Title Sheet · Webster Civic

PROJECT NOTES A.

B.

COLLIERS ENGINEERING & DESIGN DID NOT VISIT THIS SITE TO VERIFY EXISTING CONDITIONS. ANY CONFLICT WITH THE PROPOSED DESIGN MUST BE DISCUSSED WITH THE CONSTRUCTION MANAGER.

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES OR OTHER PUBLIC/GOVERNING AUTHORITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES.

THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE AS A RESULT OF CONSTRUCTION OF THIS FACILITY AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.

THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING THE BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.

ENGINEERS + C O SURVEYING N S

915 HARD ROAD WEBSTER, NY 14580 MONROE COUNTY VICINITY MAP

W

LATITUDE

LONGITUDE: GROUND ELEVATION: JURISDICTION: COUNTY:

E

COMPANY

ADDRESS: CITY, STATE, ZIP:

OWNER

ADDRESS: CITY, STATE, ZIP:

12. CONTRACTOR MUST FIELD LOCATE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.

COMPANY

ADDRESS: CITY, STATE, ZIP: CONTACT: OWNES: E-MAIL:

SOURCE

BING MAPS

CODE COMPLIANCE By

RYAN.DEVANY

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. 1.

2020 BUILDING CODE OF NYS, INCORPORATING THE 2018 IBC

INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 IEEE C2 LATEST EDITION

2017 NEC

TELCORDIA GR-1275

2020 NYS FIRE CODE

10.

ANSI T1.311

AMERICAN INSTITUTE OF STEEL CONSTRUCTION 360-16

11.

PROPOSED USE

ELECTRIC VEHICLE CHARGING

AMERICAN CONCRETE INSTITUTE

12.

SECTION 625 OF THE NATIONAL ELECTRICAL CODE (NFPA 70)

CONSTRUCTION TYPE

IIB

USE GROUP

PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE

R

_____________________________ FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM SCALE :

JOB NUMBER :

AS SHOWN

CHARGESMART EV 5 SOUTHSIDE DRIVE, SUITE 11-184 CLIFTON PARK, NY 12065

WIDEWATERS 5 MILELINE ASOC LLC 1 FOUNTAIN PLZ BUFFALO, NY 14203-1495

ENGINEERING COMPANY

PROJECT LOCATION 13. CONTRACTOR SHALL CONTACT STATE SPECIFIC ONE CALL SYSTEM THREE WORKING DAYS PRIOR TO ANY EARTH MOVING ACTIVITIES.

\AcPublish_18768\Fairfield Inn and Suites Rochester East.CD.Rev A.dwg\T-1

· SUPPLY AND INSTALL (1) PANEL BOARD · SUPPLY AND INSTALL (1) METER/DISCONNECT · SUPPLY AND INSTALL (2) 48A DUAL PORT ELECTRIC VEHICLE CHARGERS · SUPPLY AND INSTALL (3) CONCRETE PADS · SUPPLY AND INSTALL REQUIRED CONDUIT/WIRING · PROVIDE TRENCHING/RESTORATION AS REQUIRED

PROPERTY OWNER

THE FACILITY DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE.

THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF COLLIERS ENGINEERING & DESIGN.

43.213131° (GOOGLE EARTH) -77.461931° (GOOGLE EARTH) 407'± AMSL (GOOGLE EARTH) TOWN OF WEBSTER MONROE COUNTY

SCOPE OF WORK

APPLICANT

S

THE PROPOSED FACILITY WILL COMPLY WITH ALL STATE AND LOCAL STORMWATER ORDINANCES.

PROJECT INFORMATION SITE INFORMATION

N

10. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACILITY AS TO CAUSE A NUISANCE. 11.

U L T I N G

SITE NAME

FAIRFIELD INN AND SUITES

NORTH

www.colliersengineering.com Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design.

A SURVEY HAS NOT BEEN CONDUCTED BY COLLIERS ENGINEERING AND DESIGN. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.

