11-Appendix D - 2026-04-08 - FULL 100% BID DRAWINGS.pdf

300 Pearl Street, Suite 130 Buffalo, NY 14202 716-551-6281 labellapc.com

NOTICE:

IT IS A VIOLATION OF NEW YORK EDUCATION LAW ART. 145 SEC. 7209 & ART. 147

SEC. 7307, FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED

ARCHITECT, PROFESSIONAL ENGINEER, OR LAND SURVEYOR, TO ALTER AN ITEM IN

ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT, ENGINEER, OR LAND

SURVEYOR IS ALTERED; THE ALTERING ARCHITECT, ENGINEER, OR LAND SURVEYOR

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

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

THE ALTERATION.

ALL RIGHTS RESERVED. COPY OR REPRODUCTION OF THIS DRAWING OR DOCUMENT,

OR ANY PORTION THEREOF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF

LABELLA ASSOCIATES, D.P.C. IS PROHIBITED. THIS DRAWING OR DOCUMENT IS NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR ANY PURPOSE OTHER THAN THE

SPECIFIC PROJECT, APPLICATION AND SITUATION FOR WHICH IT WAS INTENDED. ANY

MODIFICATION OF THIS DRAWING OR DOCUMENT, OR ANY USE FOR ANY PROJECT,

APPLICATION OR SITUATION OTHER THAN THAT FOR WHICH IT WAS INTENDED, WILL

BE AT USER'S SOLE RISK AND WITHOUT LIABILITY TO LABELLA ASSOCIATES, D.P.C.

CERTIFICATION:

GENERAL NOTES

THE ARCHITECT'S CERTIFICATION ON THIS PROJECT IS ONLY FOR THE CONSTRUCTION WORK SHOWN TO BE DONE. IT DOES NOT CONSTITUTE APPROVAL OF ANY PREEXISTING CONDITIONS OR REVIEW OF THOSE CONDITIONS FOR CODE COMPLIANCE.

REFER TO OUTLINE SPECIFICATIONS OR PROJECT MANUAL FOR SPECIFICATIONS AND ADDITIONAL INFORMATION.

CONSTRUCTION SHALL CONFORM TO CURRENT EDITIONS OF THE:

2025 BUILDING CODE OF NEW YORK STATE

2025 EXISTING BUILDING CODE OF NEW YORK STATE

2025 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK

NATIONAL ELECTRICAL CODE 2017 (NEC)

2025 PLUMBING CODE OF NEW YORK STATE

2025 MECHANICAL CODE OF NEW YORK STATE

2025 FUEL GAS CODE OF NEW YORK STATE

2025 FIRE CODE OF NEW YORK STATE

NFPA 101 LIFE SAFETY CODE 2012

NFPA 99 HEALTH CARE FACILITIES CODE 2015

AMERICANS WITH DISABILITIES ACT (ADA) 2010

ADA ACCESSIBILITY GUIDELINES (ADAAG, 2004)

STANDARDS FOR ACCESSIBLE DESIGN (28 CFR PART 35 & 36, 1994)

AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC/ANSI A117.1-2009)

ARCHITECTURAL BARRIERS ACT

FGI GUIDELINES FOR OUTPATIENT FACILITIES 2018

AS WELL AS ALL OTHER CURRENT LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS APPLICABLE TO THIS PROJECT

COMPLY WITH ALL OTHER CURRENT AND IN-FORCE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS APPLICABLE TO THIS PROJECT.

GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS, CONSTRUCTION METHODS AND CRAFTSMANSHIP.

1.

2.

3.

4.

5.

GENERAL CONTRACTOR TO VERIFY ALL REQUIREMENTS, NOTES AND DIMENSIONS PRIOR TO THE START OF CONSTRUCTION. REPORT ALL

DISCREPANCIES TO THE ARCHITECT IMMEDIATELY.

GENERAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CHANGES TO THESE DRAWINGS AND COMPLETION OF COMPLIANT WORK.

DUE TO REPRODUCTION QUALITY AND REVISIONS MADE DURING THE DEVELOPMENT OF THESE PLANS THEY MAY NOT REFLECT THE DIMENSIONS

NOTED. DO NOT SCALE THE DRAWINGS.

IN THE EVENT OF A MATERIAL CONFLICT, SPECIFICATIONS SHALL TAKE PRECEDENT OVER DRAWINGS. IN THE EVENT OF A DIMENSIONAL

CONFLICT, DRAWINGS TAKE PRECEDENT OVER SPECIFICATIONS.

GENERAL CONTRACTOR SHALL SET ALL GRADES.

CALL BEFORE YOU DIG. 1-800-962-7962

TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN CONFORMANCE WITH THE 2015 ENERGY

CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE.

NO PART OF THESE DOCUMENTS MAY BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM LABELLA ASSOCIATES D.P.C.

THE DRAWINGS AND SPECIFICATIONS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED, LABELLA ASSOCIATES D.P.C. SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNER'S USE AND OCCUPANCY OF THE PROJECT. THE ARCHITECT'S DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS FOR ANOTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT EXCEPT AS AGREED TO IN WRITING BY

THE ARCHITECT AND WITH APPROPRIATE COMPENSATION TO THIS ARCHITECT.

THE FOLLOWING IS AN EXCERPT FROM THE NEW YORK EDUCATION LAW ARTICLE 145 SECTION 7209 AND APPLIES TO THESE DRAWINGS: "IT IS A VIOLATION OF THIS LAW FOR ANY PERSON UNLESS HE IS ACTING UNDER THE DIRECT SUPERVISION OF A LICENSED ARCHITECT TO ALTER AN ITEM IN ANY WAY". IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX HIS SEAL AND NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND DATE OF SUCH ALTERATION AND SPECIFIC

DESCRIPTION OF THE ALTERATION.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

DRAWING INDEX

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 018281

LAND SURVEYING: 017976

GEOLOGICAL: 018750

AREA OF WORKPROJECT LOCATION

04/08/2026

462 GRIDER STREET

BUFFALO, NEW YORK 14215

ISSUED FOR: 100% BID SET

ERIE COUNTY MEDICAL CENTER CORPORATION

CIVIL

C101 C201

EXISTING SITE AND DEMOLITION PLAN

PROPOSED SITE PLAN

PLUMBING

P101 PLUMBING PLAN

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ELECTRICAL

E001 E101 E102 E500 E600

ELECTRICAL SYMBOLS, NOTES, SPECIFICATIONS, AND ABBREVIATIONS

SITE PLAN - ELECTRICAL

ENLARGED PLANS - ELECTRICAL

ELECTRICAL DETAILS

ELECTRICAL SCHEDULES

GR

ID

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S

TR

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EXP: 2027/01/31 EXP: 04/2026

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

EXISTING GAS PUMP AND

APPURTENANCES TO BE REMOVED

AND DISPOSED. SEE PLUMBING DWGS

PROTECT EXISTING ABOVE GROUND

TANK, SEE PLUMBING DWGS FOR

ADDITIONAL INFORMATION

SAWCUT EXISTING

CONCRETE PAVEMENT

EXISTING UNDERGROUND TANK AND PIPING TO BE

REMOVED AND DISPOSED, BACKFILL WITH NO. 2

STONE COMPACTED IN 6" LIFTS TO EXISTING

GRADE, SEE PLUMBING DWGS AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION

EXISTING BOLLARDS

TO BE REMOVED

PROTECT EXISTING

TANK PIPING

SAWCUT EXISTING

ASPHALT PAVEMENT

EXISTING BOLLARDS AND

PUMP ISLAND TO BE

REMOVED AND DISPOSED

Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

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TANK #13 REMOVAL AND

REPLACEMENT

462 GRIDER STREET

BUFFALO, NEW YORK 14215

2244450.014

100% BID SET

04/08/2026

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

300 Pearl Street, Suite 130 Buffalo, NY 14202 716-551-6281 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

EXP: EXP:

PROJECT

LOCATION

LOCATION MAP

N.T.S.

EXISTING SITE PLAN / DEMOLITION PLAN

SCALE: 1" =20'

EXISTING SITE AND

DEMOLITION PLAN

C101

TAP

DJH

04/2026

NEW 14' x 22' RAISED CONCRETE

PAD, SEE DETAIL THIS SHEET

NEW ASPHALT PAVEMENT

NEW COMPACTED NO. 2 STONE

14.0'

.0'

.0'

.0'

24.0'

NEW BOLLARDS

NEW CONCRETE

PAVEMENT

NEW PAVEMENT RESTORATION

FOR ELECTRICAL CONDUIT

INSTALLATION

7.9

1.0' 15.4'

CONTRACTOR SHALL MAINTAIN

VEHICLE ACCESS AT ALL TIMES

DURING CONSTRUCTION

5.0

TY

P

14.0'

.0'

.0'

.0'

24.0'

7.9

1.0' 15.4'

5.0

TY

P

14.0'

8" NYSDOT ITEM 608.01 PORTLAND CEMENT

CONCRETE PAVEMENT WITH REINFORCEMENT

SEE DETAIL THIS SHEET

12" NYSDOT ITEM 608. PORTLAND CEMENT

CONCRETE PAVEMENT WITH REINFORCEMENT

SEE DETAIL THIS SHEET

12" COMPACTED TYPE 2 SUBBASE COURSE, NYSDOT

ITEM 304.12 CONSTRUCTION BY OWNER

EXISTING ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT

5,000 GAL TANK

SAWCUT EXISTING

PAVEMENT ALL SIDES

GEOTEXTILE FABRIC

MIRAFI 500X

#5 EPOXY COATED BAR

@ 8" O.C - 2' LONG (TYP)

COMPACTED

SUBGRADE

1" CHAMFER (TYP.)

