Bid Drawings - Scarsdale Sanitation Yard Vechicle Scale Replacement.pdf

X:

\S

CR

S

(V il o f S ca rsd ale

)\S

CR

S2

5 ( Re pla ce

T ru ck S ca le)

\02 -B

IM

-C

AD

D\

Co n-

Do cs

\01 G en er al\ G

0.0

0 C ov er S he et.

dw g L as t M od ifie d:

Ma y 2 3, :18 pm

P lot ted on

: M ay

, 2

4 -

:18 pm B y b leg er

Sanitation Yard Vehicle Scale Replacement Project

Village of Scarsdale

VM Contract #1314 Scarsdale Sanitation

110 Secor Road Scarsdale, NY 10583

VILLAGE OF

SCARSDALE

Sanitation Yard Vehicle Scale Replacement Project Scarsdale Sanitation 110 Secor Road, Scarsdale, NY 10583

SCRS2405

MAY 23, 2024

DRAWING LIST

NSCALE:

Location Map

NTS

architects engineers

SCRS2405 MAY 2024 AS SHOWN

CLIENT

DESIGNED BY: DRAWN BY:

PROJECT No.: DATE:

CHECKED BY: REVIEWED BY:

SCALE:

STATUS

FINAL BID DOCUMENT

DRAWING No.DRAWING No.

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No. 0018178

VM CONTRACT #1314

COVER SHEET

INFORMATIONAL DRAWINGS

G 000.00

S 500.00

STRUCTURAL DRAWINGS

TRUCK SCALE DETAILS

SITE DETAILSC 500.00

CS 100.00

CIVIL DRAWINGS

SITE IMPROVEMENT PLAN

TRUCK SCALE FOUNDATION PLANS 100.00

E 500.00

ES 100.00

ELECTRICAL DRAWINGS

ELECTRICAL SITE PLAN

ELECTRICAL DETAILS

ELECTRICAL LEGENDSE 001.00

G 000.00

BL JEA MRM DJA

SITE 09/30/2024

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,

ALTERATION OF THIS DOCUMENT EXCEPT BY LICENSE PROFESSIONAL IS ILLEGAL"

EXP. DATEMATTHEW R. MOHLIN, P.E.

NY PROFESSIONAL ENGINEER Lic. No. 071569

EXISTING CONCRETE SCALE RAMP

TO REMAIN

NEW VEHICLE SCALE AND SCALE

HARDWARE IN MODIFIED EXISTING

SCALE PIT (SEE ELECTRICAL DRAWINGS)

NEW SCALE ACCESS HATCH (TYP)

NEW CONCRETE SCALE VAULT WALL

TOP 1.0 OF SCALE PIT WALL

(SEE STRUCTURAL DRAWINGS)

NEW 6"Ø BOLLARD (TYP OF 8)

NEW SCALE OPERATOR TERMINAL AND NEW SOFTWARE

C 500

NEW ASPHALT PAVEMENT AND BASE (TYP)

(BY OTHERS)

C 500

NEW FULL CONCRETE SCALE VAULT WALL

LIMIT OF NEW PAVEMENT (TYP)

(BY OTHERS)

INTERCOM #2

INTERCOM #1

GATE #1

ELECTRICAL ENVIRONMENTAL

ENCLOSURE (TYP OF 2)

HH

HH

REMOVE AND DISPOSE OF VEHICLE

SCALE AND SCALE HARDWARE

REMOVE AND DISPOSE SIGN POST AND FOOTING.

THREE SIGN FACES FOR REINSTALLATION

REMOVE AND DISPOSE STEEL FENDERS

(BY OTHERS)

REMOVE AND DISPOSE ASPHALT

PAVEMENT AND BASE (BY OTHERS)

SAWCUT LIMIT OF PAVEMENT

REMOVAL (BY OTHERS)

REMOVE AND DISPOSE TOP 1.0'

OF SCALE PIT WALL

(SEE STRUCTURAL DRAWINGS)

NEW CIRCULAR INLET SEDIMENT

BAG PROTECTION (TYP)C 500

Heat hco te B ypa ss

W W

W W

W

W W

W

W

W

W

W

W

W

W

W

W

W

S

S

G

G

G

G

G

G

One Story Masonry Building

Two Story Brick Building

Scale Office

X

X

X

X

X

X

NEW CONCRETE FOOTING AND

12' PARKING BARRIER ARM

NEW SIGN BOARD - REPOST SIGNS

NEW SIGN POST (TYP OF 2)

NEW ENCLOSED ELECTRICAL PANEL

IN ENVIRONMENTAL CASE

(SEE ELECTRICAL DRAWINGS)

NEW CONCRETE FOOTING FOR

ABOVE GROUND PEDESTAL FOR

INTERCOM SYSTEM (TYP OF 2)

(SEE SITE PLAN NOTE #11)

C 500

C 500

4 & 7 C 500

6'±

4'

4'±

6'±

4'±

NEW NON-CONTACT SENSOR

(TYP OF 2)

C 500

NEW ENCLOSED ELECTRICAL

ENVIRONMENTAL CASE WITH POWER

AND COMMUNICATION

(SEE ELECTRICAL DRAWINGS)

3.5'

E

E

E

E

E

E

E

E

EEE

E

E

E

E E

E E

E

E

E

E

E E

E

E

E E

E

E E

E

E

E

E

E

E

HH

HH EC

EC

EC EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

E E

E E E

E

E

E

E

E

E

E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E

E

E

E

E

E

S

S

CS 100.00

GRAPHIC SCALE

( IN FEET )

1 inch = ft.

10 2020

1-800-962-7962811

Dig New YorkSafely.

before you dig www.digsafelynewyork.com

Call811

SCALE:

Site Improvements Plan

1" = 20'-0"

X:

\S

CR

S

(V il o f S ca rsd ale

)\S

CR

S2

5 ( Re pla ce

T ru ck S ca le)

\02 -B

IM

-C

AD

D\

Co n-

Do cs

\05 C ivi l\C

S

0.0 0 S ite Im pr ov em en t P lan

.dw g L as t M od ifie d:

Ma y 2 3, :51 am

P lot ted on

: M ay

, 2

4 -

:03 pm B y b leg er

ISSUED FOR BID05-23-240

architects engineers

Scarsdale Sanitation 110 Secor Road

Scarsdale, NY 10583

Village of Scarsdale

SCRS2405 MAY 2024 AS SHOWN

Sanitation Yard Vehicle Scale Replacement Project

VM CONTRACT #1314

DATE:

MARK DATE DESCRIPTION

CLIENT

CONSULTANTS:

SHEET TITLE

STATUS

DESIGNED BY: DRAWN BY:

Q

PROJECT No.:

CHECKED BY: REVIEWED BY:

SCALE:

DRAWN BY:

Q

DATE:

CHECKED BY: REVIEWED BY:

SCALE:

CONTRACT

FINAL BID DOCUMENT

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No. 0018178

DRAWING No.DRAWING No.

SITE IMPROVEMENT PLAN

SITE DEMOLITION NOTES:

1. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS TO THE ENGINEER

IN WRITING IMMEDIATELY.

2. PROVIDE FOR CONSTRUCTION MARKOUT AND LOCATE EXISTING UNDERGROUND UTILITIES. NO

EXCAVATION CAN COMMENCE UNTIL UTILITY DOCUMENTATION HAS BEEN COMPLETED.

3. NO COMPENSATION WILL BE MADE FOR ANY INCONVENIENCE CAUSED BY ENCOUNTERING UTILITIES

AND STRUCTURES WHICH ARE NOT SHOWN, OR ARE INACCURATELY SHOWN ON THE PLANS.

4. REPAIR ANY DAMAGE TO EXISTING UTILITIES RESULTING FROM CONTRACTOR OPERATIONS

IMMEDIATELY AT NO COST TO OWNER.

5. REPAIR ANY DAMAGE TO EXISTING SITE FEATURES SCHEDULED TO REMAIN RESULTING FROM

CONTRACTOR OPERATIONS AT NO COST TO OWNER.

6. SAWCUT CONCRETE PAVEMENT BACK TO NEAREST EXPANSION/CONTROL JOINT.

7. PROVIDE TEMPORARY FENCING TO PROTECT WORK AREAS.

8. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY GROUND DISTURBANCE.

9. DELINEATE THE LIMITS OF CLEARING AND REVIEW WITH THE OWNER PRIOR TO COMMENCING WORK.

10. NOTIFY OWNER AND ENGINEER IMMEDIATELY IN WRITING WHEN UNKNOWN STRUCTURES OR

SUSPECTED HAZARDOUS OR CONTAMINATED MATERIALS ARE ENCOUNTERED PRIOR TO REMOVAL OR

DISTURBANCE.

11. TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES, AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF

THE PUBLIC UNTIL FINAL ACCEPTANCE BY THE OWNER.

