD EXISTING PIPE SIZE, MATERIAL, DEPTH, AND LOCATION. AFTER VERIFYING IN FIELD THE CONTRACTOR SHALL THEN PROVIDED INITIAL SUBMITTALS FOR THE FIRE HYDRANT SYSTEM. WHEN VERIFYING IN FIELD, CONTRACTOR SHALL MEASURE THE OUTSIDE DIAMETER AT THE PROPOSED LOCATION OF THE CUT IN

TEE TO ENSURE THE PROPOSED TEE IS THE APPROPRIATE SIZE.

FIRE HYDRANT

ASSEMBLY

EXISTING

UTILITY POLE

6" DIP FOR

HYDRANT

4" SDR-26 PVC

SANITARY BUILDING

SEWER @ 2.00%

EXISTING 30"

SEWER MAIN

EXISTING 8" PVC

SEWER DRAIN

CONNECT TO EXISTING

SANITARY MANHOLE VIA

DROP INLET CONNECTION

C-503

C-502

C-503

C-503

C-503

C-503

2" GAS

SERVICE

ELECTRIC &

TELECOM

SERVICE

X C-502

C-501

CONNECT TO EXISTING 12" STORM W/COUPLING. CONTRACTOR TO

VIF SIZE, LOCATION, AND MATERIAL PRIOR TO CONSTRUCTION,

LIGHT POST

UNDERGROUND

ELECTRICAL TO LIGHT POST

LIGHT POSTS

UNDERGROUND

ELECTRICAL TO LIGHT POST

CONNECT TO EXISTING 2" NPW LINE WITH A

90° BEND. CONTRACTOR TO COORDINATE

SHUTDOWN WITH OWNER.

CONNECT TO EXISTING 2" NPW LINE WITH A

TWO (2) 45° BENDS. CONTRACTOR TO

COORDINATE SHUTDOWN WITH OWNER.

2" NPW

SERVICE

CONNECT TO

EXISTING 2" GAS

CONNECT TO

EXISTING 2" GAS

FOOTING DEPICTED FOR

REFERENCE ONLY. REFER

TO STRUCTURAL PLANS

LIGHT POST

C-503

UNDERDRAIN DEPICTED FOR

REFERENCE ONLY. REFER

TO STRUCTURAL PLANS

C-503

CONNECT TO EXISTING MAIN VIA 6x6x6 CUT IN

TEE. PRIOR TO SHOP DRAWING SUBMISSION,

CONTRACTOR TO VIF EXISTING MAIN LOCATION,

SIZE, AND MATERIAL. CONTRACTOR TO

PERFORM A COORDINATED SHUTDOWN TO

ACCOMMODATE INSTALLATION.

C-503

C-503

C-501

C-501

C-501

FIBER OPTIC PULL BOX

SWING GATE INTERFACE

CONNECT TO 4" SANITARY

BUILDING DRAIN. REFER TO

MECHANICAL PLANS

CONNECT TO BUILDING WATER SERVICE.

REFER TO MECHANICAL PLANS

AutoCAD SHX Text

CORTLAND STREET

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SIDEWALK

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RET. WALL

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EDGE OF PAVEMENT

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SIDEWALK

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STEPS

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CONCRETE

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SIDEWALK

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STEPS

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PARKING LOT

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EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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CURB

AutoCAD SHX Text

GRAVEL

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SIDEWALK

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CONC.

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CONC.

