Drawings-Revised.pdf

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

NOT TO SCALE

DESIGN FILESHEET NO.

G-001

SHEET TITLE

®of Engineers

US Army Corps

District

New England

G-002

S-201

S-202

S-501

S-401

SOLICITATION #: W912WJ-17-B-0003

COVER SHEET AND INDEX OF DRAWINGS

RHODE ISLAND

4 5

NOT TO SCALE

LOCATION PLAN

NOT TO SCALE

VICINITY MAP

CAPE

COD

N

ATLANTIC

OCEAN

PROJECT LOCATION

CONN.

R.I.

MASSACHUSETTS

HAMPSHIRE

NEW

MAINE

PROV.

HARTFORD

BOSTON

PORTSMOUTH

PORTLAND

CONCORD

AUGUSTA

BANGOR

VT.

PROJECT LOCATION

AERIAL PHOTO

BARRIER

CENTER

G-001

D S

H

A N

S I

D

C

V E

R S

H E

E T

:1

F P -1

G -0

.d g n

FP-17_G-001.dgn

FP-17_G-002.dgn

FP-17_S-201.dgn

FP-17_S-202.dgn

FP-17_S-401.dgn

FP-17_S-501.dgn

A N

D I

N D

E X O

F D

R A

W

IN

G S

S-502 FP-17_S-502.dgn

STRUCTURAL DETAILS 2

S-203 FP-17_S-203.dgn

PUMPING STATION PARTIAL ROOF PLAN

S-204 FP-17_S-204.dgn

INDEX OF DRAWINGS

PUMPING STATION PARTIAL EAST AND WEST ELEVATIONS

STRUCTURAL DETAILS 1

PUMPING STATION PARTIAL SOUTH ELEVATION 1

PUMPING STATION PARTIAL SOUTH ELEVATION 2

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

PROVIDENCE,

CONCRETE AND MISCELLANEOUS REPAIRS

L A

W R

E N

C E C

A R

A B

A J

A L

STATION

PUMPING

SIDE

RIVER

SIDE

BAY

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

S-200

FP-17_C-101.dgn

FP-17_S-200.dgn

C-101 SITE PLAN

FOX POINT HURRICANE BARRIER

CENTER BARRIER ELEVATION AND SECTION

GENERAL NOTES, LEGEND, ABBREVIATIONS AND PICTURES

ELEVATION

J H

K

J A

S O

N P

A O

L

IN

O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

EXISTING CONCRETE

FIELD VERIFY LIMITS

NOT TO SCALE

CONCRETE DETERIORATION

REPRESENTATIVE

AT

CENTERLINE

CENTER TO CENTER

CONSTRUCTION JOINT

CC

CONSTR. JT.

EL.

EXIST.

EXP. JT.

ELEVATION

EXISTING

EXPANSION JOINT

JT. JOINT

NTS

REINFORCEMENTREINF.

REQ'D. REQUIRED

TYPICALTYP.

UNLESS NOTED OTHERWISEUNO

CONCRETE CRACK

ABBREVIATIONSLEGEND

GENERAL NOTES

EXISTING GROUND SURFACE

NOT TO SCALE

G-002

A

SCALE: NTS

G-002

B

SCALE: NTS

G-002

C

SCALE: NTS

F P -1

G -0

.d g n

G-002

D S

H

A B

B R

E V

IA

T

IO

N S A

N D P

IC

T U

R E

S

A N

S I

D

:1

G-002

D

SCALE: NTS

PUMPING STATION TRANSFORMER AREAS

TYPICAL CONCRETE DETERIORATION AT

G E

N E

R A

L N

O T

E S L E

G E

N D

L A

W R

E N

C E C

A R

A B

A J

A L

G-002

E

SCALE: NTS

STATION AND WESTABUTMENT SLOPED BARRIERS

TYPICAL CONCRETE DETERIORATION AT PUMPING

CONCRETE DETERIORATION AT TRASH RACK

CENTER BARRIER OCEAN SIDE

CONCRETE DETERIORATION AT

CAN PROVIDE THE EXACT LOCATION OF THESE ELEMENTS, IF NEEDED.