12. BACKFILL ALL VOIDS RESULTING FROM THE REMOVAL OF EXISTING SITE FEATURES. BACKFILL TO BE SOIL, FREE OF ORGANIC MATERIAL, DEBRIS, TRASH, CLAY AND STONES LARGER THAN 4 INCHES.

SITE PLAN NOTES:

1. INSPECT THE SITE PRIOR TO SUBMISSION OF BIDS AND MAKE NO ADDITIONAL CLAIMS REGARDING SITE

CONDITIONS THEREAFTER.

2. NOTIFY THE OWNER AND H2M (TELEPHONE 914-358-5623) AT LEAST 48 HOURS PRIOR TO THE

COMMENCEMENT OF THE WORK. THE SAME NOTICE SHALL BE REQUIRED WHEN RESUMING WORK

AFTER ANY STOPPAGE OR DELAY.

3. PERFORM DAILY CLEANUP OPERATIONS INCLUDING REMOVAL OF DEBRIS AND EXCESS CONSTRUCTION

MATERIAL, AND DRIVEWAY/STREET CLEANING TO THE SATISFACTION OF THE OWNER.

4. DURING ALL NON-WORKING HOURS, STORE ALL EQUIPMENT AND MATERIALS WITHIN AN AREA

DESIGNATED BY THE OWNER AT THE PROJECT SITE.

5. ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODE

REQUIREMENTS.

6. COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER TO MINIMIZE INTERRUPTION TO THE OWNER'S

OPERATIONS.

7. RESTORE SURROUNDING AREAS DAMAGED OR DISTURBED DURING CONSTRUCTION. RESTORE TO NEW

CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

8. REMOVE ALL ASPHALT FROM EXISTING CASTINGS.

9. SEAL ALL JOINTS BETWEEN NEW ASPHALT AND EXISTING ASPHALT WITH HOT ASPHALT CEMENT.

10. INTERCOM LOCATIONS ARE APPROXIMATE. THE EXACT LOCATION WILL BE DETERMINED IN THE FIELD.

11. NEW INTERCOM SYSTEM BY AI PHONE OR APPROVED EQUAL, INSTALLED AS PER MANUFACTURERS

REQUIREMENTS CONSISTING OF THE FOLLOWING:

· IP VIDEO MASTER STATION (MODEL: IX-MV7-HB) -QUANTITY: 1

· IP VIDEO DOOR STATION (MODEL: IX-DV) -QUANTITY: 2

· MULTI-PURPOSE INPUT/OUTPUT ADAPTER, DINRAIL MOUNTED WITH 4 CONTACT INPUTS + 10 RELAY

OUTPUTS (MODEL: IXW-MAA) -QUANTITY: 1

· 8 PORT GIGABIT POE SMART-MANAGED SWITCH (MODEL: IPW-POE8) -QUANTITY: 1

LEGEND

DESCRIPTION

G

WAPPROX. UNDERGROUND

WATER MAIN

APPROX. UNDERGROUND GAS

sSANITARY MANHOLE

DRAINAGE INLET

HYDRANT

EXISTING CONCRETE RAMP

EXISTING CONDITIONS NOTES:

1. EXISTING BASE MAP OBTAINED FROM NYSGIS 2024.

SIGN

FENDER (BOLLARD)

DRAINAGE STRUCTURE

SCALE:

Site Layout Plan

1" = 10'-0"

NEW INLET SEDIMENT

BAG PROTECTION

EROSION CONTROL NOTES:

1. DURING THE COURSE OF CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES ARE NECESSARY TO

PREVENT THE TRANSPORT OF SEDIMENT TO UNDISTURBED AREAS, PONDS, WATER COURSES, DRAINAGE SYSTEMS, RECHARGE BASINS, AND ROADS. THE MINIMUM EROSION CONTROL MEASURES REQUIRED ARE INDICATED ON THIS PLAN. IN ADDITION, THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED:

a. EXISTING VEGETATION SCHEDULED TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED.

b. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED TO PREVENT THE

INCIDENTAL DISCHARGE OF SEDIMENT FROM THE SITE.

2. SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL

MEASURES MUST CONFORM TO THE LATEST EDITION OF THE “NEW YORK STATE STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL".

3. INSTALL PROPRIETARY EROSION AND SEDIMENT CONTROL PRODUCTS IN ACCORDANCE WITH MANUFACTURERS

INSTRUCTIONS.

4. ADJUST EROSION AND SEDIMENT CONTROL MEASURES TO ACCOMMODATE CONSTRUCTION PHASING TO

MAINTAIN EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES.

5. PROTECT EXISTING DRAINAGE INLETS WITHIN THE PROJECT LIMITS AND NEW DRAINAGE INLETS INSTALLED AS

PART OF THIS PROJECT FROM SEDIMENT INTRUSION.

6. PERFORM INSPECTION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES ON A WEEKLY BASIS AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, CLEANING AND REPAIR OF ALL EROSION AND SEDIMENT CONTROL MEASURES.

7. UTILIZE APPROPRIATE MEANS TO CONTROL DUST DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO

APPLYING WATER TO BARE SOIL SURFACES.

8. MAINTAIN THE STABILIZED CONSTRUCTION ENTRANCE TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. MAINTAIN THE CONSTRUCTION ENTRANCE WEEKLY UNTIL THE SITE IS

PERMANENTLY STABILIZED.

9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER PERMANENT STABILIZATION, REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SITE AND DRAINAGE

STRUCTURES.

TOTAL LAND DISTURBANCE = 0.05 ACRES

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW, ALTERATION OF

THIS DOCUMENT EXCEPT BY LICENSE PROFESSIONAL IS ILLEGAL"

EXP. DATEMATTHEW R. MOHLIN, P.E.

NY PROFESSIONAL ENGINEER Lic. No. 071569

BL JEA MRM

NEW ELECTRIC

NEW TELECOMMUNICATION TC

E

DJA

9/30/2024

GRADING AND DRAINAGE NOTES:

1. FOR NEW CONSTRUCTION THAT MEETS EXISTING CONDITIONS, ABUTTING SURFACES SHALL BE FLUSH

AND ALIGNED.

2. ADJUST ALL EXISTING CASTINGS AND VALVE COVERS TO MEET PROPOSED GRADE.

3. CONSTRUCTION DEBRIS AND EXCESS SOIL SHALL BE REMOVED AND LEGALLY DISPOSED OFF SITE.

4. UNSUITABLE SOILS ENCOUNTERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION

OF THE OWNER AND ENGINEER IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE.

GRAPHIC SCALE

( IN FEET )

1 inch = ft.

5 10

HHELECTRICAL HAND HOLE

UTILITY CONDUIT INSTALLATION NOTES:

THE FOLLOWING WORK WILL BE PERFORMED BY THE VILLAGE:

1. UTILITY TRENCH EXCAVATION

2. UTILITY CONDUIT INSTALLATION

3. UTILITY TRENCH BACK FILL

C 500.00

\S

CR

S

(V il o f S ca rsd ale

)\S

CR

S2

5 ( Re pla ce

T ru ck S ca le)

\02 -B

IM

-C

AD

D\

Co n-

Do cs

\05 C ivi l\C

0.0

0 S ite

D eta ils .dw g L as t M od ifie d:

Ma y 2

2, 5:4 4p m Pl ott ed on : M ay

, 2

4 -

:16 pm

B y b leg er

ISSUED FOR BID05-23-240

architects engineers

Scarsdale Sanitation 110 Secor Road

Scarsdale, NY 10583

Village of Scarsdale

SCRS2405 MAY 2024 AS SHOWN

Sanitation Yard Vehicle Scale Replacement Project

VM CONTRACT #1314

DATE:

MARK DATE DESCRIPTION

CLIENT

CONSULTANTS:

SHEET TITLE

STATUS

DESIGNED BY: DRAWN BY:

Q

PROJECT No.:

CHECKED BY: REVIEWED BY:

SCALE:

DRAWN BY:

Q

DATE:

CHECKED BY: REVIEWED BY:

SCALE:

CONTRACT

FINAL BID DOCUMENT

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No. 0018178

DRAWING No.DRAWING No.

SITE DETAILS

3'- 6"

4'- 6"

NOTE:

1. CONCRETE TO ACHIEVE 4,000 PSI STRENGTH AT 28 DAYS.

4"

FILL PIPE WITH CONCRETE.

CROWN TO SHED WATER

6"Ø GALVANIZED STEEL

PIPE

CROWN TO

SHED WATER

18"Ø CONC.

FOOTING

PAINT OSHA YELLOW

SCALE: NTS

Steel Bollard - 6" Diameter

3 (323613.00 H2MX2)

1'-3" DIA.