Engineering & Design

SITE INFORMATION OBTAINED FROM THE FOLLOWING:

COLLIERS ENGINEERING & DESIGN, INC 2000 MIDLANTIC DRIVE, SUITE 100 MT. LAUREL, NJ 08054 STEPHANIE MULHERN (856) 797-0412 STEPHANIE.MULHERN@COLLIERSENG.COM

SHEET INDEX SHEET T-1 GN-1 C-1 C-2 A-1 A-2 A-3

DESCRIPTION TITLE SHEET PROJECT NOTES SITE PLAN PARTIAL SITE PLAN PROJECT DETAILS PROJECT DETAILS PROJECT DETAILS

25902012

A

04/21/25

ISSUED FOR REVIEW

JJK

SLM

REV

DATE

DESCRIPTION

DRAWN BY

CHECKED BY

Stephanie Mulhern NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 110126 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PERSONALLY DESIGN ALL IOF AM THE LAWS RESPONSIBLE ENGINEERING INCLUDED AND PREPARED, REGULATIONS FOR IN THIS DESIGNS DETERMINING OR APPLICATION DIRECTLY OF INCLUDED THE DISTRICT SUPERVISED THAT ARE IN THE INHIS OF THE COMPLIANCE ARCHITECTURAL APPLICATION. COLUMBIA. DEVELOPMENT WITH I HAVE

SITE NAME:

FAIRFIELD INN AND SUITES 915 HARD ROAD WEBSTER, NY 14580 MONROE COUNTY MT. LAUREL

Engineering & Design

2000 Midlantic Drive, Suite 100 Mt. Laurel, NJ 08054 Phone: 856.797.0412 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C.

SHEET TITLE :

TITLE SHEET SHEET NUMBER :

UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION.

T-1 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

DESIGN CRITERIA

WIRING METHODS

NOTABLE CODE ITEMS:

1.1. WHERE PROVIDED, ELECTRIC VEHICLE CHARGING STATIONS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70. ELECTRIC VEHICLE CHARGING SYSTEM EQUIPMENT SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2202. ELECTRIC VEHICLE SUPPLY EQUIPMENT SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2594.

ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL CONFORM TO THE NATIONAL ELECTRIC CODE, LOCAL STATE CODES AND OTHER APPLICABLE LOCAL CODES.

SYSTEM CONDUCTORS SHALL BE RATED FOR 90° C, WET RATED, UV RESISTANT AND A MINIMUM OF 600V RATED.

SYSTEM CIRCUIT CONDUCTORS SHALL BE IDENTIFIED AT ALL TERMINATIONS, CONNECTIONS AND SPLICE POINTS AS REQUIRED PER NEC ARTICLE 690.31 (B) (1).

DC ELECTRICAL SYSTEM CONDUCTOR COLOR CONVENTIONS SHALL BE MARKED AS FOLLOWS:

NFPA-70 NATIONAL ELECTRIC CODE: 2.1. ALL WORK WITHIN THESE DRAWINGS SHALL ADHERE TO NEC 625 ELECTRIC VEHICLE CHARGING SYSTEM.

Engineering & Design www.colliersengineering.com Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ENGINEERS + C O SURVEYING N S

U L T I N G

625.1 SCOPE

INFORMATIONAL NOTE NUMBER 1: FOR INDUSTRIAL TRUCKS, SEE NFPA 505-2013, FIRE SAFETY STANDARD FOR POWERED INDUSTRIAL TRUCKS INCLUDING TYPE OF DESIGNATIONS, AREAS OF USE, CONVERSIONS, MAINTENANCE AND OPERATION.

INFORMATIONAL NOTE NUMBER 2: UL 2594-2013, STANDARD FOR ELECTRIC VEHICLE SUPPLY EQUIPMENT, IS A SAFETY STANDARD FOR CONDUCTIVE ELECTRIC VEHICLE SUPPLY EQUIPMENT. UL 2202-2009, STANDARD FOR ELECTRIC VEHICLE CHARGING SYSTEM EQUIPMENT, IS A SAFETY STANDARD FOR CONDUCTIVE ELECTRIC VEHICLE CHARGING EQUIPMENT.

GENERAL ELECTRICAL NOTES 1.

ELECTRICAL CONTRACTOR SHALL PROVIDE TYPE-WRITTEN SCHEDULES OF ALL CIRCUITRY IN ALL PANELS. SCHEDULES SHALL MATCH THE LOADS SHOW IN THE PROJECT PANEL SCHEDULE INCLUDED IN THESE DRAWINGS. ALL SPARE PANEL SPACES SHALL BE FULLY PROTECTED WITH METAL BLANKS.

