Livingston County Hampton Crns R24-16970 BID DWGS.pdf

PDF 10 MB Posted Jun 16, 2025

Attached to: Hampton Corners Storage BuildingGeneral, Mechanical, Plumbing, Electrical Construct
Solicitation number: 2025-22
Issued by: Jefferson County, New York

About this file

Written by GovTribe AI · Jun 18, 2025

The document is a comprehensive set of architectural and engineering design drawings for the Livingston County Hampton Corners Vehicle Storage Building project located at 4390 Gypsy Lane in Mount Morris, New York. The bid set includes detailed plans for general construction, civil engineering, HVAC, plumbing, and electrical systems, prepared by CPL Architecture Engineering Planning. The project involves constructing a vehicle storage building with two primary spaces: an 11,010 square foot vehicle storage space and a 1,403 square foot climate-controlled storage area. The bid documents are dated April 2, 2025, with a planned bid opening on July 23, 2025, where separate sealed bids will be accepted for general, mechanical, plumbing, and electrical construction work.

The design drawings specify a dry pipe sprinkler system, gas-fired unit heaters, exhaust fans with carbon monoxide and nitrogen dioxide detection, and a comprehensive electrical system including a 400A service entrance, transformer, and multiple electrical panels. The project will include underground utility work, site grading, and installation of water mains, fire protection systems, and electrical infrastructure. The bid documents indicate the project will be funded locally by Livingston County, with construction anticipated to take place following the bid process. The drawings provide extensive technical details including specific equipment specifications, electrical and mechanical system layouts, and compliance with New York State building and safety regulations.

View the file

Other files

File	Type	Posted
001113 advertisment for bids 6-12-2025.pdf	PDF	Jun 16, 2025
Livingston County Hampton Crns R24-16970 BID SPECS.pdf	PDF	Jun 16, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DRAWING LIST

GENERAL

G000 COVER

CIVIL

C001 GENERAL NOTES

C100 DEMOLITION PLAN

C200 SITE PLAN

C210 GRADING & UTILITY PLAN

C300 MISCELLANEOUS DETAILS

C301 WATER MAIN DETAILS

C302 METER PIT DETAILS

ARCHITECTURAL

A200 OVERALL FLOOR PLAN

HVAC

H000 HVAC SYMBOLS LEGENDS AND CONTRACTOR NOTES

H200 HVAC NEW WORK PLAN

H800 DETAILS AND CONTROLS SCHEMATICS

H900 HVAC SCHEDULES

PLUMBING

P201 FLOOR PLAN - PLUMBING

P501 FLOOR PLANS - FIRE PROTECTION

ELECTRICAL

E000 ELECTRICAL SYMBOLS LEGEND, NOTES AND SYSTEM DIAGRAMS

E002 ELECTRICAL SITE PLAN

E200 SINGLE LINE DIAGRAM AND POWER PLAN

IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY

THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

NY ENGINEERING FIRM CERTIFICATE #0021419

255 Woodcliff Drive Suite 200, Fairport, NY 14450

CPL | Architecture Engineering Planning

CPLteam.com

Client Name

Project Address

PROJECT INFORMATION

Project Name

Project Number

Drawing Title

Drawn By

SHEET INFORMATION

Checked By

Drawing Number

Issued Scale

Project Status

PROFESSIONAL STAMPS

LIVINGSTON COUNTY

HAMPTON CORNERS VEHICLE STORAGE BUILDING

4390 GYPSY LANE

MOUNT MORRIS, NY 14510

P R

C T

S O

N A

C C

BID SET

LIVINGSTON COUNTY

4390 GYPSY LANE

MOUNT MORRIS, NY 14510

HAMPTON CORNERS VEHICLE

STORAGE BUILDING

R24.16970.00

COVER

JDC MM

04/02/2025

BID SET

G000

NY ENGINEERING FIRM CERTIFICATE #0021419

CPL | Architecture Engineering Planning

255 Woodcliff Drive

Suite 200, Fairport, NY 14450

T. 585.454.4570

CPLteam.com

ARCHITECT/ENGINEER

OWNER

LIVINGSTON COUNTY

6 COURT ST.

GENESEO, NY 14454

T. 585-243-7000

PROJECT ISSUE & REVISION SCHEDULE

# Date Description

E X C E L S I ROS

A T E

OF NEW

Y O

R K

A N D R E

P .

GOOD

R M O T E

3 0 9 2

R E G

ED ARCH

E C T

REG. EXP: 05/31/2026

NY FIRM CERTIFICATE OF AUTHORIZATION:

CPL #0021419

ASPHALT PAVEMENT & STRIPING NOTES:

1. ALL TOP COURSE PAVEMENT AND FINAL STRIPING SHALL BE PLACED ONLY AFTER COMPLETION OF ALL SITE WORK UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING TEMPORARY PAVEMENT MARKINGS ON TOP OF BINDER COURSE. ALL STRUCTURES, RIMS, AND GRATES SHALL BE PROTECTED WITH TEMPORARY ASPHALT BINDER.

2. CONTRACTOR SHALL FIELD VERIFY IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, THE DEPTH AND SUITABILITY OF EXISTING GRANULAR MATERIAL FOR REUSE AS GRANULAR MATERIAL IN PROPOSED ASPHALT SECTIONS. OWNER'S REPRESENTATIVE DETERMINATION SHALL BE FINAL

AND BINDING.

3. ALL ASPHALT PAVING SHALL MEET THE LINES AND GRADES AS SHOWN ON THE CONTRACT PLANS.

GENERAL NOTES

1. ALL PRIME CONTRACTORS ARE RESPONSIBLE FOR SECURING THE PROJECT SITE AT THE END OF EACH WORK DAY. ALL MAN AND EQUIPMENT GATES TO REMAIN

CLOSED DURING THE WORK DAY, TO PREVENT PATRONS AND STAFF FROM ENTERING THE CONSTRUCTION WORK AREAS. IF TEMPORARY CONSTRUCTION FENCING IS REMOVED TO ACCESS ACTIVE WORK AREAS, IT MUST BE IMMEDIATELY RESTORED UPON COMPLETION OF WORK OR AT THE END OF THE WORK DAY.

2. THE LOCATIONS, SIZES AND ELEVATIONS OF EXISTING UTILITIES ARE BASED ON INFORMATION COMPILED BY THE ENGINEER FROM DRAWINGS OF RECORDS AND INFORMATION FURNISHED BY THE VARIOUS UTILITIES, WITH FIELD CHECKING WHERE NECESSARY AND POSSIBLE. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED AND MAY BE APPROXIMATE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THIS INFORMATION VERIFIED AND LOCATED PRIOR TO CONSTRUCTION. NO CONSTRUCTION EXCAVATION, BORING, OR BLASTING SHALL BE DONE WITHOUT CERTIFICATION OF THE DEPTH AND LOCATION OF UTILITIES. CALL

UDIG-NY AT 1-(800)-962-7962 AT LEAST 48 HOURS PRIOR TO COMMENCING WORK.

3. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES, SERVICES, SEWERS AND LATERALS AHEAD OF PIPE LAYING OR OTHER WORK OPERATIONS SO THAT IF MINOR ADJUSTMENTS MUST BE MADE IN ELEVATION AND/OR ALIGNMENT, DUE TO INTERFERENCE, THESE CHANGES CAN BE MADE IN ADVANCE OF THE WORK.

