Attachment A - Specifications Addendum.pdf

New York Air National Guard Date Issued: 29 May 2020

Repair and Add to Maintenance Hangar, Building 358 Addendum #1

TEMPORARY TRAILERS

1. Contractor to provide temporary trailers as manufactured by Cassone or approved equal. Coordinate required floor plan and amenities with BCE and manufacturer.

Amenities list:

- Bathroom

- Air Conditioning and heating

- Access steps

2. Contractor shall include all cost associated with supply of temporary trailers including the following delivery and installation costs:

- Fuel surcharge

- Tie downs

- Block and leveling

- Vinyl siding

- Utility connections

- Return freight

As well as the following return costs:

- Fuel surcharge

- Tie down removal

- Skirt removal

- Tear down

- Utility disconnections

- Return freight

3. Temporary trailers shall be in place until building construction is fully complete.

4. For site detail, please see the attached Temporary Trailers Plan.

C H

A

IN

LIN

K

FE

N

C E

ASPHALT

C O

N C

ASPHALT

GAZEBO

GRASS

LIGHT

BASE

CONC.

CONC.

PAD

UTILITY

POLE

W V

CONC.

PAD

W V

CONC.

COVER

YELLOW LINE

RED LINE

ASPHALT

WHITE LINE

506507

511 512

521 522

529 530 531

535 536

539 540

POINT TABLE

POINT #

NORTHING

EASTING

POINT TABLE

POINT #

NORTHING

EASTING

S ca le F or M ic ro fil m in g

In ch es M ill im et er s

no. date descriptionby

1 1615141312111098765432 17

M

L

K

J

I

H

G

F

E

D

C

B

A ckd

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

REPAIR & ADD TO HANGAR 358

C O

P Y

R

IG

H T

B U

R N

S

M cD

O N

N E

LL

E

N G

IN

E

E R

IN

G

C O

M P

A N

Y , I

N C

TEMPORARY TRAILERS PLAN

SCALE IN FEET

20'10' 40'

EXISTING FIRE STATION

BLDG 300

MOEN STREET

3780 SF

BUILDING

ADDITION

ENCLOSED STRUCTURE

FOR VEHICLE STORAGE

12' AT / FP

BUILDING

ASPHALT PAVEMENT

CHAIN LINK FENCE

BLDG. 358

BLDG. 235

PEDESTRIAN GATE

LEGEND:

I:\USAIRNG\69623\CAD\CIVIL\69623-C101.DWG 5/14/2014 1:11 PM FPASCERI

9.00'

(TYP.)

.0

0'

(T Y

P

LAWN

LAWN

LAWN

5.

5' SIDEWALK

5' SIDEWALK

CONC. CURB

R=5'

R=15'

R=15'

4" WHITE

STRIPING (TYP)

R=5'

R=5'

2.1'

5.0'

2.

8.

C-500

CONNECT

TO EXIST.

PAVEMENTC-500

CONCRETE CURB

C-500

C-501

C-501

7.57' 14.47' 12.64'

7.

CONNECT GATE

TO EXISTING

FENCE

PEDESTRIAN

GATE

STRUCTURAL STOOP

GENERAL SITE NOTES:

1. BUILDING COORDINATES ARE POINTED TO OR MEASURED AT THE OUTSIDE FACE OF FOUNDATION.

CONTRACTOR SHALL COORDINATE BEARINGS OF BUILDING GRID LINES WITH ARCHITECTURAL AND

STRUCTURAL DRAWINGS.

2. ALL SITE COORDINATES AND DIMENSIONS ARE TO THE FACE OF CURB OR EDGE OF PAVEMENT AND ARE

IN FEET, UNLESS NOTED OTHERWISE.

3. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES, WALKWAYS, AND DOORWAY

LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

4. LOCATION OF STRUCTURAL STOOPS SHALL BE COORDINATED WITH ARCHITECTURAL AND STRUCTURAL

DRAWINGS.

5. SEE STRUCTURAL/MECHANICAL/ELECTRICAL DRAWINGS FOR MISCELLANEOUS SITE EQUIPMENT AND

PADS.