TOP VIEW

2'- 0"

3" 4'-

0"

SIDE VIEW

NOTE:

1. 'U' CHANNEL POST TO BE ASTM A36 STEEL, 3

1/16" x 1 15/32", BAKED-ON ENAMEL FINISH, COLOR TO BE SELECTED BY THE OWNER

2. SIGN PANEL TO BE 6061-T6 ALUMINUM

ALLOY, 10 GAGE THICK

3. ALUMINUM Z-BAR STIFFENER TO BE 1 LB/FT AND

MEASURING 2 3/8" x 1 1/4" x 3/16", PREPUNCHED

WITH 5/16" DIAMETER HOLES AT 1" CENTERS

4. Z-BAR REQUIRED ONLY FOR SIGNS 21 INCHES

OR WIDER

1/2

2'-0" (TYP)

7'- 0"

ATTACH AT TOP

AND BOTTOM

ALUMINUM Z-BAR

STIFFENER (TYP)

'U' CHANNEL POST

4" STEEL PIPE FILLED

WITH CONCRETE

SLOPED TO DRAIN

4,000 P.S.I. AIR

ENTRAINED

CONCRETE FOOTING

SEE PLANS FOR

SIGN GRAPHICS

AND SIZE

4" STEEL PIPE

WROUGHT

ALUMINUM

HARDWARE

SCALE: NTS

Post - Mounted Sign (On-Site)

2 (101453H2MX1) - U - M

1'- 6"

12"Ø CONCRETE FOOTING

3'- 9"

2" SQUARE TUBING,

POWDER COATED

4" to

6"

CONDUIT

ACCESS

HOLE

10 1/2"

NOTE:

1. COORDINATE WITH OWNER FOR LOCATION AND

INSTALLATION OF KEYPAD

SCALE: NTS

Keypad Post Mount

SCALE VAULT

SCALE: NTS (321216.13 H2MX2) - U1

Asphalt Pavement - Heavy Duty (By Village)

NOTE:

COMPACT SUBGRADE TO 95% MAXIMUM DENSITY IN

ACCORDANCE WITH ASTM D698.

1 1/2" ASPHALTIC CONCRETE WEARING COURSE

3" ASPHALTIC CONCRETE BINDER COURSE

6" AGGREGATE BASE COURSE

COMPACTED SUBGRADE

Mechanical Properties Test Method Units MARV

Grab Tensile Strength ASTM D 4632 lbs 365 x 200 Grab Tensile Elongation ASTM D 4632 % 24 x 10

Puncture Strength ASTM D 4833 lbs 90 Mullen Burst Strength ASTM D 3786 psi 450

Trapezoid Tear Strength ASTM D 4533 lbs 115 x 75 UV Resistence ASTM D 4355 % 90

Apparent Opening Size ASTM D 4751 US Std Sieve) 40 Flow Rate ASTM D 4491 gal/min/ft 145 Permittivity ASTM D 4491 Sec 2.1-1

FILTER FABRIC PROPERTIES

NOTES

1. REMOVE ACCUMULATED SEDIMENT AND DEBRIS AS

REQUIRED TO MAINTAIN ADEQUATE FLOW THROUGH

FILTER FABRIC.

2. REMOVE INLET PROTECTION UPON PERMANENT

STABILIZATION OF CONSTRUCTION SITE.

PLAN

INLET CASTING COMPLETELY

ENCLOSED BY FILTER FABRIC

LIFTING STRAPS

INLET CASTING

INLET CASTING COMPLETELY

ENCLOSED BY FILTER FABRIC

SCALE: NTS

Circular Inlet Sediment Bag Protection

6 312553.13 H2MX2

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW, ALTERATION OF

THIS DOCUMENT EXCEPT BY LICENSE PROFESSIONAL IS ILLEGAL"

EXP. DATEMATTHEW R. MOHLIN, P.E.

NY PROFESSIONAL ENGINEER Lic. No. 071569

BL JEA MRM

12'-0"

PARKING BARRIER

AND CONCRETE

FOOTING

12' LONG BARRIER ARM

6" STEEL BOLLARD (TYP)

1'- 0"

(T

YP

CONCRETE

PAD

14.5000

SCALE: NTS

Parking Barrier Arm w/ 12' Aluminum Arm 4 Model: Door King 1601

16" MIN.

16" MIN.

3'- 6"

M

IN

2'-0"

PHOTO-BEAM LOCATION

MAXIMUM 27" FROM GRADE

VEHICLE LANE

12' LONG BARRIER ARM

FRONT VIEW

2'-0"

2'- 0"

11"

.5"

14.5"

2'-0" 2'-0"

3'- 6"

M

IN

15" 14.5"

.61

TO

V

EH

IC

LE

AW

AY

F

RO

M

SC

AL

E

CONC. FOOTING

REINFORCED (TYP)

(SEE FOUNDATION

FOOTING DETAIL;

THIS SHEET)

SIDE VIEW

CONDUIT AREA

4"

DOOR-SIDE

VIEW

CONC. FOOTING

REINFORCED (TYP)

(SEE FOUNDATION

FOOTING DETAIL;

THIS SHEET)

PARKING

BARRIER

PARKING

BARRIER

BARRIER

ARM

10'-0"

TRUCK SCALE PIT

TRUCK SCALE

EXISTING CONCRETE

TRUCK SCALE RAMP

NEW ASPHALT

PAVEMENT PER PLAN

1'-4"

MIN

NON-CONTACT

SENSOR (TYP)

3'- 6"

M

IN

SCALE:

Barrier Arm Footing7 NTS

PROVIDE 3/4"

NON-SHRINK GROUT

ASTM F1554 ANCHOR BOLT BY

BARRIER ARM MANUF.

(4) #4 VERTICAL BARS

12" CONCRETE

FOOTING Fc = 4KSI

#3 TIES @ 12" O.C.

(3) #3 AT 3" O.C. AT TOP

FINISH GRADE

PROVIDE 3/4" MIN. CHAMFER

AT ALL EXPOSED SIDES.

BASE PLATE

BACKFILL (TYP. ALL SIDES

AND BASE)

9/30/2024

DJA

2'-0"

LIM

IT

O F

W

AL

L R

EM

OV

AL

SE

E

DE

TA

IL

2/S -5

+/- 5'-01 8"

- 2

'-1 03 8"

REUSE EXISTING PRECAST

CONCRETE TRENCH COVER

PHANTOM NEW SCALE LENGTH AND WIDTH

SHOWN FOR CLEARANCE PURPOSES ONLY

SAWCUT AND REMOVE TOP 12" OF TRUCK

SCALE VAULT WALL AT ENTIRE PERIMETER

EXISTING PIER EXISTING PIER EXISTING PIER EXISTING PIER

S 500

NEW PEDESTAL EXTENSION AT

CORNER PEDESTAL (TYP OF 4) S 500

4 & 5

NEW EMBEDDED ANGLE

S 500

NEW CONCRETE INFILL

AT TRENCH OPENING S 500

\\H 2m

.co m\ sh ar es \P ro jec ts\

SC

RS

(V il o f S ca rsd ale )\S

CR

S2

5 (

Re pla ce T ru ck

S ca

le) \02

-B

IM

-C

AD

D\ Co n- Do cs \07

S tru ctu ra l\S

0.0 0 T ru ck

S ca le Fo un da tio n P lan .dw g L as t M od ifie d:

Ma y 2

3, 4:5 6p m Pl ott ed on : M ay

, 2

4 - 4:

pm

B y j sc he ine r

SINGLE CONTRACT

ISSUED FOR BID05-23-240

architects engineers

Scarsdale Sanitation 110 Secor Road

Scarsdale, NY 10583

Village of Scarsdale

SCRS2405 MAY 2024 AS SHOWN

Sanitation Yard Vehicle Scale Replacement Project

VM CONTRACT #1314

SINGLE CONTRACT

DATE:

MARK DATE DESCRIPTION

CLIENT

CONSULTANTS:

SHEET TITLE

STATUS

DESIGNED BY: DRAWN BY:

Q

PROJECT No.:

CHECKED BY: REVIEWED BY:

SCALE:

DRAWN BY:

Q

DATE:

CHECKED BY: REVIEWED BY:

SCALE:

04/30/2027

CONTRACT

FINAL BID DOCUMENT

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No. 0018178

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,

ALTERATION OF THIS DOCUMENT EXCEPT BY LICENSE PROFESSIONAL IS ILLEGAL"

EXP. DATEDANIEL J. AIELLO, P.E.

NY PROFESSIONAL ENGINEER Lic. No. 100515

DRAWING No.DRAWING No.

TRUCK SCALE

FOUNDATION PLAN

S 100.00

S 500

S 500

S 500

SCALE:

Scale Foundation Plan

3/8"=1'-0"

SCALE:

Scale Foundation Elevation

3/8"=1'-0"

N

N

S 100

MWM JES DJA DJA

CONCRETE NOTES:

1. PROVIDE BATCH MIXING, TRANSPORTATION, PLACING AND CURING OF CONCRETE IN ACCORDANCE WITH

RECOMMENDATIONS OF ACI 301 AND ACI 318. USE TYPE I PORTLAND CEMENT UNLESS NOTED OTHERWISE. PROVIDE

ADMIXTURES AND SPECIAL REQUIREMENTS AS SPECIFIED.

A. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) CONCRETE f'c = 4000 PSI AT 28 DAYS.

B. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.50

C. SLUMP LIMITS (CONVENTIONAL MIX)

a. SLABS: 3 INCHES ± 1 INCH

b. PIERS, FOUNDATION WALLS AND FOOTINGS: 4 INCHES ± 1 INCH

D. SLUMP LIMITS (PUMP MIX)

a. FINAL SLUMP (SLABS): 6 1/2 INCHES ± 1 INCH

b. FINAL SLUMP (FOUNDATION WALLS AND FOOTINGS): 7 1/2 INCHES ± 1 INCH

E. AIR CONTENT

a. PIERS, MATS AND SPREAD FOOTINGS: 5.5% ± 1% AT POINT OF DELIVERY

b. SLABS: 3% ± 1% AT POINT OF DELIVERY. DO NOT ALLOW AIR CONTENT OF TROWEL FINISHED CONCRETE FLOORS

TO EXCEED 3%.

F. NORMAL WEIGHT AGGREGATE: ASTM C33/C33M, NO. 57 OR 67 CRUSHED STONE COARSE AGGREGATE OR BETTER, GRADED.

a. COURSE-AGGREGATE SIZE: 3/4 INCH NOMINAL

b. FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT

G. USE ADMIXTURES ONLY WHEN APPROVED BY THE ENGINEER

H. MIX GROUT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS

2. PROVIDE CONCRETE MIXES DESIGNED BY A QUALIFIED TESTING LABORATORY FOR REVIEW AND APPROVAL BY THE

STRUCTURAL ENGINEER.

3. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS REQUIRED BY A.C.I. CODE AND AS INDICATED ON DRAWINGS.

HORIZONTAL CONSTRUCTION JOINTS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED OR APPROVED BY STRUCTURAL ENGINEER. SUBMIT PLAN TO ENGINEER INDICATING PROPOSED CONTROL AND EXPANSION JOINT LOCATIONS IN CONCRETE

SLABS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.

4. CHAMFER EXPOSED CONCRETE EDGES 3/4 INCH UNLESS NOTED OTHERWISE.

5. WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW CONCRETE.

6. PROVIDE ADEQUATE STRUCTURAL FRAMING AS APPROVED BY STRUCTURAL ENGINEER FOR MECHANICAL OPENINGS

THROUGH THE SLABS, WALLS AND FLOOR DECK.

GENERAL NOTES:

1. SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE USED IN CONJUNCTION WITH THE

DRAWINGS.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY MEASUREMENTS AT THE JOB SITE AND SHALL TAKE ANY AND ALL OTHER MEASUREMENTS NECESSARY TO VERIFY THE DRAWINGS AND TO PERFORM THE WORK PROPERLY. ANY DISCREPANCY BETWEEN THE DRAWINGS AND THE MEASURED DIMENSIONS OF THE EXISTING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED INCLUDING BUT NOT LIMITED TO FABRICATION OF MATERIALS. SUCH DISCREPANCIES BETWEEN THE DRAWINGS AND THE MEASURED DIMENSIONS SHALL NOT BE THE REASONS FOR ANY EXTRA COST OR DELAY IN THE EXECUTION OF THE WORK AND THE

WORK SHALL BE PERFORMED AT NO EXTRA COST TO THE OWNER.

3. ALL CONTRACTORS ARE REQUIRED TO VISIT THE SITE AND FULLY INFORM THEMSELVES AS TO THE EXISTING CONDITIONS AND LIMITATIONS PRIOR TO SUBMITTING THEIR PROPOSAL/BID. FAILURE TO VISIT THE SITE AND NOT FAMILIARIZING THEMSELVES WITH THE CONDITIONS AND LIMITATIONS WILL IN NO WAY RELIEVE THE SUCCESSFUL BIDDER FROM FURNISHING ANY MATERIALS OR PERFORMING ANY WORK THAT MAY BE REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AT NO ADDITIONAL COST TO THE OWNER.

4. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR ALONE IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND SAFETY OF STRUCTURE AND WORKMEN DURING THE ENTIRE CONSTRUCTION PERIOD, WHICH SHALL INCLUDE BUT NOT BE LIMITED TO DESIGN AND INSTALLATION OF BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING, SHORING OF RETAINING WALLS AND OTHER TEMPORARY SUPPORTS AS REQUIRED. ANY DAMAGE TO THE STRUCTURE IF OCCURRED SHALL BE RECTIFIED TO THE ENTIRE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL SCHEDULE THE WORK IN CONSULTATION WITH THE OWNER AND IN SUCH A WAY AS TO MINIMIZE THE CONFLICT OF THE OPERATION OF THE BUILDING. COMPLY WITH APPLICABLE REQUIREMENTS OF OSHA AND OTHER

GOVERNING BODIES HAVING JURISDICTION AT THE SITE.

5. IN CASE OF ANY DAMAGE TO THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR THE SAME TO THE SATISFACTION OF

THE OWNER AT NO ADDITIONAL COST TO THE OWNER.

6. THE CONTRACTOR SHALL INFORM THE ENGINEER OF ANY DEMOLITION, ALTERATIONS REQUIRED OR INTERFERENCES NOT SHOWN ON THE DEMOLITION DRAWINGS FOR RESOLUTION. THE CONTRACTOR SHALL ALLOW 7 WORKING DAYS FOR RESOLUTION OF THE CONDITION UNLESS ADDITIONAL TIME IS STATED TO BE REQUIRED BY THE ENGINEER.

7. TYPICAL DETAILS ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION.

NOTIFY ENGINEER OF CONFLICTS REGARDING APPLICABILITY OF TYPICAL DETAILS.

8. DO NOT LOAD THE FINISHED SLAB ON GRADE OR ELEVATED SLABS WITH ERECTION EQUIPMENT. DO NOT STACK CONSTRUCTION MATERIALS ON DECKS/SLABS. DO NOT CAUSE IMPACT LOADS TO DECK/SLAB DURING CONSTRUCTION.

9. VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS, AND WALL OPENINGS.

6"

EXISTING WALL EXISTING WALL

(2) 2"Ø SCH. 40 PVC DRAIN

PIPE THROUGH WALL

#5 DOWEL 1'-6" LG. DRILLED AND

EPOXIED INTO EXISTING CONCRETE,

MIN. EMBED. 6" USING HILTI HIT-HY 200

EPOXY (6 TOTAL)

NEW EPOXY-COATED L3x3x1

EMBEDDED W/ 12" Ø HEADED STUD

3" LG. @ 3'-0" O.C.

NEW TOP OF WALL,

SEE SECTION 2/S500

#3 @ 12" O.C. E.F.

#3 @ 16" O.C.

3" 3"

3"

NOTE: TOP OF WALL REINF. & ANGLES NOT SHOWN FOR CLARITY

1'- 0"

EXISTING

CONCRETE WALL

NEW EPOXY-COATED L3x3x1

EMBEDDED W/ EPOXY-COATED 12" Ø

HEADED STUD 3" LG. @ 3'-0" O.C.

CONCRETE BONDING AGENT

6"

#5 DOWEL x 1'-3" LG. DRILLED & EPOXIED

INTO EXISTING CONCRETE WALL USING HILTI

HIT-HY 200 EPOXY MAX SPACING 12" O.C.

#5 BAR CONT.

NOTE: SAW CUT &

REMOVE THE TOP 12"

OF THE SCALE WALL

NEW CONCRETE WALL

2"

FULL DEPTH TYP

EMBED. GALV.

STEEL ANGLE

2'- 4"

L3x3x1

4 EPOXY-COATED EMBEDMENT

CONT. ANGLE

2'-4"

NEW CONCRETE PEDESTAL EXPANSION

EXISTING SCALE PEDESTAL

(3) #3 BARS BENT BAR

8" Ø BENT S.S. DOWEL DRILLED AND EPOXIED USING

HILTI HIT-HY 200 EPOXY MIN. EMBEDMENT 3"

TOTAL (6) DOWELS PER SIDE ELEVATION

#3 DOWEL @ 16" O.C. EMBEDDED 4"

MIN. W/ HILTI HIT-HY 200 EPOXY, TYP.

1'- 0"

M

IN

3"

EMBEDDED EPOXY-COATED

STEEL ANGLE, SEE DETAIL 2

- 1

'-4 " V

.I.F

EXISTING CONCRETE PEDESTAL

NEW CONCRETE PEDESTAL EXTENSION

(3) #3 BARS BENT HORIZONTAL BAR @ 16" O.C.

#3 @ 12" O.C.