REVEAL VARIES

BOLLARD (TYP.)

10.0'2.0'

NEW ASPHALT PAVEMENT

PAD ELEV. 681.0±

EXTEND BASE COURSE

AT FREE EDGE

FINISH GRADE

NOTES:

1. PROVIDE ADDITIONAL SUBBASE MATERIAL WHERE FILL IS REQUIRED TO OBTAIN

PROPER SUBGRADE ELEVATION, OR TO REPLACE UNSUITABLE SUBGRADE MATERIAL.

2. INSTALL DESIGN PAVEMENT SECTION OR MATCH EXISTING PAVEMENT SECTION;

WHICHEVER IS GREATER.

12" CRUSHER RUN NYSDOT ITEM 304, TYPE 2

3" ASPHALT CONCRETE BASE COURSE, TYPE 1

2" ASPHALT CONCRETE BINDER COURSE, TYPE 3

1 1/2" ASPHALT CONCRETE TOP COURSE, TYPE 7F

COMPACTED SUBGRADE

RESTORE LAWN DISTURBED

BY CONSTRUCTION

AND PROVIDE NEW 6"

MINIMUM DEPTH

MECHANICALLY SCREENED

TOPSOIL (TYP.)

GEOTEXTILE STABILIZATION

FABRIC (MIRAFI 500X OR

AN APPROVED EQUAL)

BEVEL EDGE

6"

HEAVY DUTY ASPHALT PAVEMENT

N.T.S.C201

EXISTING

SUBBASE

18"

INITIAL FULL DEPTH

SAW CUT

NOTES:

1. VERTICALLY SAW CUT ALL ASPHALT FULL DEPTH.

2. BLOW CLEAN AND APPLY TACK COAT 0.050 GAL/SY AT

ALL ASPHALT TO ASPHALT SURFACES.

GEOTEXTILE STABILIZATION

FABRIC (SEE PAVEMENT SECTION)

WELL COMPACTED SUBGRADE

EXISTING

PAVEMENT

SEE NOTE 2

FINAL SAW CUT. MATCH

EXISTING PAVEMENT. CAP

SEAM WITH BITUMINOUS

SEALER. (SEE NOTE 2)

PAVEMENT JOINT

N.T.S.C201

SUBBASE COURSE

BINDER COURSE

TOP COURSE

BASE COURSE

C201

TYPICAL

PAVED

AREA

NOTE:

1. FINAL LOCATION OF BOLLARDS SHALL BE APPROVED

BY THE OWNER OR ARCHITECT/ENGINEER.

3' -6

BOLLARD

N.T.S.

6"

8" MIN.

4' -0

DOMED CONCRETE FILL

6" I.D. GALVANIZED SCH.

40 STEEL PIPE WITH

POLYETHYLENE SLEEVE

PAINTED SAFETY YELLOW

4,500 PSI CONCRETE

UNDISTURBED EARTH

OR 18" SONOTUBE

SUBBASE COURSE

FLUSH IN CONCRETE

OR PAVED AREA BOLLARD TO BE FILLED

WITH CONCRETE

M

IN

8"

M

IN

12" COMPACTED

SUBBASE MATERIAL

COMPACTED

SUBGRADE

RAISED CONCRETE PAD FOR FUEL TANK

N.T.S.C201

NO. 5 @

12"0.C.E.W.(TYP)

12" THICK

5,000 PSI CONCRETE

VA

RI

ES

ADJACENT

GRADE

GEOTEXTILE

FABRIC

x x xxxxxx xxxxx

NEW CONCRETE PAVEMENT

8" THICK

5,000 PSI CONCRETE

12" COMPACTED

SUBBASE MATERIAL

6"x6" WELDED WIRE

TOP AND BOTTOM

N.T.S.C201

GEOTEXTILE STABILIZATION FABRIC

WELL COMPACTED SUBGRADE

1- /2

3"

NO. 5 @ 12" 0.C.(TYP)

4"

Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Dr aw ing N am e:

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Pr int ed : A pr

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ERIE COUNTY

MEDICAL CENTER

TANK #13 REMOVAL AND

REPLACEMENT

462 GRIDER STREET

BUFFALO, NEW YORK 14215

2244450.014

100% BID SET

04/08/2026

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

300 Pearl Street, Suite 130 Buffalo, NY 14202 716-551-6281 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

EXP: EXP:

PROJECT

LOCATION

LOCATION MAP

N.T.S.

PROPOSED SITE PLAN

SCALE: 1" =20'

PROPOSED SITE PLAN

C201

C201

2 SECTION

SCALE: 1" = 5'

C201

GENERAL NOTES:

1. ALL EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER PRIOR TO PLACING OF CONCRETE OR FILL MATERIAL. DEWATERING OPERATION SHALL BE PERFORMED SO AS NOT TO REDUCE THE RELATIVE DENSITY OF THE SUPPORTING SOIL AND NOT CAUSE

SETTLEMENT OF ANY EXISTING FOUNDATIONS IN THE ADJACENT AREA.

2. GEOTEXTILE FABRIC SHALL BE WOVEN FABRIC TENCATE MIRAFI HP-270 OR EQUAL. ALL GEOTEXTILE FABRIC SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. FABRIC PANELS SHALL BE OVERLAPPED 1'-0" MINIMUM. FILL MATERIAL PLACE DIRECTLY ON TOP OF THE GEOTEXTILE FABRIC SHALL BE BACK DUMPED, THEN SPREAD AND COMPACTED.

3. ALL SUB-GRADE SHALL BE PROPERLY COMPACTED PRIOR TO PLACING ANY GEOTEXTILE FABRIC, FILL MATERIAL, CONCRETE.

4. ALL FILL MATERIAL SHALL BE PLACED IN 6" (MAXIMUM) TAMPED LAYERS. COMPACTION OF FILL MATERIAL SHALL BE ACCORDING TO THE

FOLLOWING:

A. COMPACTION OF THE SUB-GRADE SHALL BE WITH AN APPROVED RUBBER TIRED OR VIBRATORY COMPACTOR OVER THE SURFACE A MINIMUM OF SIX (6) PASSES TO A DENSITY LEVEL OF 95 PERCENT OF STANDARD PROCTOR MAXIMUM DENSITY.

B. COMPACTION OF THE SUB-BASE MATERIAL SHALL BE ACHIEVED BY PASSING AN APPROVED RUBBER TIRED OR VIBRATORY COMPACTOR OVER THE SURFACE A MINIMUM OF SIX (6) PASSES TO A DENSITY LEVEL OF 95 PERCENT OF STANDARD PROCTOR

MAXIMUM DENSITY.

ALL STORM WATER OR GROUND WATER SHALL BE DRAINED FROM THE SITE AT ALL TIMES DURING EXCAVATION.FILL OPERATIONS. COMPACTION TESTING SHALL BE IN ACCORDANCE WITH THE LATEST ASTM D6938.

8. ALL FILL MATERIAL SHALL MEET THE GUIDELINES OF NEW YORK DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AS

FOLLOWS:

A. CRUSHED STONE COVER #1 AND #2 STONE.

9. TYPICAL SLAB CONSTRUCTION: 5,000 PSI , 28 DAY COMPRESSIVE STRENGTH. 0.45 WATER/CEMENT RATIO, 3" ± 1"SLUMP, AND 6% AIR CONTENT. SUBMIT MIX TO ENGINEER FOR APPROVAL. CONCRETE REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60.

10. TOLERANCES OF ALL DIMENSIONS OF CONCRETE CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF ACI 318 REQUIREMENTS

FOR REINFORCED CONCRETE.

11. ALL CONCRETE SURFACES EXPOSED ABOVE FINISH GRADE SHALL HAVE ALL SURFACE DEFECTS REPAIRED AND SURFACES SHALL BE RUBBED O A STRAIGHT, SMOOTH FINISH WITH A SLIGHT CROWN FOR DRAINAGE.

12. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES , CONTRACTOR SHALL COORDINATE WITH THE OWNER.

TAP

DJH

04/2026

EXP: EXP:2027/01/31

ELECTRICAL ABBREVIATIONS

ɸ PHASE

A AMPERE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AWG AMERICAN WIRE GAUGE

C CONDUIT

CB CIRCUIT BREAKER

CKT CIRCUIT

CU COPPER

DS DISCONNECT SWITCH

DWG DRAWING

EA EACH

ELEC ELECTRIC

EMT ELECTRICAL METALLIC TUBING

ETR EXISTING TO REMAIN

ERL EXISTING TO BE RELOCATED

GFCI GROUND FAULT CIRCUIT INTERRUPTING

GND GROUND

HP HORSEPOWER

HZ HERTZ (CYCLES/SECOND)

JB JUNCTION BOX

LAN LOCAL AREA NETWORK

MCB MAIN CIRCUIT BREAKER

MH MANHOLE

MIN MINIMUM

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NTS NOT TO SCALE

P POLE

PB PULLBOX

PH PHASE

POE POWER OVER ETHERNET

RGC RIGID GALVANIZED CONDUIT

SPD SURGE PROTECTIVE DEVICE

SS STAINLESS STEEL

ST SHUNT TRIP

STP SHIELDED TWISTED PAIR

SWU SUPPLIED WITH UNIT

TYP TYPICAL

UG UNDERGROUND

UTP UNSHIELDED TWISTED PAIR

V VOLTS

W WATT

WP WEATHERPROOF

GENERAL ELECTRICAL NOTES

A. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WRITTEN PLAN FOR THE SEQUENCING OF WORK.