6. ALL PARKING SPACES ARE 9 FEET WIDE AND 18 FEET DEEP EXCEPT FOR ACCESSIBLE PARKING SPACES.

ALL ACCESSIBLE PARKING SPACES ARE 8 FEET WIDE WITH A MINIMUM 5 FEET WIDE ACCESS LANE ADJACENT TO THEM, OR A MINIMUM 8 FEET WIDE ACCESS LANE FOR VAN ACCESSIBLE PARKING SPACES.

AN ACCESSIBLE PARKING SIGN SHALL BE PLACED AT EACH ACCESSIBLE PARKING SPACE.

7. STANDARD PARKING STALLS SHALL BE STRIPED WITH 4 INCH WIDE WHITE STRIPES. ACCESSIBLE STALLS

AND ACCESS AISLES SHALL BE STRIPED WITH 4 INCH WIDE BLUE STRIPES.

8. ACCESSIBLE RAMP MUST COMPLY WITH FEDERAL, DOD AND LOCAL ADA REQUIREMENTS. MAXIMUM

SLOPE SHALL BE 1:12.

9. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE STANDARDS OF THE CURRENT “MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES”.

10.COORDINATE BICYCLE RACK PAD DIMENSIONS WITH THE BICYCLE RACK MANUFACTURER'S

RECOMMENDATIONS OR REQUIREMENTS. FOR BICYCLE RACK INFORMATION SEE SPECIFICATION 055000.

CONCRETE ANCHORAGE FOR BICYCLE RACK SHALL BE PER MANUFACTURER'S INSTALLATION

PROCEDURE.

STRUCTURAL

STOOP (TYP.)

C-501

8' SIDEWALK

BOLLARD

C-501

6.

BOLLARD

(TYP. OF 2)

CONNECT TO EXIST.

PAVEMENT

CONNECT

TO EXIST.

PAVEMENT

10.5'x6' CONCRETE

EQUIPMENT PAD

(SEE NOTE 5}

2' CURB

OPENING

1'

2' LAWN

LAWN

9'

18'

(TYP.)

(T Y

P

C-500

C-500

BICYCLE RACK

AND CONC. PAD

FOR 2 BICYCLES,

SEE NOTE 10

C-503

MECHANICAL EQUIPMENT

CONCRETE PADS.

(SEE GENERAL NOTE 5 )

4'x18.5' PAD 3'x5' PAD

R=5'

TAPERED

CURB END C-500

2'

LAWN

LAWN

LAWN

LAWN

LAWN

LAWN

BOLLARD

(TYP. OF 2)

10'x8' CONCRETE

EQUIPMENT PAD

(SEE NOTE 5}

CONC. CURB

CONC. CURB

EXIST. CURB

CHAIN LINK

FENCE

CONCRETE SIDEWALK

C-500

LAWN

LAWN

12'X60' & 24'x64'

TEMPORARY TRAILERS

(SEE NOTES)

.0

0'

.0

0'

TEMPORARY TRAILERS NOTES :

1. CONTRACTOR TO PROVIDE TEMPORARY TRAILERS AS MANUFACTURED

BY CASSONE OR APPROVED EQUAL. COORDINATE REQUIRED FLOOR PLAN AND

AMENITIES WITH BCE AND MANUFACTURER.

AMENITIES LIST:

BATHROOM

AIRCONDITIONING AND HEATING

ACCESS STEPS

2. CONTRACTOR SHALL INCLUDE ALL COST ASSOCIATED WITH SUPPLY OF

TEMPORARY TRAILERS INCLUDING THE FOLLOWING DELIVERY AND

INSTALLATION COSTS:

FUEL SURCHARGE

TIE DOWNS

BLOCK AND LEVELING

VINYL SIDING

UTILITY CONNECTIONS

RETURN FREIGHT

AS WELL AS THE FOLLOWING RETURN COSTS :

FUEL SURCHARGE

TIE DOWN REMOVAL

SKIRT REMOVAL

TEAR DOWN

UTILITY DISCONNECTIONS

RETURN FREIGHT

3. TEMPORARY TRAILERS SHALL BE IN PLACE UNTIL BUILDING CONSTRUCTION IS

FULLY COMPLETE.

ISSUE FOR PROPOSALLRM DLL0 05/01/14

TAPERED

CURB END C-500

5'x8' SIDEWALK

ADDENDUM #1FP LRM1 05/14/14