ELECTRICAL DEVICES, MATERIALS AND PACKAGED EQUIPMENT SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) SUCH AS UNDERWRITERS LABORATORIES INC. (UL). FOR THE INTENDED USE, AND SHALL BEAR ITS LABEL. NOTE THAT THE NRTL APPROVAL OF INDIVIDUAL COMPONENTS OF PACKAGED EQUIPMENT DOES NOT CONSTITUTE APPROVAL OF THE ENTIRE PACKAGE.

DC CONDUCTOR MARKING CONVENTIONS

THIS ARTICLE COVERS THE ELECTRICAL CONDUCTORS AND EQUIPMENT EXTERNAL TO AN ELECTRIC VEHICLE THAT CONNECTS AN ELECTRIC VEHICLE TO A SUPPLY OF ELECTRICITY BY CONDUCTIVE, INDUCTIVE, OR WIRELESS POWER TRANSFER (CONTACTLESS INDUCTIVE CHARGING) MEANS, AND THE INSTALLATION OF EQUIPMENT AND DEVICES RELATED TO ELECTRIC VEHICLE CHARGING.

UNGROUNDED

FUNCTIONAL GROUND

BLACK

GREEN OR BARE

RED

NEGATIVE GROUND

RED

LOW VOLTAGE AC CONDUCTORS (</= 600V) MUST BE 600V AND 90° C RATED

THREE PHASE AC ELECTRICAL SYSTEM CONDUCTOR COLOR CONVENTIONS SHALL BE MARKED AS FOLLOWS:

AC CONDUCTOR MARKING CONVENTIONS

ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NFPA) AND THE BUILDING CODE REFERENCED ON SHEET T-1. OWNER IS TO PAY FOR ALL REQUIRED FEES AND THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS. THE ELECTRICAL CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND SUBMIT COPIES OF ACCEPTANCE CERTIFICATES TO OWNER PRIOR TO THE COMPLETION OF THE PROJECT.

SOLID GROUND REF NEC ARTICLE 200 FOR GROUNDED CONDUCTOR JACKETING REQUIREMENTS

POSITIVE

120/208V

277/480V & 347/600V

1000V <

PHASE A

BLACK

BROWN

BLACK

PHASE B

RED

ORANGE

RED

PHASE C

BLUE

YELLOW

BLUE

NEUTRAL

WHITE

GRAY

GROUND

GREEN

GREEN OR BARE

ALL WIRES INSTALLED IN FREE AIR TO BE SECURED VIA MECHANICAL MEANS. CONDUCTORS TO BE SECURED IN A MANNER THAT ENSURES PROTECTION AGAINST ABRASION, SHARP EDGES AND POTENTIAL INSULATION DAMAGING ELEMENTS.

ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL BOXES, FITTINGS, CONNECTORS, COVER PLATES AND OTHER MISCELLANEOUS ITEMS, NOT NECESSARILY DETAIL ON THESE DRAWINGS, TO RENDER THE ELECTRICAL INSTALLATION COMPLETE AND OPERATIVE, AND IN COMPLIANCE WITH APPLICABLE CODES.

CONDUCTORS ROUTED OUT OF A CONDUIT SHALL BE SUPPORTED AND SECURED AT INTERVALS DEFINED BY THE NEC.

CONDUCTORS ROUTED IN VERTICAL RACEWAYS SHALL BE SUPPORTED AS REQUIRED IN NEC 300.19.

ALL WIRING SHALL BE COPPER CONDUCTOR, MINIMUM SIZE #12 AWG, UNLESS OTHERWISE NOTED..

GROUNDING NOTES

ELECTRICAL CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING EQUIPMENT AND NOTE CONDITIONS AND AREAS WHERE WORK WILL OCCUR IN THE FIELD.

PROTECT YOURSELF

ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE

R

_____________________________

8. 9.

ELECTRICAL CONTRACTOR SHALL COORDINATE WITH AND MEET ALL REQUIREMENTS OF SERVING UTILITY COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO AVOID CONFLICTS OF EQUIPMENT INSTALLATION. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL EQUIPMENT LOCATIONS, WIRING DEVICES AND LIGHTING WITH ENGINEER PRIOR TO INSTALLATION.

