Attachment 0002 - Foundations.pdf

National Ocean Service Center for Operational

Oceanographic Products and Services

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CS-01

DRAWING INDEX

SHEET DWG NO TITLE

01 CS-01 COVER SHEET

02 G-01 PROJECT LOCATION

03 G-02 GENERAL ARRANGEMENT

04 G-03 OVERALL FOUNDATION PLAN

05 S-01 FOUNDATION DETAIL - PLAN

06 S-02 FOUNDATION SECTION A-A

07 S-03 FOUNDATION SECTION B-B

08 S-04 FOUNDATION SECTION C-C

09 S-05 FOUNDATION SECTION D-D

10 S-06 ANCHOR ROD LAYOUT

11 S-07 ANCHOR TEMPLATE - 1

12 S-08 BOLLARD FOOTING

8311030 OGDENSBURG NY

FOUNDATIONS

Oceanographic Products and Services

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G-01

Oceanographic Products and Services

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G-02

FENDER

EXISTING MWWL

AND ASSEMBLY

FENCE

BOLLARD

cGNSS

CONCRETE

CURB

20'-8"

PIPE FLANGE

W/ MOUNTING

BOLT HOLES

6' TPY

STAINLESS

STEEL FRAME

2'-8"

7'-2"

1'-6"

1'-6"

4'

4'

6'

2'-5"

CONCRETE

FOUNDATION

RETRIEVABLE DUAL

BUBBLER SENSOR

5'

6'-9"

EXISTING CONCRETE PAD

DESIGN DESCRIPTION:

1. ALL DIMENSIONS ARE FEET

AND INCHES.

2. THE 6'X8'X7'-6" FIBERGLASS

SHELTER WILL MOUNT ON

ELEVATED STEEL FRAME.

Oceanographic Products and Services

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G-03 cGNSS BASE

ROHN

TOWER

OVERALL FOUNDATION PLAN

GENERAL NOTES:

1. CONCRETE SHALL HAVE A MINIMUM OF 3500 PSI AT AGE

OF 28 DAYS. ALL REINFORCING STEEL ASTM A 615

GRADE 60.

2. PROVIDE 12" EXPANSION JOINT ( FLEXIBLE JOINT FILLER

AND SEALANT ON THE TOP) BETWEEN NEW

FOUNDATION AND THE EXISTING CONCRETE CURB.

3. EXCAVATION SHALL BE CAREFUL NOT TO DISTURB

UNDERGROUND SHEET PILE WALL TIE BACK, CABLES,

CONDUITS, UTILITY LINES, ETC. IF ENCOUNTERED,

PROVIDE AN OPENING ON WALL FOUNDATIONS WITH

NON-EXPANDABLE SLEEVES FOR IT. IF AN OPENING ON

WALL FOUNDATION REQUIRES 4"Ø OR LARGER, DESIGN

ENGINEER SHOULD BE NOTIFIED.

4. CONTRACTOR SHALL REPLACE REMOVED EXISTING

ASPHALT PAVEMENT DURING EXCAVATION WITH NEW

ASPHALT PAVEMENT AFTER FOUNDATION WAS DONE.

5. PROVIDE A 10 MIL VAPOR BARRIER DIRECTLY BELOW

CONCRETE SLAB.

6. FILL VOID BETWEEN SHEET PILE AND FOUNDATION

WITH GRAVEL MATERIALS.

7. PROVIDE 6 INCHES CLEAN GRANULAR FILL

UNDERNEATH CONCRETE FOUNDATION AND COMPACT

TO 95% OF ASTM D 1557.

8. CAST-IN-PLACE CONCRETE:

8.1. ALL CONCRETE WORK SHALL CONFORM TO ALL

REQUIREMENTS OF CURRENT ACI 301,

"SPECIFICATION FOR STRUCTURAL CONCRETE FOR

BUILDING

8.2. ALL CONCRETE SHALL BE NORMAL WEIGHT, WITH

AGGREGATES CONFIRM TO ASTM C33, PORTLAND

CEMENT CONFIRM TO ASTM C150 TYPE 1, AND AIR

ENTRAIN CONFIRM TO ASTM C260.

8.3. MAXIMUM SLUMP SHALL 4.5"±1.0", AS DETERMINED

IN ACCORDANCE WITH ASTM C143.