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text

EDGE OF PAVEMENT

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CURB

AutoCAD SHX Text

SANITARY MANHOLE RIM=131.56' S=115.9' 9"± TP S=113.1' 9"± TP W=113.0' 9"± TP

AutoCAD SHX Text

ELECTRIC MANHOLE RIM=131.70' N=128.7' WIRES E=128.7' WIRES BOT.=125.7'

AutoCAD SHX Text SANITARY MANHOLE RIM=131.70' SW=122' 9"± PVC W=118.5' 9"± PVC N=116.3' 12"± TRENCH E=116.3' 12"± TRENCH

AutoCAD SHX Text

MANHOLE RIM=131.67' UNABLE TO OPEN

AutoCAD SHX Text

SANITARY MANHOLE RIM=131.46' E=118.0' 9" E=122.9' 9" S=117.5' 9" W=117.4' 9"

AutoCAD SHX Text

CATCH BASIN RIM=127.14' W=123.0' 18" SUMP=123.0'

AutoCAD SHX Text

SANITARY MANHOLE RIM=127.14' E=107.1' 30"± TRENCH W=107.0' 30"± TRENCH BOT.=

AutoCAD SHX Text

SANITARY MANHOLE RIM=129.92' S=109.8' 30"± TRENCH E=109.9' 30"± TRENCH

AutoCAD SHX Text

EDGE OF PAVEMENT

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CONCRETE

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CURB

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BUILDING

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FENCE LINE

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STEPS

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CATCH BASIN RIM=130.96'

XX

ST-04 (2'X2')

RIM = 130.80

INV = 127.00 (8" W)

53 LF 8" CORRUGATED

HDPE PIPE @ 0.81%

PROPOSED

BUILDING

FF: 133.50

LPLP

X X X X

X

LP

FF

FF

ST-02 (4'Ø)

RIM = 132.39

INV IN = 126.50 (4" NE)

INV IN = 126.50 (4" NE)

INV IN = 126.50 (4" N)

INV IN = 126.50 (8" W)

INV OUT = 126.50 (12" W)

ST

ST

76 LF 4" CORRUGATED

HDPE PIPE @ 1.00%

10 LF 12"

CORRUGATED HDPE

PIPE @ 0.82%

ST-03 (2'X2')

RIM = 131.59

INV = 126.55 (8" E)

INV = 126.55 (8" E)

7 LF 8" CORRUGATED

HDPE PIPE @ 0.54%

WL

WL

W L

ROOF DRAIN=

4" INV OUT = 127.28

ROOF DRAIN

4" INV OUT = 126.55

E

E

EROSION & SEDIMENT CONTROL1

1" = 20'C-160

07/07/2026

24-131

VILLAGE OF FORT EDWARD NEW YORK STATEWASHINGTON COUNTY

WASHINGTON COUNTY SEWER DISTRICT #2

MULTIFUNCTION AND PROCESS CONTROL FACILITY

DATE:

PROJECT NO.:

IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS

DRAWING OR DOCUMENT IN ANY WAY, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION O A

LICENSED DESIGN PROFESSIONAL (PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR

LANDSCAPE ARCHITECT). IF THIS DRAWING OR DOCUMENT IS ALTERED, THE ALTERING DESIGN PROFESSIONAL SHALL AFFIX TO THE DRAWING OR DOCUMENT HIS OR HER SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE, THE DATE OF SUCH ALTERATION, AND A

SPECIFIC DESCRIPTION OF THE ALTERATION.

REVISIONS:

NO: DATE: DESCRIPTION:

1 2 30

GRAPHICAL SCALE: INCHES

SDAPLLC.COM

PHONE: (518) 240-6293

4607 LAKESHORE DRIVE,

BOLTON LANDING NY 128142

EROSION & SEDIMENT CONTROL C-160

N

EROSION CONTROL

SILT FENCE

EROSION CONTROL

SILT FENCE

STORM DRAIN

INLET PROTECTION

STORM DRAIN

INLET PROTECTION

C-505

C-505

C-505

C-505

AutoCAD SHX Text

CORTLAND STREET

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

RET. WALL

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EDGE OF PAVEMENT

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

CURB

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

CURB

AutoCAD SHX Text

SANITARY MANHOLE RIM=131.56' S=115.9' 9"± TP S=113.1' 9"± TP W=113.0' 9"± TP

AutoCAD SHX Text

ELECTRIC MANHOLE RIM=131.70' N=128.7' WIRES E=128.7' WIRES BOT.=125.7'