10. ELECTRICAL CONTRACTOR SHALL SUBMIT EQUIPMENT SHOP DRAWINGS FOR APPROVAL BY ENGINEER PRIOR TO COMMENCING INSTALLATION. 11. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING, AND PAINTING ASSOCIATED WITH ELECTRICAL WORK. 12. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIAL INSTALLED UNDER THIS CONTRACT TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF COMPLETION AND ACCEPTANCE BY THE OWNER. CONTRACTOR AGREES TO REPLACE ANY DEFECTIVE EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER FOR THE DURATION OF THE GUARANTEE PERIOD. 13. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCHING, EXCAVATION AND BACKFILL ASSOCIATED WITH THE ELECTRICAL WORK. PRIOR TO PERFORMING ANY EXCAVATIONS, THE CONTRACTOR SHALL CONTACT THE STATE SPECIFIC ONE CALL SYSTEM THREE WORKING DAYS PRIOR TO ANY EARTH MOVING ACTIVITIES.

ALL ENCLOSURES AND NON-CURRENT CARRYING METALLIC PARTS OF THE ELECTRICAL SYSTEM, RACEWAY SYSTEMS AND EQUIPMENT GROUND BUSES SHALL BE GROUNDED TO THE GROUNDING SYSTEM VIA EQUIPMENT GROUNDING CONDUCTORS (EGC). GROUND CONTINUITY SHALL BE MAINTAINED THROUGHOUT. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED PER NEC 250.122.

GROUNDING RODS SHALL BE 10'-0" LONG 3/4"Ø COPPER CLAD UNLESS OTHERWISE SPECIFIED.

GROUND RODS, GROUNDING ELECTRODE CONDUCTORS AND CONNECTIONS TO BE MADE A MINIMUM OR 30" BELOW GRADE UNLESS OTHERWISE SPECIFIED.

CONDUIT, CABLE TRAY AND RACEWAY NOTES 1.

CONDUIT AND CABLE ROUTES ARE DIAGRAMMATIC AND REQUIRE CONTRACTOR FIELD VERIFICATION. SIGNIFICANT DEVIATION FROM THE PROPOSED ROUTE MUST BE COORDINATED PRIOR TO INSTALLATION.

WHERE CIRCUIT ROUTING IS NOT SHOWN AND THE DESTINATION IS INDICATED, THE CONTRACTOR SHALL DETERMINE AND COORDINATE THE EXACT ROUTE PRIOR TO INSTALLATION. ALL OUTDOOR CONDUIT SHALL HAVE RAIN-TIGHT CONNECTORS AND COUPLINGS.

IN ADDITION TO THOSE SHOWN IN THE DRAWINGS, CONTRACTOR SHALL DETERMINE AND PROVIDE ENCLOSURES AS NECESSARY TO FACILITATE THE INSTALLATION OF WIRING. BENDS IN CONDUIT BETWEEN PULL BOXES SHALL NOT EXISTING 360° OF BED.

15.

PULL AND JUNCTION BOXES SHALL BE SIZED IN COMPLIANCE WITH NEC ARTICLE 314.

CONDUIT TO BE ROUTED IN A MANNER THAT DOES NOT OBSTRUCT EQUIPMENT WORKING CLEARANCES AND ACCESSIBILITY.

ALL OUTDOOR RATED ENCLOSURES SHALL BE NEMA 3R.

WHEN TRANSITIONING FROM FREE AIR TO CONDUIT, A LISTED FITTED SHALL BE USED TO PREVENT THE ENTRY OF MOISTURE.

SITE RESTORATION

WHERE AND AS INDICATED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL REPLACE ALL SURFACED DISTURBED AND SHALL RESTORE PAVING, CURBING, SIDEWALKS, DRIVEWAYS, SHRUBBERY, GRASS AREAS AND ALL OTHER SURFACES DISTURBED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED BEFORE THE WORK BEGAN, FURNISHING ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY THERETO. THE CONTRACTOR SHALL, AT SAID CONTRACTOR'S OWN EXPENSE AND THE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE, CLEAN UP AND CORRECT UNSIGHTLINESS, INCONVENIENCE, HAZARD OR DAMAGE CAUSED BY WATER, MUD, STONES, DUST, RUBBISH, CONSTRUCTION DEBRIS, TRAFFIC, WORKMEAN OR THE GENERAL OPERATIONS. WHEEL TRACKS, PATHS, PUDDLES, DAMAGED GROWTH, RAGGED EDGES, UNDESIRABLE SPOIL FROM EXCAVATION AND ROUGH SLOPES ARE TO BE REMOVED, OBLITERATED, CORRECTED, GRADED, LEVELED, PATCHED OR SMOOTHED. ALL ADJACENT AREAS THAT HAVE BEEN DAMAGED OR THAT REQUIRE REGRADING SHALL BE SMOOTHED AND WORKED TO MAKE THE PROJECT AREA BLEND INTO EXISTING CONDITIONS. PROVIDE TOPSOIL, SEED AND MULCH WHERE REQUIRED FOR GRASS ESTABLISHMENT.