8" Ø BENT S.S. DOWEL DRILLED AND

EPOXIED USING HILTI HIT-HY 200 EPOXY

MIN. EMBEDMENT 3"

TOTAL (6) DOWELS PER SIDE ELEVATION

+/- 2'-0"

- 1

'-0

75.0°

EMBED. 4" MIN. W/ HILTI HIT-HY 200

EPOXY

NOTE: TOP OF WALL REINF. & ANGLES NOT SHOWN FOR CLARITY PURPOSES

\\H 2m

.co m\ sh ar es \P ro jec ts\

SC

RS

(V il o f S ca rsd ale )\S

CR

S2

5 (

Re pla ce T ru ck

S ca

le) \02

-B

IM

-C

AD

D\ Co n- Do cs \07

S tru ctu ra l\S

0.0 0 T ru ck

S ca le De tai ls.

dw g L as t M od ifie d:

Ma y 2 3, 4:5

6p m

Pl ott ed on

: M ay

, 2

4 -

4:

pm B y j sc he ine r

SINGLE CONTRACT

ISSUED FOR BID05-23-240

architects engineers

Scarsdale Sanitation 110 Secor Road

Scarsdale, NY 10583

Village of Scarsdale

SCRS2405 MAY 2024 AS SHOWN

Sanitation Yard Vehicle Scale Replacement Project

VM CONTRACT #1314

SINGLE CONTRACT

DATE:

MARK DATE DESCRIPTION

CLIENT

CONSULTANTS:

SHEET TITLE

STATUS

DESIGNED BY: DRAWN BY:

Q

PROJECT No.:

CHECKED BY: REVIEWED BY:

SCALE:

DRAWN BY:

Q

DATE:

CHECKED BY: REVIEWED BY:

SCALE:

04/30/2027

CONTRACT

FINAL BID DOCUMENT

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No. 0018178

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,

ALTERATION OF THIS DOCUMENT EXCEPT BY LICENSE PROFESSIONAL IS ILLEGAL"

EXP. DATEDANIEL J. AIELLO, P.E.

NY PROFESSIONAL ENGINEER Lic. No. 100515

DRAWING No.DRAWING No.

SCALE:

Wall Infill @ Scale House1 3/4"=1'-0" SCALE:

Section @ New Top of Wall2 3/4"=1'-0"

SCALE:

Embedment Angle Miter Detail3 3/4"=1'-0" SCALE:

Detail @ Corner Pedestal Modification (Section View)5 3/4"=1'-0"SCALE:

Detail @ Corner Pedestal Modification (Plan View)4 3/4"=1'-0"

S 500.00

TRUCK SCALE

DETAILS

NOTE: TYPICAL AT ALL ANGLE SPLICES

S-500

MWM JES DJA DJA

CR

S

(V il o f S ca rsd ale

)\S

CR

S2

5 ( Re pla ce

T ru ck S ca le)

\02 -B

IM

-C

AD

D\

Co n-

Do cs

\15 E lec tric

\E

1 - E lec tric al Le ge nd s.d wg

La st

Mo dif ied : M ay

, 2

4 - 2:

pm

P lot ted on

: M ay

, 2

4 -

2:

pm B y I Hu ss ain

ALL CONTRACTS

ISSUED FOR BID05-23-240

architects engineers

Scarsdale Sanitation 110 Secor Road

Scarsdale, NY 10583

Village of Scarsdale

SCRS2405 MAY 2024 AS SHOWN

Sanitation Yard Vehicle Scale Replacement Project

VM CONTRACT #1314

DATE:

MARK DATE DESCRIPTION

CLIENT

CONSULTANTS:

SHEET TITLE

STATUS

DESIGNED BY: DRAWN BY:

Q

PROJECT No.:

CHECKED BY: REVIEWED BY:

SCALE:

DRAWN BY:

Q

DATE:

CHECKED BY: REVIEWED BY:

SCALE:

CONTRACT

FINAL BID DOCUMENT

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No. 0018178

DRAWING No.DRAWING No.

E 001.00

ELECTRICAL

LEGENDS

CJS/FI IH

ELECTRICAL LEGENDS

ABBREVIATION DESCRIPTION COMMENTS

AFF ABOVE FINISHED FLOOR

AFC ABOVE FINISHED CEILING

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AMP, A AMPERE

ATS AUTOMATIC TRANSFER SWITCH; SEE TRANSFER SWITCH

SCHEDULE

AWG AMERICAN WIRE GAUGE

BFC BELOW FINISHED CEILING

CL CENTERLINE

CT COUNTER TOP

EC ELECTRICAL CONDUIT

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT INDICATOR

GND GROUND

PSEG

PUBLIC SERVICE ELECTRIC AND GAS COMPANY (LOCAL

ELECTRIC UTILITY)

MCB MAIN CIRCUIT BREAKER

MLO MAIN LUGS ONLY

NTS NOT TO SCALE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

UC UNDER COUNTER

V VOLT

VAC VOLTS ALTERNATING CURRENT

VDC VOLTS DIRECT CURRENT

X-FMR TRANSFORMER

WP WEATHERPROOF

SYMBOL DESCRIPTION COMMENTS

THREE - WAY SWITCH 46" AFF TO CL UON

FOUR - WAY SWITCH 46" AFF TO CL UON

ILLUMINATED SWITCH 46" AFF TO CL UON

SINGLE POLE SWITCH; "A" INDICATES SWITCH CONTROL 46" AFF TO CL UON

SINGLE POLE DIMMER SWITCH 46" AFF TO CL UON

THREE - WAY DIMMER SWITCH 46" AFF TO CL UON

SINGLE POLE KEYED SWITCH 46" AFF TO CL UON

KEYED THREE - WAY SWITCH 46" AFF TO CL UON

KEYED FOUR - WAY SWITCH 46" AFF TO CL UON

SWITCH AND PILOT LIGHT

SWITCH WITH THERMAL OVERLOAD PROTECTION (CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE WITH

EQUIPMENT)

OCCUPANCY/VACANCY SENSOR WITH MANUAL OVERRIDE, WALL MOUNT

TIME CLOCK

EMERGENCY SHUT OFF SWITCH; 'E' INDICATES ELECTRICAL; 'G' INDICATES GAS

2 #12 AWG + #12 AWG GND IN 3/4" E.C. CONCEALED IN WALL OR CEILING

3 #12 AWG + #12 AWG GND IN 3/4" E.C. CONCEALED IN OR BELOW SLAB

DEDICATED HOME RUN TO PANEL LP1 FOR CIRCUIT NO. 35 ONLY. 2 #12 AWG + #12 AWG GND IN 3/4" E.C. CONCEALED IN

WALL OR CEILING

SIMPLEX RECEPTACLE: 120V, 20A. COORDINATE MOUNTING HEIGHT WITH MECHANICAL CONTRACTOR TO CLEAR

BASEBOARDS. FLUSH

DUPLEX RECEPTACLE: 120V, 20A. COORDINATE MOUNTING HEIGHT WITH MECHANICAL CONTRACTOR TO CLEAR

BASEBOARDS. FLUSH

QUAD RECEPTACLE, DOUBLE DUPLEX RECEPTACLE: 120V, 20A. COORDINATE MOUNTING HEIGHT WITH MECHANICAL

CONTRACTOR TO CLEAR BASEBOARDS. FLUSH

DUPLEX RECEPTACLE: 120V, 20A; SUBSCRIPT "C" INDICATES CEILING MOUNT. FLUSH

DUPLEX RECEPTACLE: 120V, 20A; FLOOR MOUNTED. FLUSH

QUAD RECEPTACLE: 120V, 20A; FLOOR MOUNTED.

DUPLEX RECEPTACLE AND DATA JACK: 120V, 20A; FLOOR MOUNTED.

DATA JACK; FLOOR MOUNTED.

ISOLATED GROUND DUPLEX RECEPTACLE. COORDINATE MOUNTING HEIGHT WITH MECHANICAL CONTRACTOR TO CLEAR

BASEBOARDS. FLUSH

DUPLEX RECEPTACLE: 120V, 20A; WITH GROUND FAULT INDICATOR. COORDINATE MOUNTING HEIGHT WITH MECHANICAL

CONTRACTOR TO CLEAR BASEBOARDS. FLUSH

DUPLEX RECEPTACLE: 120V, 20A; SUBSCRIPT "UC" INDICATES UNDER COUNTER AS PER ENGINEER

DUPLEX RECEPTACLE: 120V, 20A; SUBSCRIPT "CT" INDICATES COUNTER TOP. AS PER ENGINEER

DUPLEX RECEPTACLE: 120V, 20A; SUBSCRIPT "WP" INDICATED WEATHER PROOF. AS PER ENGINEER

DUPLEX RECEPTACLE: 120V, 20A; SUBSCRIPT "USB" INDICATES INTEGRAL USB. FLUSH

SPECIAL PURPOSE OUTLET: 240V, 40A. VERIFY NEMA CONFIGURATION WITH EQUIPMENT MANUFACTURER. AS PER ENGINEER

TWISTED LOCK RECEPTACLE: 125V, 20A, 3 WIRE; UNLESS OTHERWISE NOTED. AS PER ENGINEER

SURFACE RACEWAY WITH 2 GROUNDED AND ISOLATED TYPE DUPLEX RECEPTACLES AND 1 DATA OUTLET PER POSITION, 18" AFF UNLESS OTHERWISE NOTED.