B. INTERRUPTION OF EXISTING ELECTRICAL SYSTEMS: DO NOT INTERRUPT ELECTRICAL SYSTEMS IN FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING

TO PROVIDE TEMPORARY ELECTRICAL SERVICE ACCORDING TO REQUIREMENTS INDICATED:

· NOTIFY OWNER, OR OWNER'S REPRESENTATIVE, NO FEWER THAN TWO DAYS IN ADVANCE OF PROPOSED

INTERRUPTION OF ELECTRICAL SYSTEMS.

· INDICATE METHOD OF PROVIDING TEMPORARY UTILITIES.

· DO NOT PROCEED WITH INTERRUPTION OF ELECTRICAL SYSTEMS WITHOUT OWNER'S, OR OWNERS

REPRESENTATIVE, WRITTEN PERMISSION.

C. COMPLY WITH NFPA 70E. COORDINATE AND SCHEDULE ELECTRICAL AND OTHER UTILITY OUTAGES WITH OWNER.

D. VERIFY EXACT LOCATION OF CONNECTION POINTS PRIOR TO CONNECTION.

E. PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND CONNECTORS, AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED BRANCH CIRCUITS FROM DEVICE(S) TO FINAL OVERCURRENT DEVICE AND TO LOCAL

CONTROL DEVICE(S) PER SPECIFICATIONS.

F. EXECUTE CUTTING, FITTING, AND PATCHING TO COMPLETE WORK, AND TO PROVIDE OPENINGS IN ELEMENTS OF WORK FOR PENETRATIONS OF MECHANICAL AND ELECTRICAL WORK. ARRANGE OPENINGS TO FIT SEVERAL PARTS TOGETHER, AND TO INTEGRATE WITH OTHER WORK. FIT WORK TIGHT TO ADJACENT ELEMENTS. MAINTAIN INTEGRITY OF WALL, CEILING, OR FLOOR CONSTRUCTION; COMPLETELY SEAL VOIDS. FIT WORK TIGHT TO PIPES, SLEEVES, DUCTS, CONDUIT, AND OTHER PENETRATIONS THROUGH SURFACES. REFINISH SURFACES TO MATCH ADJACENT

FINISHES.

G. AT PENETRATIONS OF FIRE-RATED WALLS, PARTITIONS, CEILING, OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE-RATED MATERIAL TO FULL THICKNESS OF PENETRATED ELEMENT. CONDUIT PENETRATIONS SHALL BE SEALED WITH SEALANT RATED MINIMUM 2 HOURS FIRE BARRIER, SMOKE SEAL, SOUND BARRIER, UL 90G9 LISTED, AND FM APPROVED. ACCEPTABLE PRODUCT 3M FIRE BARRIER SEALANT CP25WB+ OR APPROVED EQUAL.

H. PROVIDE MINIMUM BRANCH CIRCUIT WIRE SIZE AND CONDUIT PER SPECIFICATIONS. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTOR LENGTHS PER NEC & AS SCHEDULED ON THIS DRAWING, INCREASING SIZE AS NECESSARY.

INCLUDE GROUND CONDUCTOR DERATINGS.

I. PROVIDE A SEPARATE NEUTRAL CONDUCTOR FROM PANELBOARD FOR ALL BRANCH CIRCUITS, UNO. DERATE

CONDUCTORS PER NEC ACCORDINGLY.

J. PROVIDE GROUNDING PER NEC. PROVIDE GREEN GROUND CONDUCTOR IN ALL BRANCH AND FEEDER CIRCUITS.

K. SIZE CIRCUITS PER NEC.

L. DO NOT INSTALL ANY NEW WORK DIRECTLY ABOVE ANY ELECTRICAL PANELS AND TRANSFORMERS.

M. CIRCUIT NUMBERS SHOWN FOR EQUIPMENT TO BE CONNECTED TO EXISTING PANELBOARD(S) IS SHOWN FOR DESIGN INTENT ONLY AND MAY NOT CORRESPOND TO ACTUAL CIRCUIT BREAKER MOUNTING POSITION IN THE PANEL. UPDATE THE RECORD DRAWINGS & PANELBOARD DIRECTORY WITH THE ACTUAL CIRCUIT NUMBERS USED TO CORRESPOND TO

THE PANEL DIRECTORY.

N. INSTALL IDENTIFYING NAMEPLATES ON ALL NEW EQUIPMENT. NAMEPLATE SHALL BE LAMINATED THREE-LAYER PLASTIC WITH ENGRAVED BLACK LETTERS ON WHITE CONTRASTING BACKGROUND COLOR. LETTERS SHALL BE 1/4" HIGH. THE NAMEPLATE SHALL HAVE A MINIMUM THICKNESS OF 1/8" AND BE ATTACHED TO THE EQUIPMENT WITH

SUITABLE ADHESIVE.

O. START UP SYSTEMS: ENSURE EACH PIECE OF EQUIPMENT OR SYSTEM IS READY FOR OPERATION. EXECUTE START-UP UNDER SUPERVISION OF RESPONSIBLE PERSONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT WRITTEN REPORT STATING EQUIPMENT OR SYSTEM HAS BEEN PROPERLY INSTALLED AND IS FUNCTIONING

CORRECTLY.

P. FINAL CLEANING: CLEAN INTERIOR AND EXTERIOR GLASS AND SURFACES EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, STAINS, AND FOREIGN SUBSTANCES; POLISH TRANSPARENT AND GLOSSY SURFACES; AND VACUUM CARPETED AND SOFT SURFACES. CLEAN EQUIPMENT AND FIXTURES TO SANITARY CONDITION WITH APPROPRIATE CLEANING MATERIALS. REPLACE FILTERS OF OPERATING EQUIPMENT. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH, AND CONSTRUCTION FACILITIES FROM SITE.

SECTION 260543 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

1. PREPARATION:

1.1. COORDINATE LAYOUT AND INSTALLATION OF DUCT, DUCT BANK, HANDHOLES, AND BOXES WITH FINAL ARRANGEMENT OF OTHER UTILITIES, SITE GRADING, AND SURFACE FEATURES AS DETERMINED IN FIELD. NOTIFY ARCHITECT IF THERE IS CONFLICT BETWEEN AREAS OF EXCAVATION AND EXISTING

STRUCTURES OR ARCHAEOLOGICAL SITES TO REMAIN.

1.2. COORDINATE ELEVATIONS OF DUCT AND DUCT-BANK ENTRANCES INTO MANHOLES, HANDHOLES, AND BOXES WITH FINAL LOCATIONS AND PROFILES OF DUCT AND DUCT BANKS, AS DETERMINED BY COORDINATION WITH OTHER UTILITIES, UNDERGROUND OBSTRUCTIONS, AND SURFACE FEATURES. REVISE LOCATIONS AND ELEVATIONS AS REQUIRED TO SUIT FIELD CONDITIONS AND TO ENSURE THAT DUCT AND DUCT BANK WILL DRAIN TO MANHOLES AND

HANDHOLES, AND AS APPROVED BY ARCHITECT.

1.3. CLEAR AND GRUB VEGETATION TO BE REMOVED, AND PROTECT VEGETATION TO REMAIN. REMOVE AND STOCKPILE TOPSOIL FOR REAPPLICATION.

2. SELECTION OF UNDERGROUND DUCTS:

2.1. DUCT FOR ELECTRICAL CABLES 600 V AND LESS: RGS, CONCRETE ENCASED UNLESS OTHERWISE INDICATED.

2.2. DUCT FOR ELECTRICAL BRANCH CIRCUITS: RGS, DIRECT BURIED UNLESS OTHERWISE INDICATED.

2.3. UNDERGROUND DUCTS CROSSING ROADWAYS: RGS, ENCASED IN REINFORCED CONCRETE.

3. HANDHOLES FOR EXTERIOR UNDERGROUND WIRING

3.1. POLYMER CONCRETE HANDHOLES AND BOXES WITH POLYMER CONCRETE COVER:

3.1.1. DESCRIPTION: MOLDED OF SAND, CONCRETE, AND AGGREGATE, BOUND TOGETHER WITH POLYMER RESIN, AND REINFORCED WITH STEEL OR

FIBERGLASS OR COMBINATION.

3.1.2. CONFIGURATION: UNITS MUST BE DESIGNED FOR FLUSH BURIAL AND HAVE OPEN BOTTOM UNLESS OTHERWISE INDICATED.

3.1.3. COVER: WEATHERPROOF, SECURED BY TAMPER-RESISTANT LOCKING DEVICES AND HAVING STRUCTURAL LOAD RATING CONSISTENT WITH

ENCLOSURE AND INSTALLED LOCATION.

3.1.3.1. COVER FINISH: NONSKID FINISH MUST HAVE MINIMUM COEFFICIENT OF FRICTION OF 0.50.

3.1.3.2. COVER LEGEND: MOLDED LETTERING, AS INDICATED FOR EACH SERVICE.

3.1.4. CONDUIT ENTRANCE PROVISIONS: CONDUIT-TERMINATING FITTINGS MUST MATE WITH ENTERING DUCTS FOR SECURE, FIXED INSTALLATION IN

ENCLOSURE WALL.