JOB NUMBER :

AS SHOWN

25902012

A

04/21/25

ISSUED FOR REVIEW

JJK

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DATE

DESCRIPTION

DRAWN BY

CHECKED BY

Stephanie Mulhern NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 110126 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.

SITE NAME:

FAIRFIELD INN AND SUITES

RYAN.DEVANY \AcPublish_18768\Fairfield Inn and Suites Rochester East.CD.Rev A.dwg\GN-1

SCALE :

PERSONALLY DESIGN ALL IOF AM THE LAWS RESPONSIBLE ENGINEERING INCLUDED AND PREPARED, REGULATIONS FOR IN THIS DESIGNS DETERMINING OR APPLICATION DIRECTLY OF INCLUDED THE DISTRICT SUPERVISED THAT ARE IN THE INHIS OF THE COMPLIANCE ARCHITECTURAL APPLICATION. COLUMBIA. DEVELOPMENT WITH I HAVE

3. 14. CONTRACTOR SHALL PROTECT EXISTING ASPHALT PARKING LOTS, DRIVEWAYS AND CONCRETE CURBING THROUGHOUT THE PROJECT DURATION. CONTRACTION TO REPAIR PARKING LOTS, DRIVEWAY AND CURBING DAMAGED AS A RESULT OF ELECTRICAL WORK. REPAIRS SHALL MATCH EXISTING CONDITIONS OF BETTER.

FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM

915 HARD ROAD WEBSTER, NY 14580 MONROE COUNTY MT. LAUREL

Engineering & Design

2000 Midlantic Drive, Suite 100 Mt. Laurel, NJ 08054 Phone: 856.797.0412 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C.

SHEET TITLE :

PROJECT NOTES SHEET NUMBER :

GN-1 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

Engineering & Design

N

www.colliersengineering.com

NY-104 W

Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design.

E

ENGINEERS + C O SURVEYING N S

U L T I N G

S

FRONTA

GE ROAD

PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE

R

_____________________________ FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM SCALE :

HARD ROAD

(TO BE UTILIZED FOR ELECTRICAL SERVICE)

(TO BE UTILIZED BY CHARGESMART EV)

JOB NUMBER :

AS SHOWN

25902012

A

04/21/25

ISSUED FOR REVIEW

JJK

SLM

REV

DATE

DESCRIPTION

DRAWN BY

CHECKED BY

Stephanie Mulhern NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 110126 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.

SITE NAME:

\AcPublish_18768\Fairfield Inn and Suites Rochester East.CD.Rev A.dwg\C-1

RYAN.DEVANY

FAIRFIELD INN AND SUITES 915 HARD ROAD WEBSTER, NY 14580 MONROE COUNTY

SITE PLAN 30 24

SCALE

1" = 30' FOR 22"X35" (SCALE : 1" = 60' FOR 11"X17")

MT. LAUREL

Engineering & Design

2000 Midlantic Drive, Suite 100 Mt. Laurel, NJ 08054 Phone: 856.797.0412 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C.

SHEET TITLE :

SITE PLAN SHEET NUMBER :

C-1 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

Engineering & Design

N

W

ENGINEERS + C O SURVEYING N S

U L T I N G

E

S (TO BE REMOVED AS NEEDED)

PROPOSED UNDERGROUND CONDUIT FOR CHARGER POWER FROM PROPOSED PANEL BOARD TO PROPOSED CHARGER (PENDING FINAL ELECTRICAL DESIGN) PROPOSED 48A DUAL PORT ELECTRIC VEHICLE CHARGER MOUNTED ON A PROPOSED PEDESTAL ON A PROPOSED 2'-0"x3'-0" CONCRETE PAD (TYP. OF 2)

℄ ℄

E

2'-0" (TYP.)

PROPOSED GLOBAL INDUSTRIAL STEEL SAFETY BOLLARD W/ BLACK HAZARD TAPE, 4.5"D x 36"H (MODEL #: WB337327R) (INSTALL PER MANUFACTURER'S SPECIFICATIONS) (TYP.)