MAGNETIC STARTER "S1"; SEE STARTER SCHEDULE

DISCONNECTION SWITCH "DS1"; SEE DISCONNECT SWITCH SCHEDULE.

JUNCTION BOX.

NEMA 4X STAINLESS STEEL JUNCTION BOX WITH GASKET COVER.

JUNCTION BOX RECESSED IN WALL WITH BLANK COVER. PROVIDE 3/4" E.C. AND DRAG LINE TO ABOVE FINISHED CEILING.

MOUNT 18" AFF, UNLESS OTHERWISE NOTED.

FOR MONITOR, JUNCTION BOX RECESSED IN WALL WITH BLANK COVER. PROVIDE 3/4" E.C. AND DRAG LINE TO ABOVE

FINISHED CEILING.

FOR HAND DRYER, JUNCTION BOX RECESSED IN WALL WITH BLANK COVER. PROVIDE 3/4" E.C. AND DRAG LINE TO ABOVE

FINISHED CEILING. COORDINATE MOUNTING HEIGHT WITH ARCHITECT.

TRANSFORMER "T1"; SEE TRANSFORMER SCHEDULE.

ELECTRICAL PANEL "P1", RECESSED; SEE PANEL SCHEDULE.

ELECTRICAL PANEL "P1", SURFACE MOUNT; SEE PANEL SCHEDULE.

CONDUIT GOING UP.

CONDUIT GOING DOWN.

TELEPHONE. PROVIDE 3/4" E.C. WITH DRAG LINE TO AFC AND EMPTY J. BOX RECESSED IN WALL WITH BLANK COVER.

CABLE TELEVISION. PROVIDE 3/4" E.C. WITH DRAG LINE TO AFC AND EMPTY J. BOX RECESSED IN WALL WITH BLANK

COVER.

DATA. PROVIDE 3/4" E.C. WITH DRAG LINE TO AFC AND EMPTY J. BOX RECESSED IN WALL WITH BLANK COVER.

COMBINED DATA AND TV. PROVIDE 3/4" E.C. WITH DRAG LINE TO AFC AND EMPTY J. BOX RECESSED IN WALL WITH BLANK

COVER.

SECURITY CAMERA. PROVIDE 3/4" E.C. WITH DRAG LINE TO AFC AND EMPTY J. BOX RECESSED IN WALL WITH BLANK

COVER.

A

D

3D

K

K3

K4

P

T

OS/VS

TC

E,G

LP1-35

C

D/T

D/T

IG

GFI

UC

CT

WP

USB

TL

S1

DS1

J

4X J

S J

M J

HD

J

T T1

P1

P1

T

TV

D

D/T

S

SINGLE LINE DIAGRAM LEGEND

SYMBOL DESCRIPTION COMMENTS

LINE VOLTAGE THERMOSTAT, 120V, 10A.

CIRCUIT BREAKER WITH TRIP AND POLES AS NOTED; 100 AMP FRAME, 100 AMP TRIP.

TRANSFER SWITCH 'TS1'; SEE TRANSFER SWITCH SCHEDULE.

DISTRIBUTION PANEL P1 WITH 30A, 2 POLE M.C.B.; SEE DISTRIBUTION PANEL SCHEDULE.

UNFUSED DISCONNECT SWITCH DS1, 100 AMP; SEE DISCONNECT SWITCH SCHEDULE.

FUSED DISCONNECT SWITCH 'DSI', FUSED AT 100 AMP SIZE, 100 AMP FUSED, 3 POLES; SEE

DISCONNECT SWITCH SCHEDULE.

GENERATOR SET 'G'

ELECTRIC METER AND METER PAN AS PER PSEG REQUIREMENTS.

MOTOR, NUMBER INDICATES HORSEPOWER.

CURRENT TRANSFORMERS.

VOLTAGE TRANSFORMERS.

UNINTERRUPTIBLE POWER SUPPLY

TRANSFORMER 'T2' WITH SIZE, PRIMARY AND SECONDARY VOLTAGES AS NOTED.

RACK OUT CIRCUIT BREAKER

REDUCED VOLTAGE SOLID STATE RAMPING MODULE, SIZED FOR 10 H.P.

REDUCED VOLTAGE SOLID STATE STARTER, SIZED FOR 150 H.P.

VARIABLE FREQUENCY DRIVE, RATED FOR 25 H.P.

FULL VOLTAGE NON-REVERSING STARTER, NEMA SIZE 6

FULL VOLTAGE REVERSING STARTER, NEMA SIZE 5

FAST ACTING SOLID STATE FUSES AS PER MANUFACTURER.

MULTIPLE BRANCH CIRCUITS AS REQUIRED.

CONTROL CIRCUIT; MIN 2 #12 AWG IN 3 4" E.C.

T

100AF

100AT

ATS1

PANEL

"P1"

M.C.B 30A/2P

100AS

DS1

100AS

100AF

G

M

5HP

CTS

PTS

UPSUPS

120/208V

277/480

T2

100AF_______

100AT

RVRM

RVSS

VFD

FVNR

_+_ FVR

JJS

SYMBOLS LEGEND

ROOM DESIGNATION

BUILDING SECTION CUT

WALL SECTION CUT

DETAIL KEY

ELEVATION KEY

COLUMN GRID

ELEVATION LINE

DRAWING TITLE

INTERIOR ELEVATION REFERENCE

SEE NOTE #

ON DWG #

A2.2

A2.2

A2.2

A2.2

H

SCALE:

Title1

5 13 A2.2

LIST OF DRAWINGS

E 001.00 ELECTRICAL LEGENDS

ES 100.00 ELECTRICAL SITE PLAN

E 500.00 ELECTRICAL DETAILS

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,

ALTERATION OF THIS DOCUMENT EXCEPT BY LICENSE PROFESSIONAL IS ILLEGAL"

EXP. DATECHARLIE J. STARKE, P.E.

NY <LICENSE /REGISTRATION> Lic. No. <093837>

W

W Scale Office

EE

EC

E

E

E E

Heat hco te B ypa ss

W W

W W

W

W W

W

W

W

W

W

W

W

W

W

W

W

S

S

G

G

G

G

G

G

One Story Masonry Building

Two Story Brick Building

Scale Office

X

X

X

X

X

X

E

E

E

E

E

E E

E

E

E

E

E E

E

E

E

E

HH

HH

EC

EC

EC

EC

EC

EC

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

ELECTRICAL

SITE PLAN

X:

\S

CR

S

(V il o f S ca rsd ale

)\S

CR

S2

5 ( Re pla ce

T ru ck S ca le)

\02 -B

IM

-C

AD

D\

Co n-

Do cs

\15 E lec tric

\E S

0 -

E lec tric al

Si te

Pl an

.dw g L as t M od ifie d:

Ma y 2 3, 2:2

2p m

Pl ott ed on

: M ay

, 2

4 -

2:

pm B y I Hu ss ain

ALL CONTRACTS

ISSUED FOR BID05-23-240

architects engineers

Scarsdale Sanitation 110 Secor Road

Scarsdale, NY 10583

Village of Scarsdale

SCRS2405 MAY 2024 AS SHOWN

Sanitation Yard Vehicle Scale Replacement Project

VM CONTRACT #1314

DATE:

MARK DATE DESCRIPTION

CLIENT

CONSULTANTS:

SHEET TITLE

STATUS

DESIGNED BY: DRAWN BY:

Q

PROJECT No.:

CHECKED BY: REVIEWED BY:

SCALE:

DRAWN BY:

Q

DATE:

CHECKED BY: REVIEWED BY:

SCALE:

CONTRACT

FINAL BID DOCUMENT

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No. 0018178

DRAWING No.DRAWING No.

ELECTRICAL SITE PLAN KEY NOTES:

1. EXISTING PANELBOARD SHALL BE REMOVED AND REPLACED WITH NEW. ALL EXISTING WIRING

AND CONDUIT SHALL REMAIN AND SHALL BE EXTENDED AS REQUIRED TO TERMINATE AT NEW

PANEL. TRACE AND LABEL EACH EXISTING CIRCUIT PRIOR TO REMOVAL OF EXISTING PANEL.

CONTRACTOR SHALL RE-FEED ALL EXISTING LOADS VIA EXISTING WIRING THAT ARE TO

REMAIN FROM NEW PANELBOARD INDICATED. CONFIRM EXACT CIRCUIT BREAKER RATING

AND SIZE IN FIELD FOR EXISTING LOADS. CONTRACTOR SHALL TRACE AND FIELD VERIFY

EXACT LOADS BEING FED FROM INDIVIDUAL CIRCUIT BREAKERS. PROVIDE TYPE WRITTEN

PANEL SCHEDULE INDICATING ALL NEW AND EXISTING LOADS WITH APPROPRIATE NAMES.

