Updated SOW Concrete Pad Install.pdf

SCHEDULE

CLIN Description Quantity Unit Unit Price Total Price 0001 Build/Install concrete pad to support the necessary structural and electronic components for the new NWLON Tide Station in Kiptopeke, VA in accordance with the "Statement of Work”

Period of Performance:

Date of Award through thirty (30) days

1 EA $ $

STATEMENT OF WORK

NATIONAL OCEAN SERVICE

BUILD/FINISH CONCRETE PAD

Date of Award through thirty (30) days

1 Task 1 – Concrete Pad Install

Under this scope of work, a concrete pad will be installed within the Kiptopeke State Park on the south end of the Kiptopeke Fishing Pier (See Figure 1). This concrete pad will be the future long-term location of NOAA’s Kiptopeke, VA Tidal/Meteorological Station. The exact location for the concrete pad installation will be marked by NOAA field personnel prior to the start. Access to the facility must be coordinated with the Park Rangers in advance of the initial site visit and planned work.

NOAA NOS/CO-OPS Page 1 of 2

NOAA NOS/CO-OPS Page 2 of 2

Figure 1.

The Contractor shall verify all dimensions shown in within the drawing “STATION UPGRADE 8632200 Kiptopeke, VA (SHEET S-01 to S-03).” The contractor shall verify and provide ‘red-lined as-built drawings’ to CO-OPS/FOD after the concrete pad has been installed. The Contractor shall not substitute, modify or alter GFE components in any way without prior authorization from the Government.

2 Government Furnished Equipment

• N/A

3 Contractor Supplied Equipment

• All tools, equipment and consumable materials required

4 Period of Performance

• The contractor shall complete all work herein within 30 calendar days from the date in which the contract is awarded.

5 Government Point of Contact

• Chris Metzger – Lead Physical Scientist, Cell (757) 651-5871, Email: Chris.Metzger@noaa.gov

6 Construction References At a minimum, all materials and construction practices shall conform to the following standards:

1.1. All applicable State and Local building codes

1.2. American Concrete Institute ACI 31/-05 “Building Code Requirements for Structural Concrete and Commentary”

1.3. American National Standards Institute/American Institute of Steel Construction 350-05

“Specification for Structural Steel Buildings”

1.4. American Welding Society:

1.4.1. AWS-D1.1/D1.1M: 2010 “Structural Welding Code – Steel 22nd Edition”

1.4.2. AWS-D1.4/D1.4M: 2005 “Structural Welding Code – Reinforcing Steel – 6th Edition”

1.4.3. AWS-D1.5/D1.5M: 2002 “Bridge Welding Code”

1.4.4. AWS-D1.6/D1.6M: 2007 “Structural Welding Code – Stainless Steel 2nd Edition”

1.5. American Society of Civil Engineers (ASCE):

1.5.1. ASCE 7-10 “Minimum Design Loads for Buildings and Other Structures”

1.5.2. Manuals and Reports on Engineering Practice No. 50 “Planning and Design Guidelines for Small Craft Harbors” 2000 Revised Edition

1.6. The Aluminum Association “Aluminum Design Manual”

mailto:Chris.Metzger@noaa.gov

8632200 KIPTOPEKE UPGRADE.DWG

STATION UPGRADE

8632200 KIPTOPEK, VA

DRAWING INDEX

National Ocean Service Center for Operational

Oceanographic Products and Services

DESIGN BY LG 12/15/2022

DRAWN BY LG

APPROVED BY

REVISION

A

PERCENT COMPLETE

100%

CS-01

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SHEET DWG NO TITLE

01 CS-01 COVER SHEET

02 G-01 PROJECT LOCATION

03 G-02 GENERAL ARRANGEMENT

04 G-03 GENERAL ARRANGEMENT - ELEVATION VIEWS

05 G-04 GENERAL ARRANGEMENT - TRANSITION STATION

06 G-05 INSTALL PLAN

07 G-06 INSTALLATION PLAN - TRANSITION STATION

08 G-07 ITEM LIST

09 S-01 FOUNDATION PLAN

10 S-02 TOP LAYER REBAR LAYOUT

11 S-03 FOUNDATION ELEVATIONS

PROJECT LOCATION EXISTING STATION

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NEW WIND BIRD

TO REPLACE THE

EXISTING ONE

NEW KIOSK WITH ENCLOSURE,

SOLAR PANELS, GOES, ETC.