3.1.5. DUCT ENTRANCE PROVISIONS: DUCT-TERMINATING FITTINGS MUST MATE WITH ENTERING DUCT FOR SECURE, FIXED INSTALLATION IN ENCLOSURE

WALL.

3.1.6. COLOR: GRAY.

4. EARTHWORK:

4.1. EXCAVATE TRENCHES TO UNIFORM WIDTHS TO PROVIDE THE FOLLOWING CLEARANCE ON EACH SIDE OF PIPE OR CONDUIT. EXCAVATE TRENCH WALLS VERTICALLY FROM TRENCH BOTTOM TO 12 INCHES HIGHER THAN TOP OF PIPE OR CONDUIT UNLESS OTHERWISE INDICATED.

4.1.1. CLEARANCE: 12 INCHES EACH SIDE OF PIPE OR CONDUIT. VERIFY WITH AUTHORITIES HAVING JURISDICTION.

4.2. TRENCH BOTTOMS: EXCAVATE AND SHAPE TRENCH BOTTOMS TO PROVIDE UNIFORM BEARING AND SUPPORT OF PIPES AND CONDUIT. SHAPE SUBGRADE TO PROVIDE CONTINUOUS SUPPORT FOR BELLS, JOINTS, AND BARRELS OF PIPES AND FOR JOINTS, FITTINGS, AND BODIES OF CONDUITS. REMOVE

PROJECTING STONES AND SHARP OBJECTS ALONG TRENCH SUBGRADE.

4.2.1. EXCAVATE TRENCHES 6 INCHES DEEPER THAN ELEVATION REQUIRED IN ROCK OR OTHER UNYIELDING BEARING MATERIAL, 4 INCHES DEEPER

ELSEWHERE, TO ALLOW FOR BEDDING COURSE.

4.3. RESTORATION: RESTORE AREA IMMEDIATELY AFTER BACKFILLING IS COMPLETED.

4.4. RESTORE SURFACE FEATURES AT AREAS DISTURBED BY EXCAVATION, AND RE-ESTABLISH ORIGINAL GRADES UNLESS OTHERWISE INDICATED. REPLACE

REMOVED SOD IMMEDIATELY AFTER BACKFILLING IS COMPLETED.

4.5. RESTORE AREAS DISTURBED BY TRENCHING, STORING OF DIRT, CABLE LAYING, AND OTHER WORK. RESTORE VEGETATION AND INCLUDE NECESSARY

TOPSOILING, FERTILIZING, LIMING, SEEDING, SODDING, SPRIGGING, AND MULCHING.

4.6. DISPOSAL OF SURPLUS AND WASTE MATERIALS

4.6.1. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIALS, INCLUDING UNSATISFACTORY SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF

THEM OFF OWNER'S PROPERTY.

5. INSTALLATION OF DUCTS AND DUCT BANKS

5.1. REFERENCE STANDARDS:

5.1.1. UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED IN CONTRACT DOCUMENTS OR MANUFACTURERS' PUBLISHED INSTRUCTIONS, COMPLY

WITH NEMA TCB 2 FOR INSTALLATION OF UNDERGROUND DUCTS AND DUCT BANKS.

5.1.2. CONSULT ARCHITECT FOR RESOLUTION OF CONFLICTING REQUIREMENTS.

5.2. SPECIAL TECHNIQUES:

5.2.1. WHERE INDICATED ON DRAWINGS, INSTALL DUCT, SPACERS, AND ACCESSORIES INTO DUCT-BANK CONFIGURATION SHOWN. DUCT INSTALLATION

REQUIREMENTS IN THIS SECTION ALSO APPLY TO DUCT BANK.

5.2.2. STEEL RACEWAY, BENDS, AND FITTINGS ON PROJECT MUST BE OF SAME TYPE.

5.2.3. SLOPE: PITCH DUCT MINIMUM SLOPE OF 1:300 DOWN TOWARD MANHOLES AND HANDHOLES AND AWAY FROM BUILDINGS AND EQUIPMENT. SLOPE

DUCT FROM HIGH POINT BETWEEN TWO MANHOLES TO DRAIN IN BOTH DIRECTIONS.

5.2.4. EXPANSION AND DEFLECTION FITTINGS: INSTALL EXPANSION AND DEFLECTION FITTING IN EACH DUCT IN AREA OF DISTURBED EARTH ADJACENT TO

MANHOLE OR HANDHOLE.

5.2.5. INSTALL EXPANSION FITTING NEAR CENTER OF STRAIGHT LINE DUCT WITH CALCULATED EXPANSION OF MORE THAN 3/4 INCH.

5.2.6. CURVES AND BENDS:

5.2.6.1. USE 5-DEGREE ANGLE COUPLINGS FOR SMALL CHANGES IN DIRECTION. USE MANUFACTURED LONG SWEEP BENDS WITH MINIMUM RADIUS OF 48 INCH, BOTH HORIZONTALLY AND VERTICALLY, AT OTHER LOCATIONS UNLESS OTHERWISE INDICATED.

5.2.6.2. FIELD BENDING MUST BE IN ACCORDANCE WITH NFPA 70 MINIMUM RADII REQUIREMENTS, EXCEPT BENDS OVER 45 DEGREES MUST BE MADE WITH MINIMUM RADIUS OF 48 INCH. USE ONLY EQUIPMENT SPECIFICALLY DESIGNED FOR MATERIAL AND SIZE INVOLVED. USE PVC HEATING BENDER FOR

BENDING PVC CONDUIT.

5.2.6.3. DUCT MUST HAVE MAXIMUM OF 180 DEGREES OF BENDS BETWEEN PULL POINTS.

5.2.7. JOINTS: USE SOLVENT-CEMENTED JOINTS IN NONMETALLIC DUCT AND FITTINGS AND MAKE WATERTIGHT IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS. STAGGER COUPLINGS SO THOSE OF ADJACENT DUCT DO NOT LIE IN SAME PLANE. COUPLE STEEL CONDUITS TO DUCTS WITH ADAPTERS DESIGNED FOR THIS PURPOSE, AND ENCASE COUPLING WITH MINIMUM 3 INCH OF CONCRETE FOR MINIMUM OF 12 INCH ON EACH

SIDE OF COUPLING.

5.2.7.1. INSTALL INSULATED GROUNDING BUSHINGS ON STEEL RACEWAY TERMINATIONS THAT ARE LESS THAN 12 INCH BELOW GRADE OR FLOOR LEVEL

AND DO NOT TERMINATE IN HUBS.

5.2.8. END BELL ENTRANCES TO MANHOLES AND CONCRETE AND POLYMER CONCRETE HANDHOLES: USE END BELLS, SPACED APPROXIMATELY 10 INCH O.C.

FOR 5 INCH DUCT, AND VARY PROPORTIONATELY FOR OTHER DUCT SIZES.

5.2.8.1. BEGIN CHANGE FROM REGULAR SPACING TO END-BELL SPACING 10 FT FROM END BELL, WITHOUT REDUCING DUCT SLOPE AND WITHOUT

FORMING TRAP IN LINE.

5.2.8.2. GROUT END BELLS INTO STRUCTURE WALLS FROM BOTH SIDES TO PROVIDE WATERTIGHT ENTRANCES.

5.2.9. BUILDING WALL PENETRATIONS: MAKE TRANSITION FROM UNDERGROUND DUCT TO STEEL RACEWAY AT LEAST 10 FT OUTSIDE BUILDING WALL, WITHOUT REDUCING DUCT LINE SLOPE AWAY FROM BUILDING AND WITHOUT FORMING TRAP IN LINE. USE FITTINGS MANUFACTURED FOR TRANSITION TO STEEL RACEWAY TYPE INSTALLED. INSTALL STEEL RACEWAY PENETRATIONS OF BUILDING WALLS AS SPECIFIED IN SECTION 260544 "SLEEVES AND

SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING."

5.2.10. INSTALL MANUFACTURED STEEL RACEWAY ELBOWS FOR STUB-UPS AT POLES UNLESS OTHERWISE INDICATED. ENCASE ELBOWS FOR STUB-UP DUCTS

THROUGHOUT LENGTH OF ELBOW.

5.2.10.1. COUPLE STEEL ELBOWS TO DUCTS WITH ADAPTERS DESIGNED FOR THIS PURPOSE, AND ENCASE COUPLING WITH MINIMUM 3 INCH OF CONCRETE

FOR MINIMUM OF 12 INCH ON EACH SIDE OF COUPLING.

5.2.11. SEALING: PROVIDE TEMPORARY CLOSURE AT TERMINATIONS OF DUCT WITH PULLED CABLES. SEAL SPARE DUCT AT TERMINATIONS. USE SEALING

COMPOUND AND PLUGS TO WITHSTAND AT LEAST 15 PSIG HYDROSTATIC PRESSURE.

5.2.12. PULLING CORD: INSTALL 200 LBF TEST NYLON CORD IN EMPTY DUCTS.

260500 - COMMON WORK RESULTS FOR ELECTRICAL

1. INSTALL ALL WORK IN COMPLIANCE WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, NFPA-70, NEW YORK STATE UNIFORM FIRE

PREVENTION AND BUILDING CODE, NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, OSHA REQUIREMENTS, AND LOCAL

ORDINANCES.

2. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM ALL OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK. ELECTRIC EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THIS INCLUDES BUT IS NOT LIMITED TO PROVIDING ALL ELECTRICAL EQUIPMENT CONNECTIONS, ALL REQUIRED SUPPORTS AND ACCESSORIES, PERFORMING ALL OPERATIONS REQUIRED FOR COMPLETE TESTING OF SYSTEMS. PRIOR TO FINAL ACCEPTANCE, AND SUBMITTING ALL TEST REPORTS IN WRITING.