COORDINATE POWER OUTAGE DURATION WITH OWNER PRIOR TO BEGINNING WORK.

2. CONTRACTOR SHALL PENETRATE ALL CONDUITS INTO EXISTING BUILDING AT 3'-0" AFG. CORE

DRILL AS REQUIRED. SEAL ALL CONDUIT PENETRATIONS WITH NON-SHRINK GROUT, PAINTED

TO MATCH EXISTING SURROUNDINGS.

3. CONFIRM EXACT INSTALLATION LOCATION IN FIELD WITH OWNER AND ENGINEER.

4. CONTRACTOR SHALL COORDINATE WITH THE DIGITAL SCALE MANUFACTURER FOR

APPROPRIATE SOFTWARE TO BE INSTALLED WITHIN THE EXISTING WORKSTATION.

COORDINATE EXACT WORKSTATION LOCATION IN FIELD.

5. CONTRACTOR SHALL COORDINATE WITH THE CLIENT'S IT PERSONNEL TO SECURELY

INTEGRATE NEW INTERCOM SYSTEM TO THEIR SECURED NETWORK STRUCTURE.

6. CONTRACTOR SHALL PROVIDE AND INSTALL NEW JUNCTION BOX INSIDE OF THE FACILITY TO

ROUTE SPARE CONDUIT TO THE HAND HOLE. CONFIRM EXACT INSTALLATION LOCATION IN

FIELD WITH OWNER AND ENGINEER.

7. CONTRACTOR SHALL PROVIDE AND INSTALL NEW GFCI RECEPTACLE WITHIN WEATHERPROOF

IN USE COVER TO PROVIDE POWER FOR THE EXTERIOR PRINTER.

8. CONTRACTOR SHALL COIL UP TO 10'-0" OF CAT6 CABLE WITHIN THE ELECTRICAL ENCLOSURE

FOR COMMUNICATION WITH THE EXTERIOR PRINTER.

ELECTRICAL SITE PLAN GENERAL NOTES:

G1. CONTRACTOR SHALL INSPECT CONSTRUCTION SITE PRIOR TO SUBMISSION OF BIDS AND

SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS THEREAFTER.

G2. LOCATION OF ALL UNDERGROUND UTILITIES BOTH PUBLIC AND CUSTOMER OWNED, WERE

OBTAINED FROM EITHER MAPS, SURVEYS, DRAWINGS AND RECORDS SUPPLIED BY OTHERS.

THE OWNER AND ENGINEER DO NOT GUARANTEE OR ACCEPT RESPONSIBILITY FOR ANY

DAMAGE TO SUCH FACILITIES DUE TO DISCREPANCIES IN LOCATION AND SIZE SHOWN ON

THE PLANS OR THOSE UTILITIES NOT SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR

OBTAINING A PRIVATE MARKOUT COMPANY FOR DETERMINING THE LOCATION OF ALL

UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. CONTRACTOR SHALL LOCATE ALL

UTILITIES WITHIN PROXIMITY OF CONSTRUCTION LIMITS.

G3. CONTRACTOR SHALL COMPLETELY RESTORE ALL AREAS DISTURBED DURING

CONSTRUCTION, INCLUDING BUT NOT LIMITED TO GRASS AREAS, LANDSCAPING,

PAVEMENTS, SIDEWALKS, CURBING AND IN-GROUND SPRINKLER SYSTEMS.

G4. THE CONTRACTOR SHALL PERFORM DAILY CLEAN-UP OPERATIONS WHICH INCLUDE

REMOVAL OF DEBRIS AND EXCESS CONSTRUCTION MATERIAL TO THE SATISFACTION OF THE

OWNER AND THE ENGINEER.

G5. DURING ALL NON-WORKING HOURS, THE CONTRACTOR WILL BE REQUIRED TO STORE ALL

EQUIPMENT AND MATERIALS WITHIN THE AREA DESIGNATED BY THE ENGINEER AT THE

PROJECT SITE.

G6. PROVIDE TEMPORARY FENCING TO PROTECT WORK AREAS.

G7. REFER TO SHEET E 500 FOR ALL FEEDER AND CONDUIT SCHEDULE.

1-800-272-4480811

Dig New YorkSafely.

before you dig www.digsafelynewyork.com

Call811

HH

T

UTILITY POWER/TELEPHONE POLE

LEGEND

DESCRIPTION

UD UD

SYMBOL

ELECTRIC PULL BOX

HANDHOLE

TRANSFORMER

EXISTING NATURAL GAS SERVICE

EXISTING SEWER SERVICE

EXISTING WATER SERVICE

EXISTING TELEPHONE SERVICE

NEW SITE LIGHTING LINES

EXISTING PRIMARY ELECTRIC SERVICE

EXISTING OVERHEAD LINES

NEW ELECTRICAL LINE

NEW OVERHEAD ELECTRICAL LINE

NEW ELECTRIC CONDUIT LINE

NEW UNDERGROUND DUCKTBANK

S S

NEW OVERHEAD TELEPHONE SERVICE

NEW TELEPHONE SERVICE

NEW UNDERGROUND TELEPHONE SERVICE

EXISTING CABLE LINE

NEW CABLE LINE

NEW FIBER OPTIC LINE

NEW CLOSE CIRCUIT TV LINE

NEW PRIMARY ELECTRIC SERVICE

NEW OVERHEAD PRIMARY ELECTRIC SERVICE

EC EC

OH/E OH/E

E E

O/H O/H

OH/P OH/P

PE PE

PE PE

SL SL

CCTV CCTV

FO FO

W W

T T

OH/T OH/T

T T

UT UT

C C

C C

NG NG

LIGHT POLE W/FIXTURE

CJS/FI FI

ES 100.00

ELECTRICAL DEMOLITION GENERAL NOTES:

DG1. REMOVE AND DISPOSE OF INCLUDES REMOVAL OF ITEM IDENTIFIED INCLUDING ALL

CONDUITS, WIRES, AND CABLES, BACK TO SOURCE UNLESS OTHERWISE NOTED. REVISE ANY

LABEL AT SOURCE AS SPARE AS APPLICABLE.

DG2. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN CIRCUIT CONTINUITY FOR ALL EXISTING

DEVICES ON A CIRCUIT WHEN THE DRAWINGS CALL FOR REMOVAL AND/OR DISPOSAL OF A

DEVICE ON THAT CIRCUIT.

DG3. ALL CONDUITS SPECIFIED TO BE REMOVED SHALL BE CUT FLUSH WITH THE SURFACE AND

SURFACE SHALL BE PATCHED UNLESS OTHERWISE NOTED. SURFACE SHALL BE PRIMED AND

PAINTED TO MATCH EXISTING.

DG4. CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL ITEMS REMOVED EXCEPT

WHERE NOTED TO RETURN TO THE OWNER. THE OWNER RESERVES THE RIGHT TO REMOVE

AND KEEP ANY EQUIPMENT PRIOR TO DEMOLITION.

DG5. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING WIRING AND CONDUIT

ASSOCIATED WITH THE EXISTING TRUCK SCALE BACK TO SOURCE TO ALLOW FOR SAFE

REMOVAL OF THE EQUIPMENT.

APPROXIMATE LOCATION OF

EXISTING PANELBOARD 'P1' TO

BE REMOVED AND REPLACED

WITH NEW (NOTE 1)

E 500

NOTE 2, TYP

SCALE:

Enlarged View of Scale Office2 1"=5'

ENLARGED VIEW OF

SCALE OFFICE

ES 100

APPROXIMATE LOCATION OF DIGITAL

WEIGHT INDICATOR (NOTES 3, 4)

P1-9

P1-11

P1-13

DEDICATED RECEPTACLE FOR

ZERO SURGE NEUTRALIZER

(NOTE 3)

DEDICATED RECEPTACLE FOR

DIGITAL WEIGHT INDICATOR

(NOTE 3)

DEDICATED RECEPTACLE

FOR UPS (NOTE 3)

HYTRONIC TOTALIZER

MOTORIZED GATE

OPERATOR NO. 1

INTERCOM NO. 1

A

B

C

F

INTERCOM NO. 2

PHOTOEYE SENSOR, TYP OF 2

G , TYP OF 2

F

E

E

INTERCOM SYSTEM IN NEMA 1

ENCLOSURE (NOTES 3, 5)

P1-15

SEQUENCE OF OPERATIONS:

BELOW IS THE INTENDED OPERATION OF THE NEW TRUCK SCALE SYSTEM.

CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL

MATERIAL, ACCESSORIES, CONFIGURATION AND PROGRAMMING REQUIRED

TO ESTABLISH THE SEQUENCE OF OPERATIONS DETAILED BELOW.

COORDINATE WITH SYSTEM MANUFACTURER'S AS REQUIRED.