TO REPLACE THE EXISTING

DUAL MASTER ENCLOSURE

NEW CONCRETE

FOUNDATION

TO REPLACE THE

EXISTING ONE

GENERAL NOTES:

1. TO MEET CO-OPS SURVIVABILITY'S

REQUIREMENTS, THIS PROJECT IS TO INSTALL:

1.1. A KIOSK WITH ELECTRONIC ENCLOSURE,

SOLAR PANELS, GOES;

1.2. A SHAKESPEARE POST WITH TWO WIND

BIRD SENSORS;

1.3. A NEW 9'-0"X6'-6"X15" CONCRETE

FOUNDATION FOR KIOSK AND AND

SHAKESPEARE POST;

1.4. A HYDRO STAND A NEW MWWL SENSOR

AND A DCP, GOES AND TWO SOLAR

PANELS.

2. THE NEW FOUNDATION AND KIOSK WILL BE AT

THE SAME LOCATION AS THE EXISTING

STATION'S.

NEW MWWL SENSOR

ON HYDRO STAND

CT WELL EXISTING AQUATRAK

GENERAL ARRANGEMENT - ISO VIEW

G-02

SHEET 03 OF 11

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MW SENSOR EL = 4.91m

ENCLOSURE EL = 4.60±m

SHAKSPEARE POLE HYDRO STAND

WITH MW SENSOR

NEW KIOSK

TIDE STATION

GOES

T/EXIST BULKHEAD EL = 4.00m

SLOSH CAT 1 @ HIGH TIDE

EL = 3.73m

MAX. OBS. WL EL = 3.26m

MHHW EL = 2.00m

MSL EL = 1.54m

MLLW EL = 1.11m

MIN. OBS. WL EL = 0.33m

CT WELL

EXISTING BUBBLER SENSOR

EXISTING AQUATRAK SIDE ELEVATION

NOTES:

FRONT ELEVATION

1. ALL ELEVATIONS ARE REFER TO

STATION DATUM.

2. ELEVATIONS ARE IN METERS. G-03

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EXISTING AQUATRAK

DCP

SOLAR PANEL

MW SENSOR

GENERAL ARRANGEMENT - TRANSITION STATION G-04

SHEET 05 OF 11

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HYDRO STAND

AND WL SENSOR

(REMAIN)

ANTENNAS

FROM TEMP

STATION

FUTURE 65W 12

SOLAR PANEL

(MINIMUM EMBEDMENT 6") 1

INSTALLATION PLAN

G-05

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23 32

26 22

INSTALLATION PLAN

TRANSITION STATION G-06

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SHEET 08 OF 11

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ITEM LIST

ITEM QTY DESCRIPTION REMARKS

WIND BIRD ASSEMBLY

1 1 HINGE BASE PLATE BUILD TO PRINT- FOR DETAILS SEE DRAWING "SHAKESPEARE

LIGHT POLE HINGED BASE PLATE"

2 16 1/2 WASHER, SS316

3 8 1/2-13UNC NUT, SS316

4 8 1/2-13UNC X 11 LG, ANCHOR ROD HAS-R, SS316 HILTI PART NO:2045005 OR EQUIVALENT, 6" EMBEDMENT, UNLESS OTHERWISE NOTED

5 16 1/2 HEAVY WASHER, 1-1/2 OD X 0.14 THK, SS316 MCMASTER-CARR PART NO: 91525A337

6 1 25' MET MAST SHAKESPEARE PART NO: AH25-02N7

7 1 DOUBLE ANEMOMETER MASTHEAD

8 2 ANEMOMETER

KIOSK ASSEMBLY

9 1 KIOSK ASSEMBLY BUILD TO PRINT- FOR DETAILS SEE DRAWING "NOAA KIOSK

TIDE STATION"

10 28 3/4 WASHER, SS316

11 28 3/4 HEAVY WASHER, 2-1/4 OD X 0.192 THK, SS316 MCMASTER-CARR PART NO: 91525A421

12 14 3/4-10UNC X 16 LG, ANCHOR ROD HAS-R, SS316 HILTI PART NO:2045012 OR EQUIVALENT, MINIMUM OF 9"

EMBEDMENT, UNLESS OTHERWISE NOTED

13 14 3/4-10UNC NUT, SS316

14 18 HYBRID MORTAR, HIT-HY200-R HILTI PART NO:2022793 OR EQUIVALENT

MICROWAVE & SUPPORTING MEMBERS

15 1 HYDRO STAND BUILD TO PRINT - FOR DETAIL SEE DRAWING "HS_24X30"

16 1 30 INCH FIXED ARM BUILD TO PRINT- FOR DETAILS SEE DRAWING "30 INCH FIXED

ARM"

17 1 GEODETIC LEVELING COLLAR ASSEMBLY FOR DETAILS SEE DRAWING "GEODETIC LEVELING COLLAR

FOR MICROWAVE WATER LEVEL SENSOR, REV D"