AutoCAD SHX Text SANITARY MANHOLE RIM=131.70' SW=122' 9"± PVC W=118.5' 9"± PVC N=116.3' 12"± TRENCH E=116.3' 12"± TRENCH

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MANHOLE RIM=131.67' UNABLE TO OPEN

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SANITARY MANHOLE RIM=131.46' E=118.0' 9" E=122.9' 9" S=117.5' 9" W=117.4' 9"

AutoCAD SHX Text

CATCH BASIN RIM=127.14' W=123.0' 18" SUMP=123.0'

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SANITARY MANHOLE RIM=127.14' E=107.1' 30"± TRENCH W=107.0' 30"± TRENCH BOT.=

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SANITARY MANHOLE RIM=129.92' S=109.8' 30"± TRENCH E=109.9' 30"± TRENCH

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EDGE OF PAVEMENT

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CONCRETE

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CURB

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BUILDING

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FENCE LINE

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STEPS

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CATCH BASIN RIM=130.96'

X X

X X

X

X X

2" 1

4"3"

3"

EXPANSION JOINT WITH

PREMOLDED RESILIENT JOINT

FILLER AND SEALANT

FIXED OBJECT

OR EXISTING

SIDEWALK

TOOLED EDGE

(1

4" R X 34" DEEP)

3"

TOOLED JOINT 5' MAX

O.C EACH WAY. R

AS SHOWN ON PLANS

(1

4" R X 34" DEEP) 3 4"

EXPANSION JOINT

CONSTRUCTION JOINT CONTROL JOINT

5'MAX 5'MAX 5'MAX 5'MAX

20'MAX

TYPICAL SPACING FOR EXPANSION JOINT

CONTROL JOINTS 5' MAX

O.C. EACH WAY

PLAN

EJ = EXPANSION JOINT

CJ = CONTROL JOINT

1.5" W SMOOTH

FINISH (TYP)

TOLLED EDGE

(1

4"R X 34" DEEP)

BROOM

TEXTURED

FINISH (TYP)

TOOLED EDGE

X X X

SEE PLAN FOR WIDTH

3" 3"

21 4"

6" SUBBASE COURSE

NYS DOT ITEM 304.12 TYPE

2 COMPACTED AT 95%

MODIFIED PROCTOR

COMPACTED SUBGRADE OR COMPACTED

SELECT GRANULAR FILL TO BRING

SUBGRADE TO CORRECT GRADE

TOPSOIL, SEED

AND MULCH

4500 PSI CONCRETE SIDEWALK,

1.5% CROSS SLOPE AND 4.5%

RUNNING SLOPE OR AS NOTED

ON PLANS6X6-W2.9XW2.9

W.W.F.

4"

6"

6"

SECTION

NOTES:

1. ALL CONCRETE SHALL BE 4500 PSI CONCRETE. CONCRETE MATERIALS, PLACEMENT, AND

CONSTRUCTION SHALL CONFORM WITH SPECIFICATION SECTION 321300.

2. ALL EXPOSED SURFACE SHALL HAVE A BROOM TEXTURED FINISH & TOOLED EDGES. TOOL SHALL BE

PROVIDED MAX 1-1/2" WIDE SMOOTH TROWEL FINISH AT JOINT.

3. EXPANSION JOINTS SHALL BE LOCATED A MINIMUM OF 20' ON CENTER, OR AS INDICATED ON PLANS.

4. JOINTS SHALL NOT BE SAW CUT.

5. SUBBASE MATERIAL SHALL CONFORM WITH SPECIFICATION SECTION 312000.

6. 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 ACCORDANCE WITH

SPECIFICATION SECTION 312000.

STABILIZATION FABRIC

MIRAFI 600X OR APPROVED

EQUAL

W+36"

18"

EACH

SIDE

(TYP.)