3. IDENTIFICATION: LABEL SWITCHBOARD AND SWITCHBOARD FEEDER CIRCUIT BREAKERS, ALL PANELBOARDS AND CONTROL PANELS SHOWING PANEL DESIGNATION, VOLTAGE AND FEEDER INFORMATION. PROVIDE BLACK PLASTIC NAMEPLATE WITH WHITE LETTERS. ATTACH TO PANELS WITH SCREWS OR POP RIVETS. USING DYMO TAPE, LABEL ALL RECEPTACLES, FURNITURE SYSTEM POWER/COMMUNICATION POLES, INDIVIDUAL CIRCUIT BREAKERS, DISCONNECT SWITCHES, ETC. SHOWING PANEL DESIGNATION AND CIRCUIT NUMBER. PROVIDE NEAT TYPEWRITTEN DIRECTORIES FOR ALL PANELBOARDS. UPDATE EXISTING PANELBOARD DIRECTORIES AFFECTED BY THIS WORK.

4. OBSTACLES, INTERFERENCE AND COORDINATION: DRAWINGS SHOW GENERAL DESIGN ARRANGEMENT. INSTALL WORK SUBSTANTIALLY AS INDICATED AND VERIFY EXACT LOCATIONS AND ELEVATIONS ON SITE. DUE TO SMALL SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, CHANGES IN EQUIPMENT LOCATIONS, ETC. TO ACCOMMODATE OBSTACLES AND INTERFERENCES ENCOUNTERED. INSTALL ALL WORK SO THAT ALL ITEMS DO NOT INTERFERE WITH OTHER TRADES SUCH AS HVAC, PLUMBING, GENERAL CONSTRUCTION, ETC.

5. CUTTING AND PATCHING: PROVIDE ALL CUTTING AND PATCHING IN THE WORK AREA. NEATLY CUT EXISTING CONSTRUCTION IN A MANNER TO AVOID DAMAGE TO ADJACENT WORK. PATCH ALL WORK DISTURBED BY INSTALLATION OF NEW WORK.

6. SLEEVE-SEAL INSTALLATION

6.1.INSTALL TO SEAL EXTERIOR WALL PENETRATIONS.

6.2.UEE TYPE AND NUMBER OF SEALING ELEMENTS RECOMMENDED BY MANUFACTURER FOR RACEWAY OR CABLE MATERIAL AND SIZE. POSITION

RACEWAY OR CABLE IN CENTER OF SLEEVE. ASSEMBLE MECHANICAL SLEEVE SEALS AND INSTALL IN ANNULAR SPACE BETWEEN RACEWAY OR CABLE AND SLEEVE. TIGHTEN BOLTS AGAINST PRESSURE PLATES THAT CAUSE SEALING ELEMENTS TO EXPAND AND MAKE WATERTIGHT SEAL.

7. FIRESTOPPING

7.1.APPLY FIRESTOPPING TO PENETRATIONS OF FIRE-RATED FLOOR AND WALL ASSEMBLIES FOR ELECTRICAL INSTALLATIONS TO RESTORE

ORIGINAL FIRE-RESISTANCE RATING OF ASSEMBLY. FIRESTOPPING MATERIALS MUST BE OF THE FIRE RETARDANT SILICONE FOAM TYPE. THE SEALANT MUST BE PLIABLE IN CHARACTER CAPABLE OF ADHERING ITSELF TO THE SURROUNDING SURFACES WITHIN THE VOID BEING FILLED.

THE SEALANT MUST REMAIN IN THE PLIABLE STATE PERMITTING NORMAL BUILDING VIBRATION AND ALLOWING FOR MATERIAL EXPANSION AND ALLOWING FOR MATERIAL EXPANSION AND CONTRACTION WITHOUT CRACKING OR CRUMBLING. FIRE STOP SEALANTS MUST BE FLAME SAFE AS

MANUFACTURED BY HILTI.

260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

1. SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS

1.1.STEEL SLOTTED SUPPORT SYSTEMS: PREFORMED STEEL CHANNELS AND ANGLES WITH MINIMUM 13/32-INCH DIAMETER HOLES AT A

MAXIMUM OF 8 INCHES O.C. IN AT LEAST ONE SURFACE. CHANNEL WIDTH: 1-5/8 INCHES.

1.2.STANDARD: COMPLY WITH MFMA-4 FACTORY-FABRICATED COMPONENTS FOR FIELD ASSEMBLY.

1.3.MATERIAL FOR CHANNEL, FITTINGS, AND ACCESSORIES: GALVANIZED STEEL IN BUILDINGS, STAINLESS STEEL, TYPE 316 IN UTILITY

TUNNEL AND OUTDOORS.

2. CONDUIT AND CABLE SUPPORT DEVICES: GALVANIZED STEEL IN BUILDINGS, STAINLESS-STEEL, TYPE 316 OUTDOORS. HANGERS, CLAMPS, AND ASSOCIATED FITTINGS, DESIGNED FOR TYPES AND SIZES OF RACEWAY OR CABLE TO BE SUPPORTED.

3. MOUNTING, ANCHORING, AND ATTACHMENT COMPONENTS: ITEMS FOR FASTENING ELECTRICAL ITEMS OR THEIR SUPPORTS TO BUILDING

SURFACES INCLUDE THE FOLLOWING:

2.1.MECHANICAL-EXPANSION ANCHORS: INSERT-WEDGE-TYPE, STAINLESS STEEL, FOR USE IN HARDENED PORTLAND CEMENT CONCRETE, WITH TENSION, SHEAR, AND PULLOUT CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED.

2.2.CLAMPS FOR ATTACHMENT TO STEEL STRUCTURAL ELEMENTS: MSS SP-58 UNITS ARE SUITABLE FOR ATTACHED STRUCTURAL ELEMENT.

2.3. THROUGH BOLTS: STRUCTURAL TYPE, HEX HEAD, AND HIGH STRENGTH. COMPLY WITH ASTM A 325.

2.4.HANGER RODS: THREADED STAINLESS-STEEL, TYPE 316 STEEL.

260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

1. POWER AND COMMUNICATIONS RACEWAY IDENTIFICATION MATERIALS

1.1. COMPLY WITH ANSI A13.1 FOR MINIMUM SIZE OF LETTERS FOR LEGEND AND FOR MINIMUM LENGTH OF COLOR FIELD FOR EACH RACEWAY

SIZE.

1.2. COLORS FOR RACEWAYS CARRYING CIRCUITS AT 600 V OR LESS:

1.2.1. BLACK LETTERS ON AN ORANGE FIELD.

1.2.2. LEGEND: INDICATE VOLTAGE.

2. UNDERGROUND-LINE WARNING TAPE

2.1. TAPE:

2.1.1. RECOMMENDED BY MANUFACTURER FOR THE METHOD OF INSTALLATION AND SUITABLE TO IDENTIFY AND LOCATE UNDERGROUND

ELECTRICAL AND COMMUNICATIONS UTILITY LINES.

2.1.2. PRINTING ON TAPE SHALL BE PERMANENT AND SHALL NOT BE DAMAGED BY BURIAL OPERATIONS.

2.1.3. TAPE MATERIAL AND INK SHALL BE CHEMICALLY INERT, AND NOT SUBJECT TO DEGRADING WHEN EXPOSED TO ACIDS, ALKALIS, AND

OTHER DESTRUCTIVE SUBSTANCES COMMONLY FOUND IN SOILS.

2.2. COLOR AND PRINTING:

2.2.1. COMPLY WITH ANSI Z535.1 THROUGH ANSI Z535.5.

2.2.2. INSCRIPTIONS FOR RED-COLORED TAPES: ELECTRIC LINE, HIGH VOLTAGE.

2.2.3. INSCRIPTIONS FOR ORANGE-COLORED TAPES: TELEPHONE CABLE, CATV CABLE, COMMUNICATIONS CABLE, OPTICAL FIBER CABLE.

2.3. TAPE PROPERTIES:

2.1.1. REINFORCED, DETECTABLE THREE-LAYER LAMINATE, CONSISTING OF A PRINTED PIGMENTED WOVEN SCRIM, A SOLID ALUMINUM-FOIL

CORE, AND A CLEAR PROTECTIVE FILM THAT ALLOWS INSPECTION OF THE CONTINUITY OF THE CONDUCTIVE CORE, BRIGHT-COLORED, CONTINUOUS-PRINTED ON ONE SIDE WITH THE INSCRIPTION OF THE UTILITY, COMPOUNDED FOR DIRECT-BURIAL SERVICE.

2.1.2. OVERALL THICKNESS: 8 MILS.

2.1.3. FOIL CORE THICKNESS: 0.35 MIL.

2.1.4. WEIGHT: 34 LB/1000 SQ. FT..

2.1.5. 3-INCHTENSILE ACCORDING TO ASTM D 882: 300 LBF, AND 12,500 PSI.

3. EQUIPMENT IDENTIFICATION LABELS

3.1. ENGRAVED, LAMINATED ACRYLIC OR MELAMINE LABEL: PUNCHED OR DRILLED FOR SCREW MOUNTING. WHITE LETTERS ON A DARK-GRAY

BACKGROUND. MINIMUM LETTER HEIGHT SHALL BE 3/8 INCH.