4. ALL UTILITY WORK COMPLETED WITHIN THE TOWN OF MOUNT MORRIS RIGHT-OF-WAY MUST CONFORM TO LIVINGSTON COUNTY STANDARD DETAILS AND THE TOWN OF

MOUNT MORRIS STANDARD DETAILS.

5. SAFE AND CONTINUOUS THROUGH TRAFFIC AND INGRESS AND EGRESS FOR ADJACENT OWNER DRIVEWAYS, SERVICE ROADS AND PUBLIC STREETS SHALL BE MAINTAINED

THROUGHOUT THE PERIOD OF CONSTRUCTION.

6. THE OWNER WILL OBTAIN ALL EASEMENTS OR PERMITS OUTLINED IN THE PROJECT SPECIFICATIONS.

7. THE CONTRACTOR SHALL LOCATE, FLAG AND PRESERVE SURVEY MONUMENTS AND PROPERTY CORNER MARKERS.

8. THE CONTRACTOR SHALL HAVE A LICENSED SURVEYOR REESTABLISH ANY PROPERTY CORNERS OR SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION AT NO

ADDITIONAL COST TO THE OWNER.

9. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL TREES, FENCES AND OTHER OBSTACLES WITHIN THE ROW AND EASEMENT.

10. UTILITY POLES SHALL BE SUPPORTED, WHERE NECESSARY, AT NO ADDITIONAL COST TO THE OWNER.

11. CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED TREE EXPERT TO REMOVE, WHERE NECESSARY, BRANCHES WHICH INTERFERE WITH THE CONSTRUCTION OPERATIONS, OR REPAIR TREES HAVING SUFFERED DAMAGE BY CONSTRUCTION ACTIVITIES. COST TO BE INCLUDED IN THE VARIOUS BID ITEMS OF THE CONTRACT.

12. CONTRACTOR TO PROTECT NEW OR EXISTING WORK, SHEETING OR SHORING (IF REQUIRED DURING CONSTRUCTION) AT NO EXTRA COST TO THE OWNER.

13. WHEREVER MAILBOXES, POSTS, FENCES, SHRUBBERY, ETC. ARE IN CONFLICT WITH THE PROPOSED CONSTRUCTION, THEY SHALL BE REMOVED AND RESET AS ORDERED BY

THE ENGINEER. COST TO BE INCLUDED IN THE VARIOUS BID ITEMS OF THE CONTRACT.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF EXCAVATED MATERIAL FROM THE SITE.

15. THE CONTRACTOR SHALL CONFORM TO ALL CONDITIONS OF ANY APPLICABLE EASEMENTS OR PERMITS.

16. MATERIALS, EQUIPMENT, AND VEHICLES ARE NOT TO BE STORED OR PARKED WITHIN THE RIGHT-OF-WAY.

17. REMOVE DEBRIS IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL STATUES, REGULATIONS, AND ORDINANCES.

SEDIMENT AND EROSION CONTROL NOTES

1. SEDIMENT FROM THE SITE SHALL BE PREVENTED FROM DISCHARGING TO ANY SURFACE WATER OR STORMWATER PIPING SYSTEM BY THE INSTALLATION OF

EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES.

2. ALL SLOPES GREATER THAN 1:4 SHALL BE STABILIZED WITH JUTE MESH.

3. CONTRACTOR SHALL APPOINT A PERSON TO BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL MEASURES. THIS PERSON SHALL BE TRAINED IN

ACCORDANCE WITH NYSDEC REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL ACTIVITIES.

4. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE IN ACCORDANCE WITH DETAIL. COORDINATE LOCATION WITH OWNER PRIOR TO ANY ON-SITE ACTIVITIES.

5. PROVIDE AND MAINTAIN INLET PROTECTION ON ALL EXISTING AND NEW CATCH BASINS, MANHOLES AND INLETS UNTIL DRAINAGE AREAS ARE STABILIZED. USE

COMPOST FILTER SOCK IN PLACE OF FILTER FABRIC IN PAVED AREAS.

6. PROVIDE AND MAINTAIN SILT FENCE AROUND PERIMETER OF ALL WORK AREAS, EXCAVATED SOIL STOCKPILES, AND BETWEEN DISTURBED AREAS AND DRAINAGE WAYS OR WATER BODIES. COORDINATE LOCATIONS WITH OWNER AS WORK PROGRESSES AND AREAS ARE STABILIZED. SILT FENCE TO BE INSTALLED AND ENTRENCHED (MIN 6" BELOW GROUND ELEVATION). SILT SOCK MAY USED ON PAVED OR GRAVEL AREAS.

7. ALL EXPOSED SUBGRADE AREAS INTENDED FOR PAVEMENT SHALL BE STABILIZED WITH SUBBASE STONE WITHIN THREE (3) DAYS OF EXCAVATION / PAVEMENT

REMOVALS.

8. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE ACTIVITIES, INCLUDING GRADING OR FILLING OPERATIONS AND

INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES.

9. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED.

10. ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE MAINTAINED AT ALL TIMES

UNTIL CONSTRUCTION IS COMPLETED AND THE WORK AREAS ARE STABILIZED.

11. CONSTRUCT TEMPORARY SILT FENCING ALONG BOTTOM EDGE OF ALL SLOPES AND/OR AS SHOWN, AS DESIGNATED, OR AS DIRECTED BY OWNERS

REPRESENTATIVE.

12. CONSTRUCT TEMPORARY STONE CHECK DAMS ALONG DITCH LINES AS SPECIFIED AND/OR AS SHOWN, AS DESIGNATED, OR AS DIRECTED BY OWNER'S

REPRESENTATIVE.

13. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED WEEKLY. CONTRACTOR SHALL KEEP ON FILE A RECORD OF THE

REQUIRED INSPECTION REPORTS.

14. ALL DISTURBED AREAS,EXPOSED SLOPES AND SWALES SHALL BE VEGETATED (TEMPORARY SEEDED) WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF

ANY PHASE OF GRADING.

15. JUTE MESH OR OTHER STABILIZATION FABRIC SHALL BE APPLIED TO ANY SLOPES GREATER THAN 1V:4H IMMEDIATELY UPON COMPLETION OF GRADING

ACTIVITIES. MESH OR OTHER MEASURE SHALL BE ADEQUATELY SECURED.

16. TEMPORARY SEEDING SHALL BE SEEDED RYE GRASS AT A RATE OF FIVE (5) LBS PER 1,000 SQUARE FEET OF AREA. CONTINUALLY REAPPLY TEMPORARY SEEDING

AT FIRST SIGN OF EROSION OR DETERIORATION OF THE SURFACE GRADE.

17. PERMANENT GROUND COVER SHALL BE INSTALLED ON ALL DISTURBED AREAS WITHIN 5 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR

DEVELOPMENT.

18. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED COMPLETELY UPON FINAL STABILIZATION. COORDINATE TIMING OF REMOVAL WITH

OWNER'S REPRESENTATIVE.

19. CONTRACTOR SHALL FLUSH CLEAN ALL EXISTING AND NEW STORM PIPING WITHIN PROJECT LIMITS AFTER FINAL STABILIZATION IS COMPLETE.

20. WALKWAYS TO BE KEPT FREE AND CLEAR OR DEBRIS, REFUSE AND SILT AT ALL TIMES.

21. DEBRIS, VEGETATION AND OTHER SPOILS REMOVED AS PART OF THE CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OF AT UPLAND LOCATIONS ABOVE THE REACH OF HIGH WATER AND IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS. SEDIMENT DISPOSSAL IN WATER BODY, WETLANDS, FLOODWAYS OR THE

100-YEAR FLOODPLAIN IS STRICTLY PROHIBITED.

22. DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO ANY WETLANDS OR WATERS OF NEW YORK STATE, NOR SHALL WASHINGS FROM READY-MIX CONCRETE TRUCKS, MIXERS OR OTHER DEVICES BE ALLOWED TO ENTER ANY WETLAND OR WATERS. ONLY WATERTIGHT OR WATERPROOF FORMS SHALL BE USED. WET CONCRETE SHALL NOT BE POURED TO DISPLACE WATER WITHIN THE FORMS.

23. CONTRACTOR TO CONSTRUCT A TEMPORARY CONCRETE WASHOUT AREA ADJACENT TO EACH WORK AREA ENTRANCE.

24. THE CONTROL OF DUST ORIGINATING FROM THE CONSTRUCTION OPERATIONS IS CONSIDERED A CRITICAL RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER WILL BE THE FINAL JUDGE OF THE ADEQUACY OF THE CONTRACTOR'S DUST CONTROL EFFORTS. WORK MAY BE SUSPENDED BY THE ENGINEER UNTIL

ADEQUATE DUST CONTROL IS ATTAINED.

GRADING NOTES

1. ALL PROPOSED SPOT ELEVATIONS ARE FINISH GRADES UNLESS OTHERWISE NOTED.

2. ALL PROPOSED SPOT ELEVATIONS AT CURB LINES ARE BOTTOM OF CURB UNLESS OTHERWISE NOTED.

3. GRADE TO DRAIN AT ALL CATCH BASINS, FIELD DRAINS, AREA DRAINS, AND INLETS.

4. FINISH GRADES SHALL SLOPE AWAY FROM ALL BUILDINGS AND STRUCTURES FOR A MINIMUM OF 10 FEET UNLESS DIRECTED TO A STORMWATER COLLECTION

STRUCTURE.

5. ADJUST ALL MH RIMS, CLEAN OUTS, VALVE COVERS, HAND HOLES, AND ALL OTHER UTILITY STRUCTURES TO FINISH GRADES.

6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL GRADES, ELEVATIONS, AND INVERTS.

7. IN ALL DISTURBED AREAS THAT DO NOT CALL FOR PAVEMENT, LANDSCAPING OR OTHER SPECIFIC SURFACE FINISH, THE CONTRACTOR SHALL PLACE A MINIMUM OF 4" TOPSOIL AND GRADE TO EXISTING OR PROPOSED GRADES, AND SEED WITH LAWN GRASS.

8. IF REQUIRED ADJUST ELEVATIONS OF ALL BURIED UTILITY LINES, UNITS & DEVICES TO PROVIDE MINIMUM REQUIRED COVER FOR FINISHED GRADE ELEVATIONS

(COORDINATE WITH UTILITY PROVIDERS).

1. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT AT LOCATIONS DESIGNATED ON PLANS.

2. INSTALL PERIMETER SILT FENCE.

3. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO COMMENCE WITHIN 7 DAYS AFTER CLEARING AND GRUBBING.

4. STRIP TOPSOIL AND STOCKPILE IN A LOCATION ACCEPTABLE TO CONSTRUCTION MANAGER. WHEN STOCKPILE IS COMPLETE, INSTALL PERIMETER SILT FENCE AROUND STOCK PILE, SEED SURFACE WITH 100% PERENNIAL RYEGRASS MIXTURE AT A RATE OF 2-4 LBS. PER 1000 SF. APPLY 90-100 LBS PER 1000 SF OF MULCH.

5. COMMENCE EARTHWORK CUT AND FILLS. THE WORK SHALL BE PROGRESSED TO ALLOW A REASONABLE TRANSFER OF CUT AND FILL EARTH FOR ROUGH GRADING AND EARTH MOVING. THE CONTRACTOR WILL BE GIVEN SOME LATITUDE TO VARY FROM THE FOLLOWING SCHEDULE IN ORDER TO MEET THE FIELD

CONDITIONS ENCOUNTERED.

6. STABILIZE ALL AREAS AS SOON AS PRACTICABLE THAT WILL BE IDLE IN EXCESS OF 7 DAYS AND IN WHICH CONSTRUCTION WILL NOT COMMENCE WITH 14 DAYS.

7. FOLLOWING ROUGH GRADING, UTILITY INSTALLATION SHOULD BEGIN, TRENCH EXCAVATION/BACKFILL AREAS SHOULD BE STABILIZED PROGRESSIVELY AT THE END OF EACH WORKDAY WITH SEED AND STRAW MULCH AT A RATE OF 100% PERENNIAL RYE GRASS AT 2-4 LBS/1000 SF MULCHED AT 90-100 LBS/1000 SF.

8. CONSTRUCT ALL CURB INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWN ON THE PLANS.

9. INSTALL INLET/OUTLET PROTECTION AT THE LOCATIONS OF ALL GRADE INLETS, CURB INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES PRIOR TO

FINAL PAVING.

10. FINISH GRADE AND PAVEMENT SUBGRADE PREPARATION.

11. AS LANDSCAPED AREAS ARE BROUGHT TO GRADE, STABILIZE WITH TOPSOIL, SEEDING AND MULCHING PER SPECIFICATIONS.

12. ASPHALT PAVING AND CONCRETE WORK.

13. REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION (THESE AREAS ARE TO BE PAVED LAST).

CONSTRUCTION SEQUENCING NOTES:

SURVEY SYMBOL LEGEND SURVEY LINETYPE LEGEND

DESIGN SYMBOL LEGEND

ANCHOR

BOLLARD

ELEC. BOX

ELEC. GUY ANCHOR

ELEC. GUY POLE

ELEC. LIGHT POLE

ELEC. MANHOLE

ELEC. SPORT LIGHT

GAS VALVE

FENCE GATE 1

FENCE GATE 2

GEO. BORE HOLE

GEO. TEST PIT

SAN. CLEANOUT

SAN. MANHOLE

SHRUB DECIDUOUS

SHRUB EVERGREEN

SIGN POST

DOUBLE SIGN POST

SIGN DOUBLE POST

ELEC. POWER POLE

DOUBLE SIGN & POST

STRM. CB REC.

STRM. CB ROUND

STRM. CB SQUARE

STRM. CLEANOUT

STRM. END SECT.

STRM. MANHOLE

STRP. ADA

STRP. BIKE

STRP. LEFT

STRP. LEFT-THRU

STRP. ONLY

STRP. RIGHT

STRP. RIGHT-THRU

STRP. SCHOOL

STRP. STOP

STRP. THRU

TREE DECIDUOUS

WATER HYDRANT

WATER SHUT OFF

WATER SAMPLE TAP

WATER WELL

WATER VALVE

TREE CONIFEROUS

DEMOLITION LEGEND

X OBJECT DEMOLITION "X"AREA DEMOLITION HATCH 1

OBJECT DEMOLITION LINEAREA DEMOLITION HATCH 2

AREA DEMOLITION HATCH 3

DESIGN LINETYPE LEGEND

UNDERGROUNDUC UC CABLE TV

UNDERGROUNDUE UE ELECTRIC

UNDERGROUNDFL FL FL FUEL SYSTEMS

UNDERGROUNDG G G

SA SA

SF SF

ST ST

UT UT

W W W

NATURAG GAS

UNDERGROUND SANITARY SEWER

UNDERGROUND SANITARY FORCE MAIN

UNDERGROUND STEAM TRANSMISSION

UNDERGROUND STORM SEWER

UNDERGROUND TELEPHONE

UNDERGROUND WATER SUPPLY

OVERHEADOC OC CABLE TVPROPOSED

PROPOSED

OVERHEADOE OE ELECTRICPROPOSED

DITCHPROPOSED

OVERHEADOT OT TELEPHONEPROPOSED

S S S SILTFENCEPROPOSED

EASEMENTSPROPOSED

BARB WIRE FENCEPROPOSED

CHAIN LINK FENCEPROPOSED

STOCKADE FENCEPROPOSED

STONE WALLPROPOSED

PARCEL LINEPROPOSED

PARCEL SETBACKPROPOSED

RAILROAD TRACKSPROPOSED

ROADWAY GUIDERAILPROPOSED

WATERBODY EDGEPROPOSED

WETLANDPROPOSED

ALIGNMENT CENTERLINEPROPOSED

PROJECT LIMIT LINEPROPOSED

Dr aw in g

Na m e:

S:\ Pr oj ec ts\ Liv in gs to n_

C o\

Ha m pt on s C or ne rs

Ve hi cl e

St or ag e

Bu ild in g\

D es ig n\

C ivi l\ C

_c .d w gD at e la st ac ce sse d:

P M

Da te la st pl ot te

P M

Plo tte d By

: Ni ck

B in ne rt

Sh ee t s ize x4

CPL | Architecture Engineering Planning

CPLteam.com

IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

NY ENGINEERING FIRM CERTIFICATE #0021419

255 Woodcliff Drive, Suite 200 Fairport, NY 14450

LICENSE EXPIRATION DATE: 05/31/2026

No. Date Description

PROJECT ISSUE & REVISION SCHEDULE

Project Number

Project Address

PROJECT INFORMATION

Project Name

Client Name

Drawing Number

SHEET INFORMATION

Drawing Title

Drawn By Checked By

Issued Scale

Project Status

GENERAL NOTES

JEN NCB

AS NOTED

HCVS

C001

LIVINGSTON COUNTY

R24.16970.00

4390 GYPSY LANE, MOUNT MORRIS, NY 14510

HAMPTON CORNERS VEHICLE

STORAGE BUILDING

BID SET

04/02/2025

PROFESSIONAL STAMPS

E X C E L S I ROS

A T E

OF NEW

Y O

R K

A N D R E

P .

GOOD

R M O T E

3 0 9 2

R E G

ED ARCH

E C T

REG. EXP: 05/31/2026

NY FIRM CERTIFICATE OF AUTHORIZATION:

CPL #0021419

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

BASKETBALL HOOP

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

BASELINE STATION

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

BORING

AutoCAD SHX Text

CATCH BASIN SQUARE

AutoCAD SHX Text

CATCH BASIN ROUND

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

CURB STOP

AutoCAD SHX Text

CATV BOX

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

YARD INLET ROUND

AutoCAD SHX Text

DRILL HOLE

AutoCAD SHX Text

DRY HYDRANT

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

FLARED END SECTION

AutoCAD SHX Text

FIBER OPTIC BOX

AutoCAD SHX Text

FILL CAP

AutoCAD SHX Text

FLAGPOLE

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

GAS LINE MARKER

AutoCAD SHX Text

GUY ANCHOR WIRE

AutoCAD SHX Text

GUY ANCHOR POLE

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

HAND HOLE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

INLET MANHOLE

AutoCAD SHX Text

IRON PIN

AutoCAD SHX Text

LIGHT POLE 1

AutoCAD SHX Text

LIGHT POLE 2

AutoCAD SHX Text

LAMP POST

AutoCAD SHX Text

MAIL BOX

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

PEDESTRIAN SIGNAL POLE

AutoCAD SHX Text

POST

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

SANITARY VALVE

AutoCAD SHX Text

SATELLITE DISH

AutoCAD SHX Text

SIGN POST

AutoCAD SHX Text

DOUBLE SIGN POST

AutoCAD SHX Text

SIGN DOUBLE POST

AutoCAD SHX Text

DOUBLE SIGN AND POST

AutoCAD SHX Text

DECIDUOUS SHRUB

AutoCAD SHX Text

EVERGREEN SHRUB

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

SPRINKLER HEAD

AutoCAD SHX Text

DRAINAGE (STORM) MANHOLE

AutoCAD SHX Text

STREET SIGN (4-WAY)

AutoCAD SHX Text

STUMP

AutoCAD SHX Text

TELEPHONE BOX

AutoCAD SHX Text

TELEPHONE MANHOLE

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

TEST PIT

AutoCAD SHX Text

UTILITY BOX

AutoCAD SHX Text

WELL

AutoCAD SHX Text

WETLAND FLAG

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER MANHOLE

AutoCAD SHX Text

WOOD POST SQUARE

AutoCAD SHX Text

WOOD POST ROUND

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

YARD INLET SQUARE

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text W

AutoCAD SHX Text

MANHOLE GENERIC

AutoCAD SHX Text M

AutoCAD SHX Text

MONITOR WELL

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

CABLE TV

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

FUEL SYSTEMS

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

NATURAL GAS

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

SANITARY FORCE MAIN

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

STEAM TRANSMISSION

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

WATER SUPPLY

AutoCAD SHX Text

OVERHEAD

AutoCAD SHX Text

CABLE TV

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

OVERHEAD

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

OVERHEAD

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

CABLE TV

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

FUEL SYSTEMS

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

NATURAL GAS

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

SANITARY FORCE MAIN

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

WATER SUPPLY

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

EASEMENTS

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PARCEL LINE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PARCEL SETBACK

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

RAILROAD TRACKS

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROADWAY GUIDERAIL

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

WATERBODY EDGE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

WETLAND

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PARCEL BOUNDARY LOTS

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROADWAY CENTERLINE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

CONTOUR MINOR

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

CONTOUR MAJOR

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text O

020 40 60

SCALE: 1" = 20'

N E

REMOVE AND DISPOSE OF EXISTING

TREE INCLUDING STUMP

REMOVE AND DISPOSE

OF EXISTING GRAVEL

SAWCUT EXISTING ASPHALT PAVEMENT

(SEE PAVEMENT JOINT DETAIL)

SAWCUT EXISTING ASPHALT PAVEMENT

(SEE PAVEMENT JOINT DETAIL)

S S

SSS

S S

LIMITS OF DISTURBANCE (TYP.)

TEMPORARY SILT FENCE (TYP.)

LIMITS OF DISTURBANCE (TYP.)

TEMPORARY SILT FENCE (TYP.)

SAWCUT EXISTING ASPHALT PAVEMENT

(SEE PAVEMENT JOINT DETAIL)

Dr aw in g

Na oj ec ts\ Liv in gs to n_

C o\

Ha m pt on s C or ne rs

Ve hi cl e

St or ag e

Bu ild in g\

D es ig n\

C ivi l\ C

M O

_c .d w g

Da te la st ac ce

P M

Da te la st pl ot

P M

Plo tte d By

: Ni ck

B in ne rt

Sh ee t s ize x4

CPL | Architecture Engineering Planning

CPLteam.com

IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

NY ENGINEERING FIRM CERTIFICATE #0021419

255 Woodcliff Drive, Suite 200 Fairport, NY 14450

Project Address

PROJECT INFORMATION

Project Name

Client Name

Drawing Number

SHEET INFORMATION

Drawing Title

Drawn By Checked By

Issued Scale

Project Status

DEMOLITION PLAN

JEN NCB

1" = 20'

HCVS

C100

LIVINGSTON COUNTY

R24.16970.00

4390 GYPSY LANE, MOUNT MORRIS, NY 14510

HAMPTON CORNERS VEHICLE

STORAGE BUILDING

BID SET

04/02/2025

PROFESSIONAL STAMPS

E X C E L S I ROS

A T E

OF NEW

Y O

R K

A N D R E

P .