LIMITS OF

TRENCH/MANHOLE

EXCAVATION "W"

IF EXISTING ASPHALT PAVEMENT DEPTH IS

GREATER THAN THE PROPOSED ASPHALT

SECTION, INCREASE PROPOSED ASPHALT

BINDER THICKNESS TO MATCH EXISTING

EXISTING SUBBASE

SUBBASE COURSE

BACKFILL

SAW CUT EDGES

OF PAVEMENT,

APPLY TACK COAT

NOTES:

1. SAW CUT AS INDICATED, 18" BEYOND EXCAVATION.

2. FURNISHED, PLACE AND COMPACT SURFACE.

3. TACK COAT IN ACCORDANCE WITH NYSDOT STANDARD SPEC.

4. FURNISH AND PLACE ASPHALT CONCRETE PAVEMENT AS SPECIFIED

PA

VE

ME

NT

SE

CT

IO

N

ViewNumber

ViewNumber

ViewNumber

X X

SUBBASE PE

R

SI

DE

W

AL

K

SE

CT

IO

N

PLAN

2"

X

PAVEMENT

SIDEWALK/

GRASS

6"

SE

E

PA

VE

ME

NT

SE

CT

IO

N

6"

RE

VE

AL

5"

6" 6"

6"

NOTES:

1. CONCRETE CURB SHALL BE INSTALLED IN ACCORDANCE WITH NYSDOT STANDARD

SPECIFICATION SECTION 609.

2. PRECAST CONCRETE CURB MAY BE SUBSTITUTED, WHEN ALTERNATE CONSTRUCTION DETAILS

ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. ALTERNATE CURB

SHALL BE INSTALLED IN ACCORDANCE WITH NYSDOT SPEC SECTION 609.

1" BATTER

JOINTS SHALL BE IN ACCORDANCE

WITH NYSDOT STANDARD SPEC

SECTION 609-3.04

CURB

1/4"R (TYP.)

EXPANSION JOINT WITH PREMOLDED

RESILIENT JOINT FILLER & SEALANT,

AT SIDEWALK

CONCRETE SIDEWALK

SUBBASE COURSE MATERIAL

CONFORMING TO NYSDOT

SUBBASE COURSE TYPE 2

PROOF ROLLED SUBGRADE,

OR SELECT GRANULAR FILL

FACE OF CURB SET

VERTICAL

1 1/2"R

C-500

(1)

(2)

(3)

(4)

(5)

NOTES:

1. ALL EQUIPMENT THAT HAS CONTACT WITH THE ROADWAY SHALL HAVE SUITABLE RUBBER

PADS. ANY AND ALL DAMAGE TO THE ROADWAY RESULTING IN DEMOLITION AND

CONSTRUCTION SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNERS

REPRESENTATIVE. ALL ALTERATIONS AND DISTURBANCES TO SURFACES MUST BE

RESTORED TO PREVIOUS CONDITIONS

2. FOR TYPE B - BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN

3. IF THE PAVEMENT WORK IS TO RESTORE PAVEMENT FROM TRENCH WORK SEE DETAIL 10,

SHEET C503 FOR DETAILS.

4. REFER TO DETAIL 12 SHEET C-503 FOR TRENCH ROADWAY REPAIR

(1A)

1. 11

2" NYSDOT TOP COURSE CONFORMING TO NYS DOT 404.0973 9.5 F3, 70 SERIES COMPACTION

1A. TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT

2. 4" NYSDOT BINDER COURSE CONFORMING TO NYS DOT 404.1979 19 F9, 70 SERIES COMPACTION

3. 15" NYSDOT 304.12 - SUBBASE COURSE, TYPE 2 COMPACTED TO 95% OF DRY DENSITY AS DETERMINED

BY THE MODIFIED PROCTOR ANALYSIS.

4. GEOTEXTILE FABRIC, MIRAFI 600X OR OTHER APPROVED EQUAL

5. SUBGRADE COMPACTED TO 90% STANDARD PROCTOR OR AS PROVIDED BY SECTION 203 OF THE NYS

DOT STANDARDS - WHICHEVER IS MORE STRINGENT.