262416 - PANELBOARDS

1.1. PANELBOARDS SHALL HAVE COPPER BUS WITH BOLTED BREAKERS, FULLY RATED NEUTRAL BUS AND FULLY RATED INTERRUPTING CAPACITY;

NO SERIES RATED SYSTEM PERMITTED. PROVIDE WITH BLANK END WALLS (NO PRE-PUNCHED BOXES), DOOR-IN-DOOR OR HINGED TRIM, INTERRUPTING RATING AS CALLED FOR, NUMBER OF CIRCUITS AS INDICATED. SQUARE D NQOD SERIES (240VAC) OR ACCEPTED EQUAL.

MOUNT TOP OF PANEL AT 72-INCHES ABOVE FINISHED FLOOR.

260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

1. GROUNDING AND BONDING CONDUCTORS:

1.1.EQUIPMENT GROUNDING CONDUCTOR:

1.1.1. GENERAL CHARACTERISTICS: 600 V, THHN/THWN-2, COPPER WIRE OR CABLE, GREEN COLOR.

1.1.2. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH FEEDERS AND BRANCH CIRCUITS.

1.1.3. ALL METAL RACEWAYS, THE METAL ARMOR OR METALLIC SHEATH ON CABLES, AND ALL NON-CURRENT-CARRYING PARTS OF FIXED AND

PORTABLE ELECTRIC EQUIPMENT, REGARDLESS OF VOLTAGE, SHALL BE GROUNDED AND BONDED. GROUNDING AND BONDING IN CLASS I

LOCATIONS SHALL COMPLY WITH NEC 501.30.

1.2.ASTM - BARE COPPER GROUNDING AND BONDING CONDUCTOR:

1.2.1. 19 STRAND SOFT DRAWN BARE COPPER CONDUCTOR.

1.2.2. UNDERGROUND GROUNDING CONDUCTORS: INSTALL BARE COPPER CONDUCTOR, 2 AWG MINIMUM.

1.2.3. BURY AT LEAST 30 INCH BELOW GRADE.

2. GROUNDING AND BONDING BUSHINGS

2.1.DESCRIPTION: BONDING BUSHINGS CONNECT CONDUIT FITTINGS, TUBING FITTINGS, THREADED METAL CONDUIT, AND UNTHREADED METAL

CONDUIT TO METAL BOXES AND EQUIPMENT ENCLOSURES, AND HAVE ONE OR MORE BONDING SCREWS INTENDED TO PROVIDE ELECTRICAL CONTINUITY BETWEEN BUSHING AND ENCLOSURE. GROUNDING BUSHINGS HAVE PROVISION FOR CONNECTION OF BONDING OR GROUNDING

CONDUCTOR AND MAY OR MAY NOT ALSO HAVE BONDING SCREWS.

3. GROUNDING ELECTRODE

3.1.GENERAL CHARACTERISTICS: COPPER-CLAD STEEL, 3/4 INCH BY 10 FT.

3.2.GROUND RODS: DRIVE RODS UNTIL TOPS ARE 2 INCH BELOW OR FINAL GRADE UNLESS OTHERWISE INDICATED.

3.2.1. INTERCONNECT GROUND RODS WITH GROUNDING ELECTRODE CONDUCTOR BELOW GRADE AND AS OTHERWISE INDICATED. MAKE

CONNECTIONS WITHOUT EXPOSING STEEL OR DAMAGING COATING IF ANY.

3.2.2. USE EXOTHERMIC WELDS FOR BELOW-GRADE CONNECTIONS.

260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

1. RACEWAY GENERAL REQUIREMENTS:

1.1.GROUND AND BOND RACEWAY AND BOXES.

1.2.FASTEN RACEWAY AND BOX SUPPORTS TO STRUCTURE. IDENTIFY RACEWAY AND BOXES.

1.3.RACEWAY ROUTING IS SHOWN IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. ROUTE TO COMPLETE WIRING SYSTEM.

1.4.ARRANGE RACEWAY AND BOXES TO MAINTAIN HEADROOM AND PRESENT NEAT APPEARANCE. ARRANGE RACEWAY SUPPORTS TO PREVENT

MISALIGNMENT DURING WIRING INSTALLATION.

1.5.RACEWAYS INSTALLED EXPOSED SHALL BE ROUTED PARALLEL AND PERPENDICULAR TO WALLS.

1.6.CUT CONDUIT SQUARE USING SAW OR PIPE CUTTER; DE-BURR CUT ENDS.

1.7.INSTALL NO MORE THAN EQUIVALENT OF THREE 90 DEGREE BENDS BETWEEN BOXES. INSTALL CONDUIT BODIES TO MAKE SHARP CHANGES IN

DIRECTION.

1.8.AVOID MOISTURE TRAPS; INSTALL JUNCTION BOX WITH DRAIN FITTING AT LOW POINTS IN CONDUIT SYSTEM.

1.9.INSTALL FITTINGS TO ACCOMMODATE EXPANSION AND DEFLECTION WHERE RACEWAY CROSSES CONTROL AND EXPANSION JOINTS.

1.10. FIRESTOP ALL CONDUIT PENETRATING FIRE RATED WALLS. SEALANT SHALL BE RATED MINIMUM 2 HOURS FIRE BARRIER, SMOKE SEAL, SOUND BARRIER, UL 90G9 LISTED, AND FM APPROVED. ACCEPTABLE PRODUCT 3M FIRE BARRIER SEALANT CP25WB+ OR APPROVED EQUAL.

1.11. INSTALL SUITABLE PULL STRING OR CORD IN EACH EMPTY RACEWAY EXCEPT SLEEVES AND NIPPLES.

1.12. SUPPORT BOXES INDEPENDENTLY OF CONDUIT.

1.13. MAINTAIN CLEARANCE BETWEEN RACEWAY AND PIPING FOR MAINTENANCE PURPOSES.

1.14. MAINTAIN 12 INCH CLEARANCE BETWEEN RACEWAY AND SURFACES WITH TEMPERATURES EXCEEDING 104 DEGREES F.

1.15. ALL FINAL CONDUIT CONNECTIONS TO EQUIPMENT SUBJECT TO VIBRATION SHALL BE LIQUIDTIGHT FLEXIBLE METAL CONDUIT. LENGTH OF

FLEXIBLE METAL CONDUIT SHALL NOT EXCEED 3'-0".

1.16. INSTALL IDENTIFYING NAMEPLATES ON ALL NEW EQUIPMENT. NAMEPLATE SHALL BE LAMINATED THREE-LAYER PLASTIC WITH ENGRAVED

BLACK LETTERS ON WHITE CONTRASTING BACKGROUND COLOR. LETTERS SHALL BE 1/4" HIGH. THE NAMEPLATE SHALL HAVE A MINIMUM

THICKNESS OF 1/8" AND BE ATTACHED TO THE EQUIPMENT WITH SUITABLE ADHESIVE.

2. RACEWAY IN INDOOR DRY LOCATIONS:

2.1.CONCEALED AND EXPOSED DRY LOCATIONS: PROVIDE ELECTRICAL METALLIC TUBING. PROVIDE SHEET-METAL BOXES. PROVIDE FLUSH

MOUNTING OUTLET BOX IN FINISHED AREAS. PROVIDE HINGED ENCLOSURE FOR LARGE PULL BOXES.

2.2.SUPPORT RACEWAY USING COATED STEEL OR MALLEABLE IRON STRAPS, LAY-IN ADJUSTABLE HANGERS, CLEVIS HANGERS, AND SPLIT

HANGERS. DO NOT SUPPORT RACEWAY WITH WIRE OR PERFORATED PIPE STRAPS.

2.3.GROUP RELATED RACEWAY; SUPPORT USING CONDUIT RACK. CONSTRUCT RACK USING GALVANIZED STEEL CHANNEL.

2.4.INSTALL FACTORY ELBOWS FOR BENDS IN METAL CONDUIT LARGER THAN 2 INCH SIZE.

2.5.SURFACE RACEWAY: INSTALL FLAT-HEAD SCREWS, CLIPS, AND STRAPS TO FASTEN RACEWAY CHANNEL TO SURFACES; MOUNT PLUMB AND

LEVEL. INSTALL INSULATING BUSHINGS AND INSERTS AT CONNECTIONS TO OUTLETS AND CORNER FITTINGS.

3. RACEWAY IN WET LOCATIONS:

3.1.CONCEALED AND EXPOSED WET/DAMP LOCATIONS: RIGID GALVANIZED STEEL (RGS) SHALL BE USED IN WET, OUTDOOR, AND UNDERGROUND

AREAS OR IN AREAS WHERE SUBJECT TO PHYSICAL ABUSE. GRS SHALL BE SUPPLIED HOT-DIPPED OR ELECTRO-GALVANIZED HEAVY WALL

STEEL AND BE U.L. LISTED "RIGID METAL CONDUIT".

3.2.SUPPORT RACEWAY USING GALVANIZED STEEL STRUT, PIPE CLAMPS, ADJUSTABLE HANGERS, AND CLEVIS HANGERS.

3.3.GROUP RELATED RACEWAY; SUPPORT USING CONDUIT RACK. CONSTRUCT RACK USING GALVANIZED STEEL STRUT.

4. RACEWAY IN CLASS I HAZARDOUS RATED AREAS:

4.1.CONDUIT INSTALLED ABOVE GRADE IN CLASS I RATED AREAS SHALL BE RIGID GALVANIZED STEEL (RGS).