WEST ABUTMENT AND EAST BARRIER. THE CONTRACTING OFFICERS REPRESENTATIVE

11. SURVEY CONTROL POINTS/BENCHMARKS EXISTS AT LOCATIONS ADJACENT TO THE

ALL EDGES OF VISUALLY INSPECTED DETERIORATED AREAS.

SOUNDS. CONCRETE SURFACES SHALL BE SOUNDED A MINIMUM OF ONE FOOT BEYOND

TAPPING WITH A HAMMER OR STEEL ROD AND LISTENING FOR DULL OR HOLLOW

DETERMINE THE LIMITS OF DETERIORATED CONCRETE BY VISUAL INSPECTION AND/OR

ANY DIMENSIONS SHOWN AT THOSE AREAS ARE APPROXIMATE. CONTRACTOR SHALL

10. AREAS IDENTIFIED ON THE DRAWINGS AS EXHIBITING CONCRETE DETERIORATION AND

CONCRETE".

WITH SPECIFICATION SECTION 03 30 53 "MISCELLANEOUS CAST-IN-PLACE

6" OR GREATER IN DEPTH, UNO. CONCRETE PLACEMENT SHALL BE IN ACCORDANCE

9. PORTLAND CEMENT CONCRETE SHALL BE USED FOR REPAIR OF ALL PATCHES

REHABILITATION FOR CIVIL WORKS".

SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 03 01 32 "CONCRETE

BETWEEN 2" AND 6" IN DEPTH, UNO. POLYMER-MODIFIED CONCRETE PLACEMENT

8. POLYMER-MODIFIED CONCRETE SHALL BE USED FOR REPAIR OF ALL PATCHES

REFERENCE SHEETS S-401 FOR ADDITIONAL INFORMATION.

7. REMOVE EFFLORESCENCE ON THE BAY SIDE OF THE CENTER RIVER BARRIER.

A/S-201 FOR INSTALLATION LOCATIONS.

ALONG THE PUMPING STATION TRANSFORMER WALLS. REFERENCE ELEVATION

6. MANUFACTURE AND INSTALL FOUR SCUPPERS AT EXISTING DRAINAGE LOCATIONS

SECTION 32 13 73 "COMPRESSION JOINT SEALS FOR CONCRETE".

INSTALL JOINT SEALS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION

CENTER RIVER BARRIER. REFERENCE SHEET S-401 FOR LOCATION OF THE JOINTS.

5. INSTALL COMPRESSION JOINT SEALS IN THE SERVICE BRIDGE JOINTS ABOVE THE

DRAWINGS AND SPECIFICATION SECTION 07 19 16 "PENETRATING SEALER".

TRANSFORMER AREAS. APPLY THE SEALER IN ACCORDANCE WITH

4. APPLY CONCRETE SEALER TO THE FLOORS IN THE TWO PUMPING STATION

REHABILITATION FOR CIVIL WORKS".

THAT SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 03 01 32 "CONCRETE

ELEVATIONS ON SHEETS S-201 AND S-203 IDENTIFY THE AREAS OF CRACK REPAIR

CRACKS BUT ARE SOLID SOUNDING, REPAIR CRACKS USING AN INJECTION EPOXY.

3. FOR PUMPING STATION TRANSFORMER AREA WALLS THAT HAVE SIGNIFICANT

AT THIS LOCATION AND SHEET S-202.

REFERENCE PHOTO D/G-002 FOR CONCRETE DETERIORATION

D. SPALL ADJACENT TO PUMPING STATION TRASH RACK ALONG HANDRAIL.

PHOTO C/G-002 FOR CONCRETE DETERIORATION AT THIS LOCATION.

C. CENTER RIVER BARRIER SERVICE BRIDGE PIER AT GRIDLINE 19. REFERENCE

FOR CONCRETE DETERIORATION AT THIS LOCATION.