SECTION ELEVATION

GRADE

GRADE

REFER TO PLANS FOR

LOCATIONS OF FENCE

12"Ø

5'- 0"

T

YP

POST

5'- 0"

1'-0"

TOP RAIL

2" M

AX

8'- 0"

8'-0" O.C. MAX.℄ ℄

CHAIN LINK FENCE

3"

TURNBUCKLE

HINGE

GATE OPENING

POST CAP

FRAME CAP

GATE FRAME

DROP BAR

CENTER

HINGE

LATCH

(3/8" MIN)

TRUSS ROD

GATE POST

1'-4"

4'-0" DEEP

FABRICFABRIC FABRIC

(1)

(2)

(3)

(3)

(2) -

(1) 15" NYSDOT 304.12 - SUBBASE COURSE, TYPE 2

COMPACTED TO 95% OF DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR ANALYSIS.

GEOTEXTILE FABRIC, MIRAFI 600X OR

OTHER APPROVED EQUAL

SUBGRADE COMPACTED TO 90% STANDARD PROCTOR OR AS PROVIDED BY

SECTION 203 OF THE NYS DOT STANDARDS - WHICHEVER IS MORE STRINGENT.

SECTION

NEW PAVEMENT

FOR GRADE SEE PLANFOR GRADE SEE PLAN

EXISTING PAVEMENT

SUBBASE

20' MIN.

12"

SE

E

PA

VE

ME

NT

SE

CT

IO

N

SAWCUT EXISTING PAVEMENT & TACK

COAT ALL EXISTING SURFACES

SAW CUT EXIST. PAVEMENT

SCARIFY AND REMOVE EXISTING

PAVEMENT EQUIVALENT TO

PROPOSED TOP COURSE THICKNESS

MATCH EXISTING SUBBASE, IF

GREATER THAN PROPOSED

SECTION CONTRACTOR TO (VIF)

C-500

9'-0"

ACCESSIBLE STRIPING

TYPICAL

STRIPING

TYPICAL ISLAND

STRIPING

3' MIN

SEE PLAN

8' MIN

8' MIN

NOTES:

1. ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH ADA STANDARD AND CURRENT ZONING AND SITE

REGULATIONS.

2. PAINTED ACCESSIBLE LOGO TO BE IN ACCORDANCE W/ NEW YORK STATE LAW.

3. SLOPE OF PAVEMENT SURFACE IN ACCESSIBLE PARKING AREA SHALL NOT EXCEED 2% IN ANY DIRECTION.

4. SEE PLAN FOR ACTUAL LOCATION OF SIGNAGE

TIME

NO

ANY

PARKING

4" WIDE WHITE

PAINTED PARKING

STRIPES

STRIPING SHALL BE 4"

WIDE, WHITE AND

SHALL BE 2'-0" O.C., TYP.

RESERVED

PARKING

SIGN (TYP)

4" WIDE BLUE PAINTED

PARKING STRIPES

ACCESSIBLE ICON

(SEE NOTE 2)

VAN-ACCESSIBLE LOADING ZONE:

STRIPING SHALL BE 4" WIDE, BLUE AND

SHALL BE 2'-6" O.C., TYP.

SIGNAGE NOTES:

1. ALL SIGNS SHALL CONFORM TO THE LATEST EDITION

OF THE NYSDOT STANDARD SPECIFICATIONS, SECTION

645 AND THE "NATIONAL MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" - 2023 EDITION AND THE "NYS

SUPPLEMENT."

2. SIGN MOUNTING HEIGHT SHALL BE A MINIMUM OF 7'.

MINIMUM MOUNTING HEIGHT MAY BE ADJUSTED ONLY

IN ACCORDANCE WITH PROVISIONS OUTLINED IN THE

"NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES" - 2023 EDITION AND THE "NYS SUPPLEMENT."