4.1.1. SEALING AT DISPENSERS: CONDUIT SEALS SHALL BE INSTALLED IN ALL CONDUIT ENTERING OR LEAVING A FUEL DISPENSER OR ANY CAVITIES OR ENCLOSURES IN DIRECT COMMUNICATION THEREWITH. THE SEALING FITTING SHALL BE THE FIRST FITTING AFTER THE

CONDUIT EMERGES FROM THE EARTH OR CONCRETE.

4.1.2. SEALING AT HAZARDOUS CLASSIFIED LOCATION BOUNDARIES: ADDITIONAL SEALS SHALL BE PROVIDED IN ACCORDANCE WITH NEC SECTION 501.15, SECTIONS 501.15 (A) (4) AND (B) (2) SHALL APPLY TO HORIZONTAL AS WELL AS VERTICAL BOUNDARIES OF THE DEFINED

CLASS I LOCATIONS.

4.2.CONDUIT INSTALLED BELOW GRADE IN CLASS I RATED AREAS SHALL BE INSTALLED IN RGS CONDUIT.

4.2.1. PVC CONDUIT SHALL BE PERMITTED WHERE BURIED UNDER NOT LESS THAN 2' OF COVER. WHERE USED, RGS CONDUIT SHALL BE USED

FOR THE LAST 2' OF THE UNDERGROUND RUN TO EMERGENCE OR TO THE POINT OF CONNECTION TO THE ABOVEGROUND RACEWAY, AND AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INCLUDED TO PROVIDE ELECTRICAL CONTINUITY OF THE RACEWAY SYSTEM AND FOR

GROUNDING OF NON-CURRENT-CARRYING PARTS.

COMM

UE UE

UNDERGROUND COMMUNICATIONS CABLING

UNDERGROUND ELECTRICAL CABLING

E ELECTRICAL RACEWAY

GROUND CONNECTION

NEW

EXISTING

DEMOLITION

LIGHTING

1LNL1-10

J J

POWER

SYMBOL LIST

HOME RUN TO PANEL. PANELBOARD & CIRCUIT NUMBER INDICATED

PANELBOARD

DISCONNECT SWITCH, NON-FUSIBLE, FRAME SIZE INDICATED

JUNCTION BOX

DUPLEX RECEPTACLE, 18" AFF, UNO

DUPLEX RECEPTACLE, GFCI TYPE, 18" AFF, UNO

C

MANUAL MOTOR STARTERM

P

B PULL BOX

M MECHANICAL EQUIPMENT CONNECTION

LUMINAIRE TYPE INDICATED IN UPPERCASE LETTER

SWITCHLEG INDICATED IN LOWERCASE LETTER

CIRCUIT NUMBER INDICATED BY NUMERAL

REFER TO LUMINAIRE SCHEDULE FOR DESCRIPTION

GENERAL

GENERAL PURPOSE CONTACTOR, 120VAC, NEMA 1

ENCL. NUMBER OF POLES AS REQUIRED.

POLE MOUNTED SITE LIGHT

SINGLE POINT POWER CONNECTION

G G GROUND RING CONDUCTOR

EXOTEMIC WELD

GROUND ROD

EMERGENCY POWER OFF SWITCHE

SPD SURGE PROTECTIVE DEVICE

260519 - LOW-VOLTAGE ELECTRICAL POWER CONSUCTORS AND CABLES

1. COPPER BUILDING WIRE - STRANDED COPPER WITH TYPE THHN/THWN-2 INSULATION, 600V, 90°C RATED, INSTALLED IN CONDUIT.

1.1.USE MANUFACTURER-APPROVED PULLING COMPOUND OR LUBRICANT WHERE NECESSARY; COMPOUND USED MUST NOT DETERIORATE CONDUCTOR OR INSULATION. DO NOT EXCEED MANUFACTURER'S RECOMMENDED MAXIMUM PULLING TENSIONS AND SIDEWALL PRESSURE

VALUES.

1.2.USE PULLING MEANS, INCLUDING FISH TAPE, CABLE, ROPE, AND BASKET-WEAVE WIRE/CABLE GRIPS, THAT WILL NOT DAMAGE CABLES OR

RACEWAY.

SOLENOIDS

LEVEL PROBELP

ATG

OFA

AK/RS

AUTOMATIC TANK GAUGE

OVER FILL ALARM

ACKNOWLEDGED/RESET PUSHBUTTON

Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

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ERIE COUNTY

MEDICAL CENTER

TANK #13 REMOVAL AND

REPLACEMENT

462 GRIDER STREET

BUFFALO, NEW YORK 14215

2244450.014

100% BID SET

04/08/2026

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

300 Pearl Street, Suite 130 Buffalo, NY 14202 716-551-6281 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 0021272

LAND SURVEYING: 0021271

GEOLOGICAL: 0021659

EXP: EXP:

E001

ELECTRICAL SYMBOLS,

NOTES, SPECIFICATIONS,

AND ABBREVIATIONS

JWP

MDR

2027/01/31

CO

NT

RO

L

RO

OM

W

AT

ER

TR

EA

TM

EN

T

RO

OM

OVER FILL

ALARMS

FUEL

TANK

FUEL

DISPENSER

CO

NT

RO

L

RO

OM

W

AT

ER

TR

EA

TM

EN

T

RO

OM

FUEL DISPENSER

KEYPAD

MANAGEMENT

PEDESTAL

FUEL

TANK

FILL

BOX

FIRE EXTINGUISHER

CABINET

CO

M

M

DIVIDED

TROUGH

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE UE UE UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE UE UE UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE UE UE UE UE

UEUEUE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE UE UE UE UE

COMM

COM

M

COM

M

COM

M

COM

M

COM

M

COM

M

COMM COMM COMM COMM

COMMCOMM

COM

M

COM

M

COM

M

COM

M

COM

M

COM

M

COMM COMM COMM COMM

UEUE

TO EMERGENCY

LOAD CENTER - A

(4) 3/4"C- 2#12, 1#12GND 12

TO NEW SYSTEM

CONTROLLER

SPD

1"C-(1)CAT 5E ETHERNET

(1) RS-232

1"C-(1) UNSHIELDED

TWISTED PAIR, 18AWG

UE UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE UE

UE

UE UE

UE

UE UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE

UE

UE

UE

UE

UE

UE

UE

UE

E

UE UE

TROUGH 10

C EMERGENCY LOAD

CENTER - A

6 7

1"C - 3#8, 1#10GND

EMERGENCY

SHUTDOWN

CONTACTOR

8 9

SPD 13

ATG

OFA

AK/RS

18 TYP.

TO OFA

TO EM

SHUTOFF

SWITCH

P B

3/4"C - 2#12, 1#12GND

1-1/2"C - 3#4, 1#10GND

& 2#12, 1#12GND

CONCRETE PAD

LVEM-C 8

1"C - 3#8, 1#10GND

& 4#12, 2#12GND

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE

UE

UE UE

SL1

120V

E102

E102

1. PROVIDE WARNING SIGN, 14" x 20", ALUMINUM, WHITE BACKGROUND WITH 2" HIGH RED LETTERS, OUTDOOR USE. REFER TO WARNING SIGNAGE REQUIREMENTS ABOVE. GRAINGER ITEM # 34RJ35 OR

APPROVED EQUAL.

2. PROVIDE AN EMERGENCY POWER OFF SWITCH TO CONTROL THE CONTACTOR FEEDING ALL POWER TO THE FUEL STORAGE AND DISPENSING AREA. SWITCH TO BE SUPPLIED WITH 2 N.O. AND 2 N.C.

CONTACTS RATED AT 10A, 125/250 VAC, YELLOW HOUSING, RED PUSHBUTTON, CLEAR

WEATHERPROOF COVER, PUSH TO ACTIVATE, TWIST TO RELEASE, FOR OUTDOOR USE. SWITCH TO BE LABELED "FUEL PUMP SHUT-DOWN". GRAINGER ITEM # 54JF39 (STI MODEL #SS2279PS-EN) OR

APPROVED EQUAL. VERIFY EXACT LOCATION IN FIELD PRIOR TO INSTALLATION.

3. PROVIDE 3/4"C-4#12, 1#12 GND FROM THE EMERGENCY POWER OFF SWITCH TO THE CONTACTOR LOCATED WITHIN THE BOILER PLANT. VERIFY EXACT WIRING REQUIREMENTS WITH MANUFACTURES SPECIFICATIONS PRIOR TO INSTALLATION. ACTIVATION OF SWITCH SHALL DE-ENERGIZE PANEL

"EMERGENCY LOAD CENTER - A".

4. PROVIDE 42"/72" TALL, DUAL HEIGHT, DUAL PAD MOUNT, STEEL GOOSE NECK PEDESTAL, BLACK

POWDER COAT FINISH, TO MOUNT THE EMERGENCY POWER OFF SWITCH AND RELATED SIGNAGE.

VIKING MODEL #VE-GNP-2 WITH MOUNTING PLATE. INSTALL OUT OF THE HAZARDOUS RATED AREA

SHOWN ON DETAIL 1/E500 AND 2/E500. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO

INSTALLATION. PROVIDE CONCRETE BASE AS SHOWN ON DETAIL 7/E500.

5. NOT USED.

6. PROVIDE A 3-POLE, 60A, 600V CONTACTOR IN A NEMA 1 ENCLOSURE, WITH A 120VAC, 60HZ COIL, ELECTRICALLY HELD, TO BE USED WITH THE EMERGENCY POWER OFF SWITCH, TO DISCONNECT

POWER TO THE FUEL STATION CIRCUIT(S) IN CASE OF AN EMERGENCY, SQUARE D TYPE S, 8502

SERIES OR APPROVED EQUAL .