(TO BE UTILIZED BY CHARGESMART EV)

PROPOSED EV CHARGING SIGN ZIP SCREWED TO PROPOSED BOLLARD (TYP. OF 4)

PROTECT YOURSELF

E

ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE

R

PROPOSED 6"Ø BOLLARD (TYP.)

_____________________________ FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM SCALE :

E E

3'-0"

PROPOSED METER, DISCONNECT AND PANEL BOARD ON A PROPOSED 4'-0"x6'-0" CONCRETE ELECTRICAL SERVICE PAD (EXISTING LANDSCAPING/BRUSH TO BE CLEARED AS NEEDED)

JOB NUMBER :

AS SHOWN

25902012

A

04/21/25

ISSUED FOR REVIEW

JJK

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DRAWN BY

CHECKED BY

PROPOSED UNDERGROUND CONDUIT FOR UTILITY SERVICE FROM EXISTING PAD MOUNTED TRANSFORMER TO PROPOSED ELECTRICAL SERVICE PAD (TO BE PROVIDED BY LOCAL UTILITY COMPANY)

Stephanie Mulhern NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 110126 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609

(TO BE UTILIZED FOR ELECTRICAL SERVICE)

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.

SITE NAME:

\AcPublish_18768\Fairfield Inn and Suites Rochester East.CD.Rev A.dwg\C-2

RYAN.DEVANY

FAIRFIELD INN AND SUITES 915 HARD ROAD WEBSTER, NY 14580 MONROE COUNTY MT. LAUREL

PARTIAL SITE PLAN 6

4.8

3.6

2.4

1.2

SCALE

1" = 6' FOR 22"X34" (SCALE : 1" = 12' FOR 11"X17")

Engineering & Design

2000 Midlantic Drive, Suite 100 Mt. Laurel, NJ 08054 Phone: 856.797.0412 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C.

SHEET TITLE :

PARTIAL SITE PLAN SHEET NUMBER :

C-2 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

U L T I N G

PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE

R

_____________________________ FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM SCALE :

JOB NUMBER :

AS SHOWN

25902012

A

04/21/25

ISSUED FOR REVIEW

JJK

SLM

REV

DATE

DESCRIPTION

DRAWN BY

CHECKED BY

Stephanie Mulhern NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 110126 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609

NOT TO SCALE

CHARGESMART 19.2kW EV CHARGER (LEVEL 2)

SITE NAME:

\AcPublish_18768\Fairfield Inn and Suites Rochester East.CD.Rev A.dwg\A-1

RYAN.DEVANY

FAIRFIELD INN AND SUITES 915 HARD ROAD WEBSTER, NY 14580 MONROE COUNTY MT. LAUREL

Engineering & Design

2000 Midlantic Drive, Suite 100 Mt. Laurel, NJ 08054 Phone: 856.797.0412 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C.

SHEET TITLE :

PROJECT DETAILS SHEET NUMBER :

A-1 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

℄

ENGINEERS + C O SURVEYING N S

℄

U L T I N G

3/16 4"

℄

PROPOSED 8"x8"x1/2" THICK POST BASE PLATE

℄

3/8" THICK WELDED BASE PLATE WITH PRE-DRILLED HOLES

PROPOSED P3.0 SCH. 40 POST

PRE-FABRICTAED HOLE FOR 1/2"Ø HIT-Z(-R) RODS WITH HIT-HY 200 ADHESIVE AND MINIMUM OF 2-3/4" EMBEDMENT (TYP. OF 4 PER PLATE)

PLAN

℄

PROPOSED 9/16"Ø HOLE FOR 1/2"Ø HIT-Z(-R) RODS WITH HIT-HY 200 ADHESIVE AND MINIMUM OF 2-3/4" EMBEDMENT (TYP. OF 4 PER CONNECTION)

6"Ø SCHD. 40 CARBON STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW

3'-6"

4 1/2"Ø

CONCRETE CAP

PROTECT YOURSELF

℄ GRADE, PAVEMENT OR FINISHED GRADE

VERIFY IN FIELD

℄

R

1" 3'-0"

3'-0"

3'-6" MIN.

P1000 UNISTRUT WITH END CAPS OR EQUIVALENT

PROPOSED 4,500 PSI CONCRETE FOOTING (TYP.)

_____________________________

3"Ø SCH. 40 POST (TYP.)