4'

11'-2"

1'-6"

4'-9"

5'-8"

9"

2'

2'

2'

6'-9"1 2"

1'-6"

1'-6"

9"

1'

FRAME COLUMN

AND BASE PLATE

4'-6"3"

CENTER OF

COLUMN, TYP

2'

2" EXPANSION

JOINT

EXISTING

STEEL

CHANNEL

EXISTING

CONCRETE

CURB

6'

6'

6' TO A BOLLARD

BOLLARD FOOTING

SEE S-08 FOR

DETAIL, (5)-TOTAL

PAVEMENT

5'

Oceanographic Products and Services

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S-01

FOUNDATION DETAIL - PLAN

EXISTING SHEET

PILE CAP

PRESET

ANCHOR FOR

cGNSS , SEE

SHEET S-07

FOR DETAILS

EPOXY ANCHOR FOR

STEEL COLUMN,

TYPICAL, (16) PLACES.

A A

C

C

D

SLAB REINF.

SEE SECTION

B-B FOR DETAIL

WALL REINF. SEE

SECTION A-A

FOR DETAIL

B B

4' 2'-9"

6'-9"

4'

1'-6"

7'-2"

WALL REINF. SEE

SECTION A-A

FOR DETAIL

WALL REINF. SEE

SECTION C-C

FOR DETAIL

SLAB REINF. SEE

SECTION A-A

FOR DETAIL

NOTES:

1. ALL DIMENSIONS ARE IN FEET

AND INCHES.

2. ALL REINFORCEMENT SHALL HAVE

3" MINIMUM COVER UNLESS

OTHERWISE NOTED.

3. WALL AND SLAB REBAR SHALL BE

ARRANGED TO BE AS EQUAL

SPACE AS POSSIBLE AFTER ALL

EMBEDMENT IN PLACE. ALSO,

REBAR ARRANGEMENT SHALL BE

IN A SUCH WAY NOT INTERFERE

WITH EPOXY COLUMN ANCHOR,

REFER TO SHEET S-O6 FOR THE

EPOXY ANCHOR LOCATIONS.

4. COORDINATE WITH CO-OPS FOR

ROHN TOWER EMBEDMENT

BEFORE CONCRETE POUR.

PRESET ROHN

TOWER

EMBEDMENT

D

2" EXPANSION

JOINT

1'-6"

COLUMN

CENTER

LINE, TYP

Oceanographic Products and Services

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S-02

SECTIONS A -A

EXISTING

SHEET PILE

7 #5 EACH WAY

TWO LAYERS

(10)#6

1'-6" 3'-9" 1'-6"

(7)#6

(5)#4

6" GRAVEL MATERIAL

(5)#4

EXISTING

CONCRETE CAP

(5)#4

(5)#4

NON-FROST

SUSCEPTIBLE

MATERIAL FILL

4'-6"

6"

(8)#6

(8)#6

2" CLR

NOTES:

1. ALL DIMENSIONS ARE IN FEET

AND INCHES.

2. ALL REINFORCEMENT SHALL

HAVE 3" MINIMUM COVER

UNLESS OTHERWISE NOTED.

9"

9"

3'-10"

3" CLR

9"

9"

3'-8"

9"

9"

3'-10"

9"

9"

3'-8" +(3) #6

3" CLR

1'

9"

9"

3'-10"FILL VOID BETWEEN

SHEET PILE WITH

GRAVE MATERIAL

TOP OF FOUNDATION

AND EXISTING PAVEMENT

2"

3" CLR

Oceanographic Products and Services

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S-03

07SECTIONS B-B

6" GRAVEL MATERIAL

(5)#6

(5)#6

NOTES:

1. ALL DIMENSIONS ARE IN FEET

AND INCHES.

2. ALL REINFORCEMENT SHALL

HAVE 3" MINIMUM COVER

UNLESS OTHERWISE NOTED.

3. ROHN TOWER EMBEDMENT WILL

BE GFE (GOVERNMENT FURNISH

EQUIPMENT). CONTRACTOR

COORDINATE WITH CO-OPS

BEFORE CONCRETE POUR.

(5)#6(5)#6

4'-6"

PAVEMENT

4'

EXISTING CONCRETE CURB

FILL VOID BETWEEN

SHEET PILE WITH

GRAVE MATERIAL

2"

ROHN TOWER

EMBEDMENT

3" CLR

3" CLR, TYP

3" CLR

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SECTIONS C-C

NON-FROST

SUSCEPTIBLE

MATERIAL FILL

6" GRAVEL MATERIAL

(5)#4

4'-6"

6"

(8)#6

REINF. SEE

SECTION A-A

(5)#4

(8)#6 (5)#4

(5)#4

REINF. SEE

SECTION B-B

(10)#6

9"

9"

3'-10"

9"

9"

3'-10"

9"

9"

3'-8"

1'-3" EMBED

(7)#6

9"

9"

3'-8" + (3)#6

9"

9"

3'-10"

1'-6" 4'

PRESET

ANCHOR ROD

FOR cGNSS

NOTES:

1. ALL DIMENSIONS ARE IN FEET

AND INCHES.