3. SIGN POST SHALL BE IN ACCORDANCE W/ NYSDOT

STANDARD SPECS SECTION 730.

SIGNAGE AND PAVEMENT MARKING NOTES:

STRIPING NOTES:

1. ALL STRIPING SHALL CONFORM TO THE LATEST EDITION OF THE NYSDOT STANDARD SPECIFICATIONS, SECTION

640 AND THE "NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" - 2009 EDITION AND THE "NYS

SUPPLEMENT."

2. STRIPE PAVEMENT AS INDICATED ON THE PLANS AND/OR IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE

AND FEDERAL REQUIREMENTS.

3. STRIPING WORK WILL BE REVIEWED AND ACCEPTED BY THE AUTHORITY HAVING JURISDICTION.

4. COLOR: DRIVE LANE DIVIDERS - WHITE OR AOBE

NO PARKING ZONE WARNINGS - WHITE OR AOBE

PARKING DIVIDERS - WHITE OR AOBE

WALKING LINES - WHITE OR AOBE

ACCESSIBLE PARKING LINES & SYMBOL - BLUE

12"x18"R7-8 WHITE/

BLUE

GREEN/

WHITE

WHITE12"x18"R7-1 RED

1:13

SIDE FLARE

1.5% MAX

B

A

SIDE FLARERAMP

(PAVEMENT)

SEE PLAN

5' MIN.SEE PLAN

1:13

B

A

SECTION A-A

5' MIN.

SECTION B-B

C511

1.5% MAX

1.5% MAX

NOTES:

1. ALL WORK SHALL CONFORM WITH THE NYSDOT STANDARD SPECIFICATION FOR CONSTRUCTION AND MATERIALS

DATED, "CURRENT VERSION", AND ALL ADDENDA THERE TO; SPECIFICALLY SECTION 608- SIDEWALKS, DRIVEWAYS, AND BICYCLE PATHS.

2. SLOPE RAMP AND SIDE FLARES AS INDICATED IN THE PLANS OR AS ORDERED BY THE ENGINEER.

3. DETECTABLE WARNING UNITS SHALL BE PROVIDED ON ALL RAMPS IN ACCORDANCE W/ ADA REQUIREMENTS.

CURB

RAMP UP

BASE OF RAMP

REAR EDGE OF

SIDEWALKPAVEMENT

DROP CURB W/FLUSH,

SMOOTH TRANSITION

CONTROL JOINT CONTROL JOINT

SIDEWALK, TYP.

CROSSWALK

MARKINGS, OR PARKING

STALL STRIPING TYP.

REAR EDGE OF SIDEWALK

DETECTABLE

WARNING UNITS

BROOM FINISH

PERPENDICULAR

TO WALK

SUBBASE BACKFILL/PAVINGEXISTING ASPHALT/SIDEWALK

NOTES:

1. ALL FILL MATERIAL MUST BE PLACED IN 6" LIFTS AND COMPACTED.

BURIED METALLIC IDENTIFICATION

WARNING TAPE

SECTION

18" MINIMUM

COMPACTED CLEAN

SAND BACKFILL

PREPARED SUBGRADE

12" 12"

6" 6"

HDPE GAS PIPE

LOCATER WIRE, PROVIDE

3" ± 1" SEPARATION FROM

GAS PIPE

07/07/2026

24-131

VILLAGE OF FORT EDWARD NEW YORK STATEWASHINGTON COUNTY

WASHINGTON COUNTY SEWER DISTRICT #2

MULTIFUNCTION AND PROCESS CONTROL FACILITY

DATE:

PROJECT NO.:

IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS

DRAWING OR DOCUMENT IN ANY WAY, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION O A

LICENSED DESIGN PROFESSIONAL (PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR

LANDSCAPE ARCHITECT). IF THIS DRAWING OR DOCUMENT IS ALTERED, THE ALTERING DESIGN PROFESSIONAL SHALL AFFIX TO THE DRAWING OR DOCUMENT HIS OR HER SEAL, THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE, THE DATE OF SUCH ALTERATION, AND A

SPECIFIC DESCRIPTION OF THE ALTERATION.