GLOBAL INDUSTRIAL STEEL SAFETY BOLLARD W/ BLACK HAZARD TAPE, 4.5"D x 36"H (MODEL #: WB337327R) (KIT INCLUDES 3/8" THICK WELDED BASE PLATE WITH PRE-DRILLED HOLES)

PROPOSED 1/2"Ø U-BOLT (TYP.)

FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM SCALE :

JOB NUMBER :

AS SHOWN

25902012

A

04/21/25

ISSUED FOR REVIEW

JJK

SLM

REV

DATE

DESCRIPTION

DRAWN BY

CHECKED BY

6'-10"

12" MIN.

ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE

PROPOSED POST CAP (TYP. EACH POST)

BOLLARD DETAIL (FOR UTILITY FRAME) NOT TO SCALE

Stephanie Mulhern NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 110126 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609

ELEVATION

BOLT-ON BOLLARD DETAIL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.

PROPOSED 8"x8"x1/2" THICK POST BASE PLATE (TYP. OF 2)

NOT TO SCALE

SITE NAME

FINISHED GRADE

\AcPublish_18768\Fairfield Inn and Suites Rochester East.CD.Rev A.dwg\A-2

RYAN.DEVANY

FAIRFIELD INN AND SUITES 915 HARD ROAD WEBSTER, NY 14580 MONROE COUNTY

BACKBOARD DETAIL NOT TO SCALE

MT. LAUREL

Engineering & Design

2000 Midlantic Drive, Suite 100 Mt. Laurel, NJ 08054 Phone: 856.797.0412 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C.

SHEET TITLE :

PROJECT DETAILS SHEET NUMBER :

A-2 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

Engineering & Design 12.00" WIDTH

SEE PLAN

AS REQUIRED FOR EQUIPMENT

ENGINEERS + C O SURVEYING N S

6 x 6 - W1.4 x W1.4 (10 GA.) WIRE MESH FABRIC 4,500 PSI CONCRETE LIGHT BROOM FINISH

3" FOR 6" THICK CONCRETE 4" FOR 8" THICK CONCRETE

A

U L T I N G

A

8" 6" OF 3/4" CRUSHED STONE BEDDING

18.00" WIDTH

SECTION

COMPACTED SUBGRADE

1" CONSTRUCT 1"x 1" (45°) 1" BEVELED CORNER AT ANY CORNER WITH PAVED SURFACES ABUTTING 2 SIDES (NOT PROTECTED BY CURB)

12" THICK CONCRETE PAD (4,500 PSI CONCRETE)

1" 45° CHAMFER (TYP.)

#6 REBAR (12" O.C.) EACH WAY, TOP AND BOTTOM 3" REVEAL

SEE PLAN PLAN

PROTECT YOURSELF

R

12"

CONCRETE PAD DETAIL (FOR CHARGERS)

ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE

FINISHED GRADE

_____________________________

NOT TO SCALE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM SCALE :

JOB NUMBER :

AS SHOWN

PARKING SIGN DETAIL

VAPOR BARRIER

6" THICK LAYER OF 3/4" CRUSHED STONE

NOT TO SCALE

SECTION "A-A"

PREPARED SUBGRADE COMPACTED TO 95% MAXIMUM DRY DENSITY (PER MODIFIED PROCTOR ASTM D1557/AASHTO T180)

CONCRETE EQUIPMENT PAD DETAILS (FOR UTILITY FRAME)

25902012

A

04/21/25

ISSUED FOR REVIEW

JJK

SLM

REV

DATE

DESCRIPTION

DRAWN BY

CHECKED BY

NOT TO SCALE

DESIGN INFORMATION

2.b.

TRENCH

UNDISTURBED

6"*

BACKFILL (SAND OR NATIVE SOIL) PER EARTHWORK SPECIFICATION 4" MIN.

RYAN.DEVANY \AcPublish_18768\Fairfield Inn and Suites Rochester East.CD.Rev A.dwg\A-3

THE DESIGN SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE AS SHOWN ON SHEET T-1.

6" MIN.

CONDUITS WITH PULL STRINGS (SEE ONE-LINE DIAGRAM FOR CONDUIT SIZE)

* SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS.