GOOD

R M O T E

3 0 9 2

R E G

ED ARCH

E C T

REG. EXP: 05/31/2026

NY FIRM CERTIFICATE OF AUTHORIZATION:

CPL #0021419

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

BUILDING (FF=631.75)

AutoCAD SHX Text

18" PCP

AutoCAD SHX Text

12" PCP

AutoCAD SHX Text

18" PCP

AutoCAD SHX Text

12" PCP ST

AutoCAD SHX Text

GV.

AutoCAD SHX Text G

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text S

AutoCAD SHX Text

END SECTION: 1345 INV: 623.91

AutoCAD SHX Text

END PIPE: 1347 INV: 624.00

AutoCAD SHX Text

END PIPE: 1268 INV: 624.81

AutoCAD SHX Text

END PIPE: 1265 INV: 626.30

AutoCAD SHX Text

STORM CB: 1097 RIM: 630.23 N INV: 627.23 W INV: 627.08 BOTTOM: 626.43

AutoCAD SHX Text

STORM CB: 1217 RIM: 631.92 S INV: 627.82 BOTTOM: 627.27

AutoCAD SHX Text

6" ST

AutoCAD SHX Text

6" ST

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text E

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

POND

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text R

N E

134'

84'

ASPHALT PAVEMENT

JOINT (SEE DETAIL)

ASPHALT PAVEMENT

JOINT (SEE DETAIL)

R50'

R20'

R25'

ASPHALT PAVEMENT (TYP.)

30'

ASPHALT PAVEMENT

JOINT (SEE DETAIL)

CB-01

RIM: 625.95

N INV. IN: 623.45

SE INV. IN: 623.45

ES-01

INV: 622.99

5'W CONCRETE SIDEWALK

129'

R20'

R5'

5'W CONCRETE SIDEWALK

4'x4' CONCRETE SIDEWALK

R20'

R10'

53'

27'

20'

Project Address

PROJECT INFORMATION

Project Name

Client Name

Drawing Number

SHEET INFORMATION

Drawing Title

Drawn By Checked By

Issued Scale

Project Status

SITE PLAN

JEN NCB

1" = 20'

HCVS

C200

LIVINGSTON COUNTY

R24.16970.00

4390 GYPSY LANE, MOUNT MORRIS, NY 14510

HAMPTON CORNERS VEHICLE

STORAGE BUILDING

BID SET

04/02/2025

PROFESSIONAL STAMPS

Dr aw in g

Na oj ec ts\ Liv in gs to n_

C o\

Ha m pt on s C or ne rs

Ve hi cl e

St or ag e

Bu ild in g\

D es ig n\

C ivi l\ C

_c .d w g

Da te la st ac ce

P M

Da te la st pl ot

P M

Plo tte d By

: Ni ck

B in ne rt

Sh ee t s ize x4

CPL | Architecture Engineering Planning

CPLteam.com

IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

NY ENGINEERING FIRM CERTIFICATE #0021419

255 Woodcliff Drive, Suite 200 Fairport, NY 14450

LICENSE EXPIRATION DATE: 05/31/2026

E X C E L S I ROS

A T E

OF NEW

Y O

R K

A N D R E

P .

GOOD

R M O T E

3 0 9 2

R E G

ED ARCH

E C T

REG. EXP: 05/31/2026

NY FIRM CERTIFICATE OF AUTHORIZATION:

CPL #0021419

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

BUILDING (FF=631.75)

AutoCAD SHX Text

GV.

AutoCAD SHX Text G

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text E

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

POND

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text R

N E

ALTERNATE GC-1:

2" SERVICE CONNECTION WITH

CURB BOX

ALTERNATE GC-1:

RECONNECT EXISTING 2" SERVICE

ALTERNATE GC-1:

HYDRANT ASSEMBLY

ALTERNATE GC-1:

6" 90° BEND

ALTERNATE GC-1:

6"x6"x6" TEE

ALTERNATE GC-1:

6" DR-18 PVC WATER SERVICE

ALTERNATE GC-1:

6" 22.5° BEND

ALTERNATE GC-1:

6" DR-18 PVC WATER MAIN

WWWW

ALTERNATE GC-1:

ABANDON EXISTING 2"

WATER SERVICE IN PLACE

ALTERNATE GC-1:

6" GATE VALVE (OPERATIONALLY

CLOSED) AND PLUG

ALTERNATE GC-1:

6" DR-18 PVC WATER MAINALTERNATE GC-1:

6" 22.5° BEND

ALTERNATE GC-1:

PROVIDE A MINIMUM OF 18" OF

SEPARATION FROM SANITARY SEWER.

UTILIZE VERTICAL BENDS AS NECESSARYALTERNATE GC-1:

CONNECT TO EXISTING 8" PVC WATERMAIN UTILIZING

8"x6" TEE AND 6" GATE VALVE. CONTRACTOR SHALL

COORDINATE TEMPORARY WATER SHUTDOWN WITH

OWNER A MINIMUM OF 48 HOURS IN ADVANCE.

ALTERNATE GC-1:

TEMPORARY DISINFECTION

AND SAMPLING TAP

S S

SSS

S S

LIMITS OF DISTURBANCE (TYP.)

TEMPORARY SILT FENCE (TYP.)

LIMITS OF DISTURBANCE (TYP.)

TEMPORARY SILT FENCE (TYP.)

627626625

623 628

ALTERNATE GC-1:

6" GATE VALVE

CB-01

RIM: 625.95

N INV. IN: 623.45

SE INV. IN: 623.45

ES-01

INV: 622.99

70 LF OF 12" SICPP @ 0.67%

70 LF OF 6" FRENCH DRAIN PIPE

DAYLIGHT FRENCH DRAIN PIPE

8" X 6" WYE

8" X 6" TRANSITION

PROVIDE 6"X4" WYE. INSTALL 4" PVC

8" ABOVE GRADE AND INSTALL A

PLUG FOR FUTURE DOWNSPOUT

CONNECTION (TYP. OF 10)

CLEANOUT

259 LF OF 6" SDR-21 @ 2.0%

GAS SERVICE AND METER (BY OTHERS)

15 LF OF 6" SDR-21 @ 2.0%

61 LF OF 8" SDR-21 @ 2.0%

182 LF OF 6" SDR-21 @ 2.0%

LOCATE, PROTECT AND MAINTAIN

EXISTING ELECTRIC AND FIBER.

ALTERNATE GC-1:

TEMPORARY DISINFECTION

AND SAMPLING TAP

SLOPE CONCRETE SIDEWALK

AWAY FROM BUILDING AT 1.5%

ALTERNATE GC-1:

UPON SUCCESSFUL TRANSFER OF EXISTING

2" WATER SERVICE, CLOSE EXISTING

WATER SERVICE VALVE AND CAP

ALTERNATE GC-1:

CONTRACTOR SHALL SCHEDULE ROAD

CROSSING TO MAINTAIN AT LEAST (1)

FULL TRAFFIC LANE FOR EMERGENCY

VEHICLES AT ALL TIMES. CONTRACTOR

SHALL COORDINATE WITH THE OWNER A

MINIMUM OF 48 HOURS IN ADVANCE.