7. USE EXISTING 15A/1P CIRCUIT BREAKER FROM THE EMERGENCY LOAD CENTER FOR CONTACTOR COIL

POWER.

8. PROVIDE A 60A/2P CIRCUIT BREAKER IN THE EXISTING LOAD CENTER TO FEED THE NEW EMERGENCY

LOAD CENTER - A VIA THE EMERGENCY SHUTDOWN CONTACTOR.

9. PROVIDE A NEW LOAD CENTER TO POWER ALL DEVICES LOCATED AT OR ASSOCIATED WITH THE FUEL

STORAGE AND DISPENSING AREA. SEE DWG. E600 FOR LOAD CENTER SCHEDULE AND

SPECIFICATIONS.

10. PROVIDED A DUAL SECTION ELECTRICAL WIREWAY, NEMA 3R RATED, TO FACILITATE THE CONDUIT

ENTRIES INTO THE EXISTING MAINTENANCE GARAGE. SEE DETAIL 6/E500 FOR ADDITIONAL

INFORMATION.

11. INSTALL THE EXISTING FUEL CONTROL AND DATA ACQUISITION SYSTEM STATION. PROVIDE CONDUIT

AND WIRING BETWEEN THE FUEL CONTROL AND DATA ACQUISITION SYSTEM AND THE FUEL

PUMP/DISPENSER PER MANUFACTURERS SPECIFICATIONS PRIOR TO INSTALLATION.

12. CONFIRM WIRING REQUIRED WITH VENDOR SUBMITTAL DRAWINGS PRIOR TO INSTALLATION.

13. PROVIDE A SURGE PROTECTION DEVICE AT THE LOAD CENTER. INSTALL PER THE MANUFACTURER'S

INSTALLATION INSTRUCTIONS. SEE PANELBOARD SCHEDULE FOR SPECIFICAITON.

14. PROVIDE A SURGE PROTECTION DEVICE (SPD) IN LINE WITH THE ETHERNET CABLE FEEDING THE FUEL CONTROL AND DATA ACQUISITION SYSTEM (GASBOY). GROUND THE SPD PER THE MANUFACTURER'S

INSTALLATION INSTRUCTIONS. DITEK MODEL #DTK-MRJPOES OR APPROVED EQUAL.

15. VERIFY THE EXACT LOCATION OF THE GASBOY HEAD OFFICE WITH THE OWNER PRIOR TO INSTALLING

CONDUIT AND WIRE.

16. PROVIDE A AUTOMATIC TANK GAUGE (ATG) SYSTEM TO MONITOR THE GASOLINE TANK LEVEL, DIESEL TANK LEVEL, INTERSTITIAL LEAK DETECTION, AND DISPENSER LEAK DETECTION. PROVIDE ALL

INTERCONNECTING CONDUIT AND WIRE BETWEEN PROBES AND ATG PER THE MANUFACTURER'S

INSTALLATION INSTRUCTIONS. USE EXISTING 20A/1P CIRCUIT BREAKER FROM THE EMERGENCY LOAD

CENTER FOR TO POWER THE ATG.

17. PROVIDE AN OVERFILL ALARM (OFA) SYSTEM WITH AN ACKNOWLEDGE/RESET (AK/RS) PUSHBUTTON AND MOUNT TO THE SIDE OF THE EXISTING BUILDING. MOUNT THE AK/RS 4'-0" ABOVE FINISHED

GRADE AND MOUNT THE OFA 8'-0" ABOVE FINISHED GRADE. PROVIDE ALL INTERCONNECTING

CONDUIT AND WIRE BETEEN THE OFA, AK/RS, AND THE ATG PER THE MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

18. PROVIDE CONDUIT SEALS ON ALL CONDUIT LEAVING THE HAZAROUS RATED AREA PER THE NATIONAL

ELECTRICAL CODE (NEC).

KEYED NOTES :

A. THE PROJECT SHALL BE INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES:

A.A. NFPA-30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE.

A.B. NFPA 30A CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES.

A.C. NFPA-70 NATIONAL ELECTRICAL CODE.

A.D. NFPA-77 RECOMMENDED PRACTICE ON STATIC ELECTRICITY.

B. CIRCUIT ALL DEVICES TO "EMERGENCY LOAD CENTER" UNLESS NOTES OTHERWISE.

C. UNDERGROUND CONDUIT ROUTING IS DIAGRAMMATICAL ONLY. THE E.C. IS RESPONSIBLE FOR

COORDINATING PROPER ROUTING IN FIELD.

D. NO CONDUIT SHALL BE INSTALLED DIRECTLY BELOW THE FUEL STORAGE TANK. ALL CONDUIT SHALL BE INSTALLED AROUND THE PERIMETER OF TANK. COORDINATE INSTALLATION WITH TANK SUPPLIER PRIOR

TO INSTALLATION.

E. ALL CONDUIT STUB-UP LOCATIONS SHOWN ARE FOR REFERENCE ONLY. COORDINATE EXACT LOCATIONS

WITH FUEL TANK SUPPLIER PRIOR TO INSTALLATION.

F. SITE TRENCHING AND BACK FILL FOR ALL ELECTRICAL CONDUIT INSTALLATIONS SHALL BE BY THE G.C.

THE E.C. SHALL COORDINATE ALL CONDUIT LOCATIONS WITH THE OWNER, G.C. AND EXISTING SITE

CONDITIONS PRIOR TO ANY WORK.

G. COORDINATE ALL CONDUIT PENETRATIONS THROUGH THE BUILDING WALLS WITH OWNER. ALL CONDUIT PENETRATION TO BE ABOVE FOUNDATION FOOTER. PROVIDE CONDUIT SLEEVES & SEAL PENETRATIONS AS

REQUIRED TO OBTAIN A 100% COMPLETE INSTALLATION.

H. CUT AND PATCH EXISTING CONSTRUCTION INSIDE BUILDING TO ACCOMMODATE NEW ELECTRICAL WORK.

WHEN NECESSARY REMOVE AND REINSTALL GRID CEILING TO CONCEAL CONDUITS. PROVIDE FIRE

STOPPING AT ALL CONDUIT WALL PENETRATES.

I. THE GASBOY ISLANDER PLUS SYSTEM POWER MAY COME FROM MORE THAN ONE SOURCE. DISCONNECT

ALL POWER SOURCES, INCLUDING PUMPS, BEFORE ATTEMPTING TO WORK ON THE SYSTEM.

J. DO NOT CONNECT POWER TO THE GASBOY ISLANDER PLUS AND OTHER PERIPHERALS IN THE WHOLE

SYSTEM, INCLUDING PUMPS, UNTIL COMPLETE INSTALLATION IS INSPECTED AND CERTIFIED.

K. THE EMERGENCY POWER CUT-OFF SWITCH MUST BE ACCESSIBLE, LABELED CLEARLY, AND INSTALLED AWAY FROM ANY HAZARD THAT MAY OCCUR AT PUMPS/DISPENSERS. CUT-OFF SWITCHES MUST NOT BE

LOCATED MORE THAN 100 FEET AWAY FROM PUMPS/DISPENSERS.

GENERAL NOTES:#

A. LOCATION: EMERGENCY POWER OFF SWITCH

SIGN VERBAGE:

"EMERGENCY FUEL SHUT-OFF SWITCH"

B. LOCATION: FUEL STORAGE TANK

SIGN VERBAGE:

"FLAMMABLE - KEEP FIRE AND FLAME AWAY"

C. LOCATION: DISPENSER/PUMP

SIGN VERBAGE:

"WARNING"

"IT IS UNLAWFUL AND DANGEROUS TO DISPENSE GASOLINE INTO UNAPPROVED CONTAINERS"

"NO SMOKING"

"STOP MOTOR"

"NO FILLING OF PORTABLE CONTAINERS IN OR ON A MOTOR VEHICLE. PLACE CONTAINER ON GROUND

BEFORE FILLING."

"DISCHARGE YOUR STATIC ELECTRICITY BEFORE FUELING BY TOUCHING A METAL SURFACE AWAY

FROM THE NOZZLE"

"BEFORE USING PUMP, TOUCH ANY METAL ON THE CAR AWAY FROM YOUR VEHICLE'S FUEL FILLER WITH BARE HAND. THIS WILL DISCHARGE STATIC ELECTRICITY ON YOUR BODY. FAILURE TO FULLY

DISCHARGE MAY IGNITE GASOLINE VAPORS."

"DO NOT RE-ENTER YOUR VEHICLE WHILE GASOLINE IS PUMPING. THIS CAN RE-CHARGE YOUR BODY WITH STATIC ELECTRICITY. IF YOU MUST RE-ENTER YOUR VEHICLE, DISCHARGE STATIC ELECTRICITY

AGAIN BEFORE TOUCHING THE PUMP NOZZLE"

"IF A FIRE STARTS, DO NOT REMOVE NOZZLE -- BACK AWAY IMMEDIATELY AND TELL ATTENDANT. IF

NO ATTENDANT IS ON SITE, USE THE EMERGENCY SHUT-OFF BUTTON TO STOP PUMP"

"DO NOT ALLOW INDIVIDUALS UNDER LICENSED AGE TO USE THE PUMP"

WARNING SIGNAGE REQUIREMENTS:

Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Dr aw ing N am e:

\\c as…