REVISIONS:

NO: DATE: DESCRIPTION:

1 2 30

GRAPHICAL SCALE: INCHES

SDAPLLC.COM

PHONE: (518) 240-6293

4607 LAKESHORE DRIVE,

BOLTON LANDING NY 128142

SITE DETAILS C-500DETAILS

SITE - TRENCH-MANHOLE SURFACE RESTORATION IN ASPHALT PAVEMENT5

N.T.S.C-500

SITE - PAVEMENT AND ASPHALT RESTORATION DETAIL1

N.T.S.C-500

SITE - CONCRETE SIDEWALK7

N.T.S.C-500

SITE - CAST IN PLACE CONCRETE CURB AT SIDEWALK8

N.T.S.C-500

SITE - CHAIN LINK FENCE9

N.T.S.C-500

DOUBLE SWING GATE10

N.T.S.C-500

SITE - PAVEMENT SECTION STANDARD GRAVEL ROADWAY2

N.T.S.C-500

SITE - PAVEMENT TRANSITION4

N.T.S.C-500

SITE - PAVEMENT MARKINGS3

N.T.S.C-500

SITE - PEDESTRIAN RAMP - DROP CURB6

N.T.S.C-500

GAS TRENCH DETAIL11

N.T.S.C-500

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

TIME

AutoCAD SHX Text

NO

AutoCAD SHX Text

ANY

PARKING

GRADE ADJUSTMENT MORTAR BED

AND/OR RINGS AS NECESSARY

PIPE CONNECTION

BACKFILL STRUCTURE

WITH TRENCH BACKFILL

6" NYSDOT #2 CRUSHED STONE BEDDING

KNOCKOUT PORTION

OF CATCH BASIN

CATCH BASIN FRAME & GRATE TO SIT ON

PRECRAST CONCRETE CATCH BASIN, TYP.

FRAME & GRATE TO BE EMBEDDED IN HYDRAULIC CEMENT

GROUT

STOCK KNOCKOUT CATCH BASIN

PRECAST REINFORCED CONCRETE

MANHOLE AS MANUFACTURED BY FORT

MILLER OR APPROVED EQUIVALENT

NOTES:

1. ALL PRECAST CONSTRUCTION SHALL BE IN ACCORDANCE WITH ASTM C478.

2. CATCH BASIN INLET BASINS SHALL BE PRECAST CONCRETE DESIGNED FOR HS20-44 VEHICULAR LOADING + 25% IMPACT AS MANUFACTURED BY FORT

MILLER OR APPROVED EQUAL.

3. CATCH BASIN SHALL NOT HAVE A DEPTH GREATER THAN 60" FROM FINISHED SURFACE.

4. BACKFILL USING TRENCH BACKFILL. COMPACTED IN 6" LIFTS.

PLAN VIEW

SECTION VIEW

NY

24"x24"

FRAME & GRATE PART

NUMBER

V-5624

ACCESIBLE GRATE

OPTIONS

V-5624-80

SQUARE CATCH BASIN FRAME AND GRATE

MANUFACTURED BY EJ GROUP OR APPROVED

EQUIVALENT. COVER MUST BE CLEARLY

LABELED AS "STORM SEWER" (TYP)

6" WALL

THICKNESS

2'

1' MIN

(TYP BOTH SIDES)

MI

N

6"

18"

" M

IN

SU

MP

(T

YP

5' (T

YP

4.5

6"

2' MIN SQUARE I.D.

HDPE

PIPE

TOP OF BASE SLAB PRECAST CONCRETE

BASE

OVERSIZE

HOLE

INSIDE FACE OF

STRUCTURE

NON-SHRINK CEMENT GROUT

(USE BONDING AGENT IF NECESSARY)

PIPE SHALL BE FLUSH WITH STRUCTURE OR SHALL

HAVE 2" MAX PROJECTION INTO MANHOLE AT

SPRINGLINE, AS DETERMINED BY CONTRACTOR..