Dr aw in g

Na oj ec ts\ Liv in gs to n_

C o\

Ha m pt on s C or ne rs

Ve hi cl e

St or ag e

Bu ild in g\

D es ig n\

C ivi l\ C

0_ G

_c .d w g

Da te la st ac ce

Da te la st pl ot

M Plo tte d

By : Ni ck B in ne rt Sh ee t s ize x4

CPL | Architecture Engineering Planning

CPLteam.com

IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

NY ENGINEERING FIRM CERTIFICATE #0021419

255 Woodcliff Drive, Suite 200 Fairport, NY 14450

Project Address

PROJECT INFORMATION

Project Name

Client Name

Drawing Number

SHEET INFORMATION

Drawing Title

Drawn By Checked By

Issued Scale

Project Status

GRADING & UTILITY PLAN

JEN NCB

1" = 20'

HCVS

C210

LIVINGSTON COUNTY

R24.16970.00

4390 GYPSY LANE, MOUNT MORRIS, NY 14510

HAMPTON CORNERS VEHICLE

STORAGE BUILDING

BID SET

04/02/2025

PROFESSIONAL STAMPS

E X C E L S I ROS

A T E

OF NEW

Y O

R K

A N D R E

P .

GOOD

R M O T E

3 0 9 2

R E G

ED ARCH

E C T

REG. EXP: 05/31/2026

NY FIRM CERTIFICATE OF AUTHORIZATION:

CPL #0021419

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

BUILDING (FF=631.75)

AutoCAD SHX Text

18" PCP

AutoCAD SHX Text

12" PCP

AutoCAD SHX Text

18" PCP

AutoCAD SHX Text

12" PCP ST

AutoCAD SHX Text

GV.

AutoCAD SHX Text G

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text S

AutoCAD SHX Text

END SECTION: 1345 INV: 623.91

AutoCAD SHX Text

END PIPE: 1347 INV: 624.00

AutoCAD SHX Text

END PIPE: 1268 INV: 624.81

AutoCAD SHX Text

END PIPE: 1265 INV: 626.30

AutoCAD SHX Text

STORM CB: 1097 RIM: 630.23 N INV: 627.23 W INV: 627.08 BOTTOM: 626.43

AutoCAD SHX Text

STORM CB: 1217 RIM: 631.92 S INV: 627.82 BOTTOM: 627.27

AutoCAD SHX Text

6" ST

AutoCAD SHX Text

6" ST

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text E

AutoCAD SHX Text

1-STORY METAL BUILDING

AutoCAD SHX Text

POND

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text R

N.T.S.

SOIL STOCKPILE STABILIZATION DETAIL

NOTES:

1. AREA CHOSEN FOR STOCKPILING SHALL BE DRY AND STABLE.

2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1.

3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY

BALES AND STABILIZED SEED AND MULCH OR JUTE MESH.

4. SEE SPECIFICATIONS FOR INSTALLATION OF SILT FENCE AND HAY BALES.

5. SIZE OF STOCKPILE SHALL NOT EXCEED THE LIMITATIONS OF DRAINAGE AREA PER SILT FENCE SPECIFICATIONS.

6. INSTALL SILT FENCE AND OR HAY BALES A MINIMUM OF 10' FROM THE TOE OF THE STOCKPILE.

SLOPE OR LESS1

EXISTING GRADE

SILT FENCE TO BE INSTALLED PER

THE N.Y.S. GUIDELINES FOR

EROSION & SEDIMENT CONTROL.

HAYBALE IF CONTINUOUS

ACCESS IS NECESSARY.

SILT FENCE IF NOT.

FINISH

GRADE

CONCRETE

WASHOUT

FACILITY

1'-0"

SIGNBALE PROFILE

PROFILE OF FACILITY

20'-0" MIN.

1' -0

ISOMETRIC VIEW OF FACILITY

1/2" LAG SCREWS

(MINIMUM 2 PER POST)

BLACK LETTER:

12" MIN. TEXT HT.

BOLD FONT

PLYWOOD SHEET

(48"x24"x1/2"

THICK)

WOOD POSTS (4"x4"x8'-0")

PLACE BALES TIGHTLY TOGETHER

BALE BINDING

ANGLE WOOD STAKE TOWARD PREVIOSLY LAID BALE.

DRIVE ANGLED WOOD STAKE BEFORE VERTICAL STAKE

TO ENSURE TIGHT ABUTMENT TO ADJACENT BALE.

SOIL SEPARATION FABRIC UNDER ENTIRE WASHOUT FACILITY

HARD WOOD STAKES MINIMUM 2 PER BALE. STAKES

SHALL BE 3"X3" WITH A MINIMUM LENGTH OF 3'-6".

POUND STAKE FLUSH WITH TOP OF STRAW BALE.

ALL BE MINIMUM 1/4" DIA. STEEL WIRE

AT LEAST 2" WIDE BY 8" DEEP IN SIZE.

METAL SPIKE, TYP.

SLOPE TO 1'-0" DEPTH AT CENTER RETURN

TO ORIGINAL FINISH GRADE AND SURFACE

MATERIAL AFTER REMOVAL OF BASIN

UNDISTURBED SUBGRADE

SECURE PLASTIC LINING WITH METAL SPIKES OR SAND BAGS, TYP.

SOIL SEPARATION FABRIC UNDER ENTIRE WASHOUT FACILITY

SIDE WALLS CONSTRUCTED WITH STRAW BALES LAID END TO END AND HELP

IN PLACE WITH HARD WOOD STAKES. RECESS BALES MIN. 4" INTO GRADE.

'-0

" M

CONCRETE TRUCK WASHOUT

N.T.S.

CONSTRUCTION SPECIFICATIONS

SECTION

GROUND SURFACE

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH

WIRE TIRES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR

HARDWOOD.

2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH

TIES SPACED EVERY 24" AT TOP OF MID SECTION. FENCE SHALL BE

WOVEN WIRE, 6" MAXIMUM MESH OPENING.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY

SHALL BE OVERLAPPED BY 6" AND FOLDED. FILTER CLOTH SHALL BE

EITHER FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUAL.

4. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS

SHOWN.

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL

REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE

WOVEN WIRE FENCE (MIN. 14 GAUGE

WITH MAX 6" MESH SPACING)

36" MIN. LENGTH FENCE POSTS

DRIVEN MIN. 16" INTO GROUND

36" MIN. FENCE POST

WOVEN WIRE FENCE (MIN. 14

GAUGE WITH MAX. 6" MESH

SPACING) WITH FILTER CLOTH

PERSPECTIVE VIEW

UNDISTURBED

GROUND

" M

8' MAX. C. TO C.

. O F

FLOW

" M

6" M

FLOW

SILT FENCE

N.T.S.

PROFILE

PLAN VIEW

3' 5:1

MOUNTABLE BERM (OPTIONAL)

EXISTING GROUND

EXISTING PAVEMENT

CONSTRUCTION NOTES:

1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY)

3. THICKNESS - NOT LESS THAN SIX (6) INCHES

4. WIDTH - TWELEVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS.

TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.

5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWATD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTIVAL, A MOUNTABLE BERM WITH 5% SLOPES WILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC

RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN

APPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

' M

50' MIN.

6" SUBBASE STONE SECTION

(NYSDOT TYPE 304.12)

FILTER CLOTH

50' MIN.