ELEVATION AND WEST ABUTMENT. REFERENCE PHOTO B/G-002

B. SLOPED CONCRETE BARRIERS ALONG THE PUMPING STATION SOUTH

PHOTO A/G-002 FOR TYPICAL CONCRETE DETERIORATION AT THESE LOCATIONS.

A. PUMPING STATION TRANSFORMER AREA CORNER WALLS. REFERENCE

OF THE REPAIR AREA. THIS APPLIES TO THE FOLLOWING FEATURES:

CONCRETE OR PORTLAND CEMENT CONCRETE, DEPENDING ON THE DEPTH

IN THE DRAWINGS AND SPECIFICATIONS USING EITHER POLYMER-MODIFIED

HOLLOW SOUNDING AREAS SHALL BE SOUNDED AND REPAIRED AS DESCRIBED

2. ALL DETERIORATED CONCRETE SURFACES CONSISTING OF SPALLED OR

1. REFERENCE SHEET C-101 FOR PHOTO INDICATORS.

J H

K

EW EACH WAY

WWF WELDED WIRE FABRIC

SERVICE BRIDGE PIER

TYPICAL CONCRETE DETERIORATION AT

J A

S O

N P

A O

L

IN

O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

P -1

C -1

.d g n

1" = 30'

GRAPHIC SCALE:

30' 30' 60'

NN

SITE PLAN

SCALE: 1" = 30'

STATION

PUMPING

B

G-002

D

G-002

A

G-002

C

C-101

D S

H

A N

S I

D

:1

AREA

STORAGE/STAGING

CONTRACTOR

S

IT

E P

L A

N

TRANSFORMER AREAS

PUMPING STATION

L A

W R

E N

C E C

A R

A B

A J

A L

CENTER BARRIER

RIVER GATES

STREET

WATER

SOUTH

EAST BARRIER

WEST BARRIER

SERVICE BRIDGE

CANAL

WATER

COOLING

EDGE OF WATER

EDGE OF WATER

E

WEST ABUTMENT

J H

K J

H K

J A

S O

N P

A O

L

IN

O S

J A

S O

N P

A O

L

IN

O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

MEAN SEA LEVEL EL. 00.0 MEAN SEA LEVEL EL. 00.0

18 19 20 21 22

MEAN SEA LEVEL EL. 00.0 MEAN SEA LEVEL EL. 00.0

RIVER BOTTOM EL. -15.0

SCALE: 1/16" = 1'- 0"

PUMPING STATION AND WEST ABUTMENT PARTIAL SOUTH ELEVATION

P -1

S -2

.d g n

S-200

D S

H

A R

C H D

:1

" = 1'-0"16

16' 0' 16' 32'

GRAPHIC SCALE:

SCALE: 1/16" = 1'- 0"

CENTER BARRIER, GATES AND EAST ABUTMENT PARTIAL SOUTH ELEVATION

M A

T C

H L

IN

E T

O B

E L

O W

M A

T C

H L

IN

E T

O A

B O

V E

S-202

A S-202

B S-201

A

WEST ABUTMENT PUMPING STATION

CENTER RIVER BARRIER RIVER GATES

BRIDGE

SERVICE

E L E

V A

T

IO

N

L A

W R

E N

C E C

A R

A B

A J

A L

EAST BARRIER

J H

K J

H K

J A

S O

N P

A O

L

IN

O S

J A

S O

N P

A O

L

IN

O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

SCALE: 1/4" = 1'- 0"

" = 1'-0"4

4' 0 4' 8'

GRAPHIC SCALE:

S-502

A

F P -1

S -2

.d g n

S-201

D S

H

A N

S I

D

:1

:1

S-203

B S-203

A

23'- 10"

3'-0"

DETERIORATION

AREA OF CONCRETE

23'- 10"

3'-0"

DETERIORATION

AREA OF CONCRETE

S-201

A PUMPING STATION PARTIAL SOUTH ELEVATION

P U

M P

IN

G S

T A

T

IO

N P

A R

T

IA

L

NOTES:

TRANSFORMER AREATRANSFORMER AREA

EFFLORESCENCE

AREA OF CRACKS AND

EFFLORESCENCE

AREA OF CRACKS AND

S-502

A

WALLS EL. 31.0

TOP OF TRANSFORMER AREA

OPERATING FLOOR EL. 26.0

TOP OF DECK EL. 14.0

AREAS ARE 1'-0" THICK, UNLESS NOTED OTHERWISE.