2. ALL REINFORCEMENT SHALL

HAVE 3" MINIMUM COVER

UNLESS OTHERWISE NOTED.

3. WALL AND SLAB REBAR IS

ARRANGED AS EQUAL SPACE AS

POSSIBLE AFTER ALL

EMBEDMENT IN PLACE.

TOP OF FOUNDATION

AND EXISTING PAVEMENT

5'-8"

11'-2"

3" CLR

3" CLR

2" CLR 3" CLR

3" CLR, TYP

Oceanographic Products and Services

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S-05

SECTIONS D-D

6" GRAVEL MATERIAL

NOTES:

1. ALL DIMENSIONS ARE IN FEET

AND INCHES.

2. ALL REINFORCEMENT SHALL HAVE

3" MINIMUM COVER UNLESS

OTHERWISE NOTED.

(5)#4

4'-6"

6"

(9)#6

9"

9"

3'-10"

3" CLR

(5)#4

(9)#6

9"

9"

3'-10"

ANCHOR

EXISTING PAVEMENT

1'-6"

3" CLR

Oceanographic Products and Services

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ANCHOR ROD LAYOUT

EXISTING CHANNEL

EXISTING

CONCRETE

CURB

4'-6"

COLUMN

CENTER LINE

COLUMN

CENTER LINE

NEW CONCRETE

FOUNDATIONANCHOR ROD

TEMPLATE - 1,

SEE SHEET S-07

FOR DETAILS

CENTER OF ROHN TOWER

3"

9"

1'

2'

9"

5'-8"

9"

2"

2"

2"

2"

2" EXPANSION JOINT

2"

2"

2" 31

2"

METAL FRAME COLUMN

ANCHOR, (16)-PLACES

CENTER OF

COLUMN, TYP

NOTES:

1. ALL DIMENSIONS ARE IN FEET AND INCHES.

2. REFER TO METAL FRAME DRAWINGS FOR

BASE PLATE AND COLUMN.

3. COLUMN ANCHOR LOCATION IS INDICATED

FOR CONCRETE WALL AND SLAB REBAR

LAYOUT, SEE NOTE #3 ON SHEET S-01.

4. ANCHOR RODS WILL BE GOVERNMENT

FURNISHED EQUIPMENT (GFE).

2'

2'

Oceanographic Products and Services

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S-07

NOTES:

1. ALL DIMENSIONS ARE IN FEET AND

INCHES.

2. ANCHOR ROD SHALL BE 5 8"ØX1'- 1"

LONG, ASTM A193, GRADE B8M.

3. REFER TO METAL FRAME DRAWINGS

FOR STEEL COLUMN AND BASE

PLATE.

4. ANCHOR RODS AND TEMPLATE WILL

BE GOVERNMENT FURNISHED

EQUIPMENT(GFE).

TEMPLATE - 1

CENTER OF

cGNSS COLUMN

TOP OF CONCRETE

9" EMBEDMENT

4" REMOVABLE TEMPLATE5

8"Ø ANCHOR

THREADED

BOTH ENDS

16"X2" WIDE STAINLESS

STEEL PLATE, SEE

MK-1 FOR DETAIL

TOP VIEW

FRONT VIEW

Ø71 2"

(8) - 5 8"Ø ANCHOR

ON 7 12"Ø CIRCLE,

EQUAL SPACE.

Ø9"

2"

Ø9"

Ø6"

(8)-3 4"Ø HOLES ON

7 12"Ø CIRCLE,

EQUAL SPACE.

Ø71 2"

MK-1

Oceanographic Products and Services

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S-08

NOTES:

1. ALL DIMENSIONS ARE IN FEET

AND INCHES.

2. A TOTAL OF 5 BOLLARD FOOTING.

A A

SECTION A-A

Ø18.00

(5) #3 @EQUAL

SPACE

(8)#5X3'-6"

LONG VERTICAL

2.00 GROUT

FRONT VIEW

3.00 CLR

TYPICAL

TOP OF

PAVEMENT

4'

3'-6"

1'-6"

2" 31

2"

2"

2"

TOP VIEW

(4)-5/8" Ø ANCHORS

WITH 9" EMBEDMENT

BOLLARD BASE

9"

9"