12' MIN.

EXISTING

PAVEMENT

STABILIZED CONSTRUCTION ENTRANCE/DRIVEWAY

N.T.S.

N.T.S.N.T.S.

1 1/2" ASPHALT TOP COURSE

(NYSDOT 12.5 F3 HMA 80 SERIES)

2 1/2" ASPHALT BINDER COURSE

(NYSDOT 19 F9 HMA 80 SERIES)

18" SUBBASE STONE (NYSDOT 304.12 TYPE II)

WOVEN STABILIZATION FABRIC (MIRAFI 500X)

COMPACTED SUBGRADE PER

SPECIFICATIONS AND WITH APPROVED

PROOF ROLLING UNDERCUT ALL

BURIED TOPSOIL AND FILL MATERIAL.

3" ASPHALT BASE COURSE

(NYSDOT 37.5 F9 HMA 80 SERIES)

N.T.S.

ASPHALT PAVEMENT SECTION

EXISTING PAVEMENT

TOP COURSE

BINDER COURSE

BASE COURSE

SUBBASE

SEALANT

TACK COAT ALL HORIZ. AND VERT.

SURFACES BEFORE PAVING. APPLY

TACK COAT 0.05 GAL/S.Y.

VERTICAL SAW CUTS

12" 4" 4"

MATCH EXISTNG PAVEMENT, SEE PLAN

NEW

PAVEMENT

NOTES:

1. PAVEMENT COURSES TO MATCH EXISTING IN DEPTH FOR WIDTH OF SHEAR STEP AND SHALL

TRANSITION TO THE APPROPRIATE ASPHALT COURSE DEPTHS AND TYPES AS SPECIFIED.

2. EXISTING PAVEMENT SHALL BE SAW CUT TO OBTAIN A STRAIGHT AND NEAT EDGE FOR PAVING.

FINAL SAW CUT SHALL BE MADE PRIOR TO PAVING AND AFTER SUBBASE STONE IS PLACED.

PAVEMENT JOINT

N.T.S.

DUCTILE IRON PIPE

PVC PIPE

SANITARY SEWER

PVC PIPE

STORM SEWER

ALL PIPE MATERIALS

NYSDOT ITEM 203.07M SELECT GRANULAR FILL

NYSDOT SPECIFICATION SECTION 703-07

NYSDOT #1A SCREENED GRAVEL OR CONCRETE SAND

COMPACTED NATIVE MATERIAL NO AGGREGATE

NYSDOT #1A SCREENED GRAVEL OR CONCRETE SAND

LARGER THAN 3"*

NYSDOT SPECIFICATION SECTION 703-07

NYSDOT #1A SCREENED GRAVEL OR CONCRETE SAND

NYSDOT SPECIFICATION SECTION 703-07

NYSDOT #1A SCREENED GRAVEL OR CONCRETE SAND

NYSDOT #2 COARSE AGGREGATE NYSDOT #2 COARSE AGGREGATE

* IN ROCK AREAS USE NYSDOT ITEM 203.07M SELECT GRANULAR FILL

WATER MAIN

SAWCUT PRIOR TO PAVEMENT

RESTORATION (TYP. EACH SIDE)

PARTIAL SAWCUT PRIOR TO

EXCAVATION (TYP. EACH SIDE)

** WATER MAIN PLACED 5 FEET OR LESS FROM CENTERLINE OF WATER MAIN TO EDGE OF ASPHALT PAVEMENT (EITHER ROAD OR SHOULDER) SHALL MEET THE BACKFILL REQUIREMENTS OF GRAVEL SHOULDER/PAVEMENT AREA REPLACEMENT DETAILS.

TRENCH EXCAVATION AND

BACKFILL LIMIT OD + 2'

GRASS AREA-LAWN

RESTORATION OR FIELD

RESTORATION

4" TOPSOIL

CONTRACTOR TO PROVIDE SAFE

EXCAVATION

COMPACTED BACKFILL SUITABLE NATIVE

MATERIAL, WITH NO AGGREGATE LARGER

THAN 6" SIZE

UNDISTURBED EARTH

TRENCH EXCAVATION LIMIT

SEE PIPE EMBEDMENT

REQUIREMENTS BELOW

5' -0

" M

. C O

W A

M A

PIPE

EMBEDMENT

AREA 12

12"

ROCK EARTH

GRASS AREA

PIPE EMBEDMENT REQUIREMENTS PAVEMENT & SHOULDER AREAS

GRAVEL SHOULDER/

PAVEMENT AREA

LAWN & FIELD AREAS

PIPE EMBEDMENT AREA

WATER MAIN

NOM. I.D. 6'

-0

. C O

W A

M A

NYSDOT ITEM 203.07M SELECT

GRANULAR FILL COMPACTED

IN 6" LIFTS - NYSDOT 203-3.15

TRENCH EXCAVATION AND

BACKFILL LIMIT OD + 2'

PAVEMENT

SEALER SEE NOTE

SEE PAVEMENT

SECTIONS

12"12"

6" 6" M

12" 12"

PIPE TRENCH DETAIL

N.T.S.

PERFERATED CPP PIPE. REFER TO UTILITY

PLAN FOR DIAMETERS.

WASHED #1 AND #2

GRAVEL

" M

2 MIN."

TOP OF TRENCH SET LEVEL

OVER ENTIRE LENGTH

LINE TRENCH WITH NON

WOVEN FILTER FABRIC. DO

NOT OVERLAP

FRENCH DRAIN

N.T.S.

6" OF LIGHT RIP-RAP

La, 10' MIN

VARIABLE

HAND PLACE MEDUIM

STONE FILLING RIP/RAP

NYSDOT ITEM# 620.04

ISOMETRIC VIEW

TYPICAL FLARED

END SECTION

CULVERT PIPE

La d o

doW

3' Xd

PLAN VIEW

La (10' MIN.)

(OR AS SPECIFIED IN CHART)

HAND PLACED MEDUIM STONE

FILLING RIP/RAP NYSDOT ITEM# 620.04

do = PIPE DIA. (SEE PLANS) La = APRON LENGTH

W = APRON WIDTH (CENTERED ON PIPE)

D = APRON DEPTH

D SECTION A-A

TYPICAL FLARED

END SECTION

La (10' MIN.)

(OR AS SPECIFIED IN CHART)

SLOPE VARIES FLOW

MIRAFI 500x FILTER FABRIC

RIP RAP SIZING CHART

PIPE DIA. W1 - MINIMUM W2 - MINIMUM La - MINIMUM D - MINIMUM

12" 3' 11' 10' 13.5"

18" 4.5' 11.5' 10' 13.5"

24" 6' 12' 10' 13.5"

36" 9' 12.5 10' 13.5"

NOTES:

1. d = 1.5 TIMES THE MAXIMUM STONE BUT NO LESS THAN 6".

2. INSTALL FILTER MIRAFI 500x OR APPROVED EQUAL FILTER FABRIC BETWEEN RIP-RAP AND SUBGRADE.

RIP-RAP OUTLET PROTECTION DETAIL

N.T.S.

LETTERING ON COVER

(AS REQUIRED)

SAN.

SEWER

C.O.

STORM

SEWER

C.O.

LONG SWEEP - 1/8 BEND OR 2-1/16 BENDS

SAME SIZE AS LATERAL, UP TO 6" DIA.

IN PAVED AREAS, INSTALL

CAST IRON FRAME AND

COVER; INSTALL FLUSH

WITH FINISHED GRADE.