UTILITY CONDUIT RUN

FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON (UNDISTURBED RESIDUAL SOILS/COMPACTED STRUCTURAL FILL), CAPABLE OF SAFELY SUPPORTING AN ALLOWABLE BEARING PRESSURE OF 1,500 PSF. IF FOUNDATION CONDITIONS PROVE UNACCEPTABLE AT ELEVATIONS SHOWN, EXCAVATION SHALL BE CARRIED DEEPER AND SHALL BE BACKFILLED WITH LEAN CONCRETE TO PLAN FOOTING BOTTOM, OR REDESIGN OF FOUNDATIONS WILL BE REQUIRED AT THE DIRECTION OF THE ENGINEER.

DESIGN FURNISH AND INSTALL TEMPORARY SHEETING, SHORING, AND DRAINAGE TO MAINTAIN THE EXCAVATION AND PROTECT SURROUNDING STRUCTURES AND UTILITIES.

THOROUGHLY COMPACT ALL BOTTOM OF FOOTINGS PRIOR TO PLACING ANY CONCRETE.

CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED. 2.b.1. 2.b.2. 2.b.3. 2.b.4. 2.b.5.

EARTHWORK

COMPACTED BACKFILL

UTILITY WARNING TAPE

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336A, ASTM A184, ASTM A185 AND THE DESIGN & CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE.

2.c.

FOOTINGS AND SLABS CAST AGAINST GROUND CONCRETE TO BE IN CONTACT WITH GROUND OR WEATHER AT BARS GREATER THAN 5" AT BARS #5 OR LESS CONCRETE NOT TO BE EXPOSED TO GROUND OR WEATHER BEAMS, GIRDERS, AND COLUMNS SLABS AND WALLS

Stephanie Mulhern 3" 2" 1 1/2" 1 1/2" 3/4"

CAST IN PLACE CONCRETE 2.c.1.

MINIMUM 28 DAY CYLINDER STRENGTH AND MAXIMUM SLUMP, PRIOR TO ADDITION F SUPER PLASTICIZERS, AS FOLLOWS: 2.c.1.1. CLASS I FOOTINGS 4500 PSI 3" 2.c.1.2. CLASS III INTERIOR ELEVATED SLABS AND WALLS 4000 PSI 4" 2.c.1.3. CLASS V OTHER WORK 4000 PSI 4" 2.c.1.4. CLASS VI LEAN CONCRETE FOR OVEREXCAVATION OF FOUNDATIONS 2000 PSI N/A

2.c.2.

MIX DESIGN TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 5. NO CALCIUM CHLORIDE ADMIXTURE CONTAINING CHLORIDES SHALL BE USED IN ANY CONCRETE

2.c.3.

COARSE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33 SIZE #57. COARSE AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330 GRADED 3/4" TO 1/4".

2.c.4.

COLD WEATHER PLACEMENT SHALL COMPLY WITH ACI 306.1

2.c.5.

HOT WEATHER PLACEMENT SHALL COMPLY WITH ACI 305 R.

2.c.6.

CHAMFER ALL EXPOSED EDGES 3/4"

2.c.7.

THE MAXIMUM TEMPERATURE OF ALL CONCRETE AT DELIVERY TO THE SITE SHALL BE 85°F

2.c.8.

TOTAL DELIVERY TIME SHALL BE LESS THAN 75 MINUTES.

CONCRETE

NOT TO SCALE

FORMWORK 1.a.

CONCRETE CONSTRUCTION SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." (ACI 301-16).

1.b.

FORMWORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"

NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 110126 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609

3'-0" MIN. 2'-0"

FINISHED GRADE OR AC PAVING TO MATCH SLOPE AND THICKNESS OF EXISTING

SITE NAME:

FAIRFIELD INN AND SUITES 915 HARD ROAD WEBSTER, NY 14580 MONROE COUNTY MT. LAUREL

REINFORCEMENT 2.a.

REINFORCING STEEL ASTM A615, GRADE 60. WELDED WIRE ASTM A185 (FLAT SHEET). LAPS 40 BAR DIAMETERS UNLESS NOTED. BARS SHALL BE SECURELY HELD IN ACCURATE POSITION BY SUITABLE ACCESSORIES, TIE BARS, SUPPORT BARS, ETC. HOOK LENGTHS SHALL BE 12 BAR DIAMETERS.

Engineering & Design

2000 Midlantic Drive, Suite 100 Mt. Laurel, NJ 08054 Phone: 856.797.0412 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C.

SHEET TITLE :

PROJECT DETAILS SHEET NUMBER :

A-3 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

End of document