INVERT SHALL BE SET TO MATCH EXISTING INVERT

3" M

AX

" M

IN

SU

MP

(T

YP

STORM

PLAN VIEW

SECTION VIEW

NOTES:

1. MANHOLES SHALL BE PRECAST CONCRETE DESIGNED FOR HS20-44 VEHICULAR LOADING AND 25% IMPACT.

2. FRAME AND COVER SHALL BE DESIGNED FOR HS20-44 VEHICULAR LOADING AND 25% IMPACT.

3. MANHOLES HAVING A DEPTH GREATER THAN 48" FROM FINISHED SURFACE TO THE FLOOR OF THE CONCRETE BASE SHALL BE PROVIDED WITH STEPS.

4. BACKFILL USING TRENCH BACKFILL, COMPACTED IN 6" LIFTS.

5. SUMPS FOR CATCH BASINS SHALL BE 12".

6. ECCENTRIC CONE TOP CAN BE USED FOR MANHOLES WITH DEPTHS GREATER THAN 84".

7. ALL PRECAST CONSTRUCTION IN ACCORDANCE WITH ASTM C478.

PRECAST OPENING FOR FRAME AND

SOLID COVER

CATCH BASIN FRAME AN CONCRETE ADJUSTMENT

RINGS TO BE SET & EMBEDDED IN HYDRAULIC

CEMENT GROUT (TYP)

8" THICK PRECAST LID

STORM SEWER PIPE OF SIZE AND TYPE

REQUIRED

FRAME AND COVER OF TYPE SPECIFIED SHAPE AND SIZE OF OPENING

TO MATCH FRAME AND COVER

BACKFILL STRUCTURE WITH TRENCH

BACKFILL

NYSDOT NO. 2 CRUSHED STONE

BEDDING

BUTYL

ROPE

GASKET

FINISHED GRADE

NOTES:

1. PRECAST LID TO BE DESIGNED TO WITHSTAND MAX

AASHTO HAS20-44 TRUCK LOADINGS AND 25% IMPACT.

2. MANHOLE COVER SHALL BE PRODUCED BY EJ GROUP

AND BE SOLID COVER (PN# 00120329) AND 8" THICK

FRAME (PN#00120329) OR APPROVED EQUAL. COVER

MUST BE CLEARLY LABELED "STORM SEWER".

3. LOCATE MANHOLE COVER OPENING DIRECTLY OVER

MANHOLE STEPS.

STANDARD COPOLYMER PROPYLENE STEPS AT 12" OC

REQUIRED WHEN DEPTH FROM TOP OF FRAME TO

BOTTOM FLOOW EVELATION EXCEEDS 4'. DISTANCE

BETWEEN TOP OF FRAME AND FIRST STEP SHALL BE 24"

MAX.

PRECAST REINFORCED CONCRETE GRADE

ADJUSTMENT RINGS WITH OPENING TO

MATCH FRAME AND COVER.

PRECAST REINFORCED CONCRETE

FLAT LID WITH OPENING TO MATCH

FRAME AND COVER.

4' MIN PRECAST REINFORCED CONCRETE

MANHOLE AS MANUFACTURED BY FORT

MILLER OR APPROVED EQUIVALENT.

PIPE CONNECTION

5"

MIN

2" MAX

8"

LI

D

4" M

IN

(8

" M

IN

A

DJ

AC

EN

T

TO

CU

RB

) A

ND

" M

AX

G

RA

DE

AD

JU

ST

ME

NT

R

IN

GS

2'- 6"

M

IN

4' MIN DIAMETER

UNLESS OTHERWISE NOTED

" M

IN

SU

MP

8"

BA

SE

MA

NH

OL

E

DE

PT

H

IN

CR

EA

SE

W

IT

H

RI

SE

R

SE

CT

IO

NS

A

S