18 1 MWWL, WATERLOG

19 6 1/2-13UNC X 2-1/4 LG, FULLY THREADED HEX HD SCREW,

SS316

20 12 1/2 WASHER, SS316

21 6 1/2-13UNC NUT, SS316

22 1 24X30 DCP

ITEM LIST

ITEM QTY DESCRIPTION REMARKS

SOLAR PANEL & SUPPORTING MEMBERS

23 2 40W SOLAR PANEL AMERESCO PART NO: BSP40-12

24 2 HARDENED SOLAR PANEL FRAME BUILD TO PRINT- FOR DETAILS SEE DRAWING "HARDENED

SOLAR PANEL FRAME 55, REV B"

25 2 1-1/2 NPS SCH 80, THREADED ONE END ONLY, 6061-T6 AL

26 2 WEATHERHEAD FOR 1-1/2 NPS PIPE

27 4 U-BOLT, 3/8-16UNC THREAD X 2 ID, SS316

28 8 3/8-16UNC NUT, SS316

29 8 3/8 WASHER, SS316

ANTENNA

30 1 GOES ANTENNA

31 1 IP ANTENNA

32 1 GPS ANTENNA

FOUNDATION

33 1 CAST-IN-PLACE CONCRETE FOUNDATION REFER TO FOUNDATION DESIGN

14.25

FUTURE SOLAR PANEL

BASE PLATE

15.00

SHAKESPEARE BASE PLATE

KIOSK COLUMN

CENTER, TYP

KIOSK BASE PLATE

29.25

Center for Operational

78.00 19.50

18.00

14.25 66.00 11.25 SHEET NOTES:

1. ALL DIMENSION ARE IN INCHES,

UNLESS OTHERWISE NOTED.

112.00

FOUNDATION PLAN

S-01

SHEET 09 OF 11

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3.00 CLR 3.00 CLR

3.00 CLR

11.69

12.00

#5 REBAR

SHEET NOTES:

1. ALL DIMENSION ARE IN INCHES,

UNLESS OTHERWISE NOTED.

2. ALL REBAR HAVE A 3" MINIMUM

COVER, UNLESS OTHERWISE NOTED.

3. REFER FOUNDATION SECTION FOR

REBAR DETAILS.

National Ocean Service Center for Operational

#5

REBAR

TYP

78.00

12.50

11.69

3.00 CLR

10.94 10.25

10.25 11.00

11.00 11.00

11.00 11.00

11.00 7.94

S-02

REBAR LAYOUT SHEET 10 OF 11

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3 9.00

1 3

3.31

5.38

2.00±

T/EXISTING

GRADE

21.00

45°

9.00

3.31 45°

9.00

8.00

6.00

GRAVEL

(MAX SIZE 0.75)

GRAVEL

(MAX. SIZE 0.75)

FRONT ELEVATION SIDE ELEVATION

15.00

R1.00

8.00 3 DETAIL

SHEET NOTES:

1. ALL DIMENSION ARE IN INCHES, UNLESS OTHERWISE NOTED.

2. CONCRETE BASE REQUIRES 8 INCHES AGGREGATES.

3. CONCRETE SHALL HAVE A MINIMUM OF 3,500 PSI AT AGE OF 28 DAYS.

4. CONCRETE WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, SAFETY

REGULATION AND UNLESS OTHERWISE NOTED, THE LATEST REVISION OF ACI

318 "BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE".

5. CONCRETE MIX DESIGN REVIEW & APPROVAL REQUIRED.

6. CONCRETE MATERIALS SHALL CONFORMED TO THE APPROPRIATE STATE

REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE.

7. FOUNDATION DESIGN ASSUMES THAT THE SOIL EXISTING CONDITIONS AT THE

SITE ARE ACCEPTABLE.

8. IF A STRUCTURAL BACKFILL IS REQUIRED, IT SHALL BE COMPACTED IN 8 INCH

MAXIMUM LAYERS TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE

CONTENT IN ACCORDANCE WITH ASTM D698

9. ALL REINFORCING STEEL SHALL BE ASTM A 615 GRADE 60. WELDING AND

SPLICE IN REINFORCEMENT ARE NOT ALLOWED.

S-03

SHEET 11 OF 11

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ITEM LIST CONTINUED

ITEM QTY DESCRIPTION REMARKS

1 18 #5x106.00 LONG REBAR ASTM 615, GRADE 60

2 24 #5X72.00 LONG REBAR ASTM 615, GRADE 60

3 28 #3X29.00 LONG REBAR SEE DETAIL

3.24 CY 3500 PSI CAST-IN-PLACE CONCRETE

S-03