1" TO 3"

CLEARANCE

FINISHED GRADE

FINISHED GRADE IN UNPAVED AREAS,

WITHOUT FRAME AND COVER. PROVIDE

CAST IRON CLEANOUT TAPPED FERRULE

WITH BRASS PLAG

APPROX. 10"

7- 1/

CRUSHED STONE

6" MINIMUM.

SEWER CLEAN-OUT

N.T.S.

COMPACTED SUBGRADE

SLOPE TO ROAD 1/4"/FT.

2" MINIMUM DEPTH

FULL WIDTH OF

CONCRETE SLAB.

EXPANSION

JOINT

CONTRACTION

JOINT

SIDE VIEW

CROSS-SECTIONAL VIEW

25'-0" TO NEXT EXPANSION JOINT

VARIES-REFER TO SITE PLAN

OR MATCH EXISTING6"

5000 PSI CONCRETE 4" THICK, USE

1.5 LBS/CY OF FIBER MESH (SIKA

FIBERMESH 300 OR EQUIVALENT)6" SUBBASE STONE

(NYSDOT 304.12 TYPE II)

6" SUBBASE

1/2" PREMOULDED RESILIENT

JOINT FILLER WITH CAULK AGAINST ALL

BUILDING WALLS AND END OF EACH POUR

FULL WIDTH OF CONCRETE SLAB

1/4" CHAMFER EDGE

5'-0" OR AS SHOWN

ON SITE PLAN

5'-0" OR AS SHOWN

ON SITE PLAN

TYPICAL CONCRETE SIDEWALK

N.T.S.

Dr aw in g

Na oj ec ts\ Liv in gs to n_

C o\

Ha m pt on s C or ne rs

Ve hi cl e

St or ag e

Bu ild in g\

D es ig n\

C ivi l\ C

_c .d w gD at e la st ac ce

P M

Da te la st pl ot

P M

Plo tte d By

: Ni ck

B in ne rt

Sh ee t s ize x4

CPL | Architecture Engineering Planning

CPLteam.com

IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND THE COMMISSIONER'S

REGULATIONS FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM

BEARING THE SEAL OF AN ARCHITECT, ENGINEER OR SURVEYOR IS ALTERED, THE ALTERING

PARTY SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE

ALTERATION.

NEW YORK STATE EDUCATION STATEMENT

NY ENGINEERING FIRM CERTIFICATE #0021419

255 Woodcliff Drive, Suite 200 Fairport, NY 14450

Project Address

PROJECT INFORMATION

Project Name

Client Name

Drawing Number

SHEET INFORMATION

Drawing Title

Drawn By Checked By

Issued Scale

Project Status

MISCELLANEOUS DETAILS

JEN NCB

AS NOTED

HCVS

C300

LIVINGSTON COUNTY

R24.16970.00

4390 GYPSY LANE, MOUNT MORRIS, NY 14510

HAMPTON CORNERS VEHICLE

STORAGE BUILDING

BID SET

04/02/2025

PROFESSIONAL STAMPS

E X C E L S I ROS

A T E

OF NEW

Y O

R K

A N D R E

P .

GOOD

R M O T E

3 0 9 2

R E G

ED ARCH

E C T

REG. EXP: 05/31/2026

NY FIRM CERTIFICATE OF AUTHORIZATION:

CPL #0021419

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text R

NOTES:

1. IMMEDIATELY PRIOR TO THE WATER DEPARTMENT PLACING THE WATER MAIN IN SERVICE, CONTRACTOR SHALL REMOVE

ALL COMPONENTS ASSOCIATED WITH TEMPORARY FACILITIES (i.e. SAMPLING TAPS, ETC.). THE CORPORATION STOP SHALL BE PLACED IN THE CLOSED POSITION AND THE QUICK CONNECT COUPLING PLUGGED IF THE LOCATION IS NOT USED AS A

WATER SERVICE.

2. THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR DISINFECTING WATER MAINS DESIGNATION C651. FOLLOWING DISINFECTION, THE WATER MAIN SHALL BE FLUSHED UNTIL THE CHLORINE CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE SYSTEM. THE SAMPLING POINT(S) MUST BE

DECONTAMINATED BY FLAMING.

3. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS.

4. ALL WATER MAIN FITTINGS NOT RECEIVING 24-HOUR CHLORINATION DISINFECTION CONTACT TIME MUST BE SWAB DISINFECTED

30 MINUTES PRIOR TO INSTALLATION.

5. THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE DEPARTMENT OF HEALTH.

WATER MAIN

1" CORPORATION STOP

1" COPPER (MIN.)

1" CURB STOP

GRADE

12"

MIN.

TEMPORARY DISINFECTION/BLOW-OFF/SAMPLING TAP

N.T.S. N.T.S.

END CAP WITH TEMPORARY 2" BLOW OFF

CONCRETE BLOCK FOR CURB BOX (4"x8"x16")

PROVIDE 2"x2 1/2" NATION STANDARD

BRASS COMPRESSION FITTING

FINISHED GRADE LINE

2" TYPE 'K' COPPER

2"x6" LG. BRASS NIPPLE

2" CURB STOP

PLUG WITH 2" TAP

MECHANICAL JOINT

CAP ON VALVE

SIDEWALK

EDGE OF PAVEMENT OR CURB

SURFACE

NOTES:

1. HYDRANT WEEP HOLES SHALL NOT BE PLUGGED UNLESS GROUNDWATER IS ENCOUNTERED WITHIN 7 FEET OF

FINISHED GRADE. IF HYDRANT WEEP HOLES ARE

PLUGGED, PAINT PUMPER CONNECTION BLUE.

2. ALL FLANGES ON FIRE HYDRANT LEG SHALL BE MECHANICAL JOINT RESTRAINING TYPE OF FLANGES.

3. BARREL SHALL BE SINGLE PIECE PROVIDED TO MEET FIELD CONDITIONS AND THE MINIMUM AND MAXIMUM

DIMENSIONS AS SHOWN ON THIS DETAIL.

4. HYDRANTS DESIGNATED AS BLOW OFF HYDRANTS SHALL HAVE THE TEE ROTATED 45 DEGREES DOWN FROM THE

HORIZONTAL AXIS WITH APPROPRIATE FITTINGS

AND APPURTENANCES PROVIDED.

5. ORIENTATION AND EXACT LOCATION TO BE DETERMINED BY ENGINEER.

6. EXISTING GRADE AT HYDRANT LOCATION SHALL BE MODIFIED AS NECESSARY TO MAINTAIN A MINIMUM ELEVATION

DIFFERENCE FROM BREAKAWAY FLANGE

TO EDGE OF PAVEMENT ELEVATION OF ±2 FEET. THIS INCLUDES CUTTING OR FILLING AS NECESSARY.

7. DIP FITTINGS AND VALVES SHALL BE WRAPPED WITH 2 MIL. THICK POLYETHYLENE, 2 FEET BEYOND END OF FITTING ON

PVC PIPE, TO INCLUDE HYDRANT BURY.

8. ALL BOLTS AND NUTS SHALL BE FLUOROCARBON COATED.

2'-0" DIA. MIN.

24" MIN.

2' MIN. 18" MIN. 18" MIN.

M A

" M

A K

N G

HYDRANT MARKER WITH FLAG: BONNET BOLT

MOUNTED FLAT BRACKET WITH SPRING, 5-FOOT

WHITE FIBERGLASS ROD WITH ALTERNATING

STRIPES…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 18, 2025.