TRUCK ENTERING FACILITY:

· VEHICLE ENTERS THE SCALE AND VEHICLE OPERATOR USES INTERCOM NO.

1 TO CALL SCALE OFFICE

· VEHICLE IS WEIGHED AND SCALE OFFICE OPERATOR OPENS GATE

· VEHICLE EXITS THE SCALE AND GATE CLOSES AUTOMATICALLY ONCE

ABSENCE OF TRUCK IS CONFIRMED BY INFRARED SENSOR

TRUCK EXITING FACILITY:

· VEHICLE OPERATOR USES INTERCOM NO. 2 TO CALL SCALE OFFICE AT THE

EXIT TO THE SCALE

· SCALE OFFICE OPERATOR OPENS GATE

· VEHICLE ENTERS THE SCALE AND GATE CLOSES AUTOMATICALLY ONCE

ABSENCE OF TRUCK IS CONFIRMED BY INFRARED SENSOR

· VEHICLE OPERATOR USES INTERCOM NO. 1 TO CONTACT SCALE OFFICE

AND VEHICLE IS WEIGHED

· VEHICLE OPERATOR TAKES REMOTE PRINTED SCALE TICKET FROM REMOTE

PRINTER AT INTERCOM NO. 1 LOCATION AND EXITS THE SCALE

ELECTRICAL ENCLOSURE

BOX (NOTES 7, 8)

B

TO EXISTING

WORKSTATION

D

APPROXIMATE LOCATION OF

JUNCTION BOX (NOTES 3, 6)

(NOTE 6)

APPROXIMATE LOCATION OF

JUNCTION BOX (NOTES 3, 6)

(NOTE 6)

APPROXIMATE LOCATION OF

EXISTING WORKSTATION

(NOTES 3, 4)

TO INTERCOM SYSTEM

APPROXIMATE LOCATION OF

VIDEO MASTER STATION

(NOTES 3, 5)

E

GRAPHIC SCALE

( IN FEET )

1 inch = ft.

10 2020

GRAPHIC SCALE

( IN FEET )

1 inch = ft.

2.5 5

SCALE:

Electrical Site Plan1 1"=20'

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,

ALTERATION OF THIS DOCUMENT EXCEPT BY LICENSE PROFESSIONAL IS ILLEGAL"

CR

S

(V il o f S ca rsd ale

)\S

CR

S2

5 ( Re pla ce

T ru ck S ca le)

\02 -B

IM

-C

AD

D\

Co n-

Do cs

\15 E lec tric

\E

0 - E lec tric al De tai ls.

dw g L as t M od ifie d:

Ma y 2 3, 2:4

6p m

Pl ott ed on

: M ay

, 2

4 -

2:

pm B y I Hu ss ain

ALL CONTRACTS

ISSUED FOR BID05-23-240

architects engineers

Scarsdale Sanitation 110 Secor Road

Scarsdale, NY 10583

Village of Scarsdale

SCRS2405 MAY 2024 AS SHOWN

Sanitation Yard Vehicle Scale Replacement Project

VM CONTRACT #1314

DATE:

MARK DATE DESCRIPTION

CLIENT

CONSULTANTS:

SHEET TITLE

STATUS

DESIGNED BY: DRAWN BY:

Q

PROJECT No.:

CHECKED BY: REVIEWED BY:

SCALE:

DRAWN BY:

Q

DATE:

CHECKED BY: REVIEWED BY:

SCALE:

CONTRACT

FINAL BID DOCUMENT

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No. 0018178

DRAWING No.DRAWING No.

E 500.00

ELECTRICAL DETAILS

CJS/FI IH

CO

RI

NG

D

IA

VA

RI

ES

NON-SHRINK NONMETALLIC GROUT

WALL THICKNESS

(VARIES)

PIPE OR CONDUIT

(SIZE VARIES)

CORE DRILL

C

BLOCK WALL (NOTE 1)

L

SCALE:

Typical Penetration Through Block Wall1 NTS

Phase

Options Mains Rating

Panel Wiring Schedule (3-Phase)

Panelboard

Panel Type Manufacturer

NEMA Type Enclosure

Voltage Mains Mounting

P1

SIEMENS

P1

SURFACE

MLO

120/208V 42,000

Note

Wire3 125A

AIC Rating

NOTE 1

A B

CLOAD DESCRIPTION BREAKER

OPTION

TRIP

AMPS

AND

POLES

CONNECTED LOAD

VOLT AMPERES

ØA ØB ØC CI

RC

. N o.

CI

RC

. N o.

ØCØBØA

VOLT AMPERES

CONNECTED LOAD TRIP

AMPS

AND

POLES

BREAKER

OPTION LOAD DESCRIPTION

EXISTING LOAD

20A/1PEXISTING LOAD

EXISTING LOAD

EXISTING LOAD

SURGE NEUTRALIZER RECEP

UPS RECEPTACLE

DIGITAL WEIGHT INDICATOR RECEP

INTERCOM SYSTEM

EXISTING LOAD

EXISTING LOAD

SPARE

SPARE

SPARE

SPARE

SPARE

20A/1P 20A/1P 15A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P

20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 30A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P

EXISTING LOAD

EXISTING LOAD

MOTORIZED GATE OPERATOR NO. 1

EXTERIOR PRINTER RECEPTACLE

EXISTING LOAD

EXISTING LOAD

EXISTING LOAD

EXISTING LOAD

EXISTING LOAD

SPARE

SPARE

(All Phases to be balanced to within 7% using Actual Load Totals.)

ØC

ØB

Total

Connected Totals: ØA KVA-

Amperes-

KVA

KVA

KVA

LO - Handle lock-off device

GFCI - Ground Fault Circuit Interrupter HACR - Heating, A/C & Refrigeration

SF - Subfeed PA - Handle Padlock Attachment

TC - Time Clock Control

AUX - Auxiliary Contacts

ST - Shunt Trip Type

Breaker Options:

AFCI - Arc Fault Circuit Interrupter AS - Powerlink AS Breaker

CTL - Circuit Total Limitation

EXISTING LOAD

EXISTING LOAD

EXISTING LOAD

EXISTING LOAD

NOTES:

1. EXISTING PANELBOARD SHALL BE REMOVED AND REPLACED WITH NEW. ALL

EXISTING WIRING AND CONDUIT SHALL REMAIN AND SHALL BE EXTENDED AS

REQUIRED TO RETERMINATE AT NEW PANEL . CONTRACTOR SHALL RE-FEED

ALL EXISTING LOADS VIA EXISTING WIRING THAT ARE TO REMAIN FROM NEW

PANELBOARD INDICATED. CONFIRM EXACT CIRCUIT BREAKER RATING AND

SIZE IN FIELD FOR EXISTING LOADS. CONTRACTOR SHALL TRACE AND FIELD

VERIFY EXACT LOADS BEING FED FROM INDIVIDUAL CIRCUIT BREAKERS.

PROVIDE TYPE WRITTEN PANEL SCHEDULE INDICATING ALL NEW AND

EXISTING LOADS WITH APPROPRIATE NAMES.

2. COORDINATE EXACT CABLE TYPE, LENGTH, AND TERMINATION METHOD WITH

ASSOCIATED EQUIPMENT MANUFACTURER.

SCALE:

Digital Weight Indicator Wiring Diagram2 NTS

SCALE OFFICE

FEEDER SCHEDULE

FEEDER CONDUCTOR AND CONDUITS FEEDER SCHEDULE

A A-28311 MANUFACTURER'S 6-CONDUCTOR CABLE IN 3/4" E.C. +

MANUFACTURER'S RECOMMENDED CABLE IN 1" E.C. (NOTE 2)

B 2 #10 AWG + #10 AWG GND IN 3/4" E.C.

C

4 #12 AWG IN 3/4" E.C. + MANUFACTURER'S RECOMMENDED CABLE IN 3/4" E.C.

(NOTE 2)

D RS-232 DATA CABLE

E CAT6 CABLE IN 3/4" E.C.

F (1) 1" SPARE E.C. W/ DRAG LINE

G 4 #12 AWG IN 3/4" E.C.

A

D

EXISTING

WORKSTATION

INTERCOM SYSTEM NEMA 1 ENCLOSURE

ES 100

EXISTING LOCAL

NETWORK

E

MOTORIZED GATE

OPERATOR NO. 1

CE

MULTI-PURPOSE I/O ADAPTOR

POE SWITCH

VIDEO

MASTER

STATION

E

INTERCOM NO. 2INTERCOM NO. 1

ES 100

ELECTRICAL

ENCLOSURE BOX

PRINTER

P1-11 P1-13P1-9

P1-14 P1-16

NOTE:

1. CONTRACTOR SHALL RESTORE AREA

SURROUNDING NEW PENETRATIONS TO

MATCH EXISTING EXTERIOR WALL

FINISH.

P1-15

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,

ALTERATION OF THIS DOCUMENT EXCEPT BY LICENSE PROFESSIONAL IS ILLEGAL"