4. CONCRETE WALLS AROUND THE PUMPING STATION TRANSFORMER

"CONCRETE REHABILITATION FOR CIVIL WORKS".

REPAIR AS DESCRIBED IN SPECIFICATION SECTION 03 01 32

AN INJECTION EPOXY IN AREAS IDENTIFIED ON THE ELEVATION.

3. REPAIR CRACKS HAVING A WIDTH GREATER THAN 1/16" USING

IDENTIFIED ON THE ELEVATION.

2. REMOVE EFFLORESCENCE FROM WALL SURFACE IN AREAS

ON SHEET S-501.

ON THE ELEVATION. REPAIR AREAS AS SHOWN IN DETAILS

AND HOLLOW SOUNDING CONCRETE IN THE AREAS IDENTIFIED

1. REMOVE DETERIORATED CONCRETE CONSISTING OF SPALLED

S O

U T

H E

L E

V A

T

IO

N

J H

K J

H K

L A

W R

E N

C E C

A R

A B

A J

A L

J A

S O

N P

A O

L

IN

O S

J A

S O

N P

A O

L

IN

O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

1 2 3 4

161512 13 14

S-202

A

PUMPING STATION PARTIAL SOUTH ELEVATION

S-202

B

BARRIER

SLOPED

CONSTRUCTION JOINT

CONSTRUCTION JOINT

DETERIORATION

AREA OF CONCRETE

DETERIORATION

AREA OF CONCRETE

DETERIORATION

AREA OF CONCRETE3

CONSTRUCTION JOINT

CONSTRUCTION JOINT

SLOPED BARRIER

SCALE: 3/16" = 1'- 0"

SCALE: 3/16" = 1'- 0"

GRAPHIC SCALE:

12'8'4'04'

" = 1'-0"16

BARRIER

SLOPED

DETERIORATION

AREA OF CONCRETE

121'- 4"

66'- 2"

NOTES:

AS SHOWN IN DETAILS ON SHEET S-501.

AREAS IDENTIFIED ON THE ELEVATIONS. REPAIR AREAS

SPALLED OR HOLLOW SOUNDING CONCRETE IN THE

1. REMOVE DETERIORATED CONCRETE CONSISTING OF

PUMPING STATION AND WEST ABUTMENT PARTIAL SOUTH ELEVATION

WEST ABUTMENT

F P -1

S -2

.d g n

S-202

D S

H

A N

S I

D

:1

P U

M P

IN

G S

T A

T

IO

N P

A R

T

IA

L

S O

U T

H E

L E

V A

T

IO

N

TRASH RACK

PUMPING STATION

SPALL ADJACENT TO

LOCATION OF

TOP OF DECK EL. 14.0

TOP OF SLOPED BARRIER EL. 26.0

BARRIER

SLOPED

PUMPING STATION

PUMPING STATION

TOP OF SLOPED BARRIER EL. 26.0

TOP OF DECK EL. 14.0

TRASH RACK

PUMPING STATION

J H

K J

H K

L A

W R

E N

C E C

A R

A B

A J

A L

J A

S O

N P

A O

L

IN

O S

J A

S O

N P

A O

L

IN

O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

P -1

S -2

.d g n

:1

SCALE: 1/4" = 1'- 0" SCALE: 1/4" = 1'- 0"S-201

A S-201

B

AREA OF CONCRETE DETERIORATION

PIPE RAILINGS

AREA OF CONCRETE DETERIORATION

PIPE RAILINGS

E A

S T A

N D W

E S

T E

L E

V A

T

IO

N S

P U

M P

IN

G S

T A

T

IO

N P

A R

T

IA

L

3'- 0" 3'- 0"

17'- 2" 17'- 2"

" = 1'-0"4

4' 0 4' 8'

GRAPHIC SCALE:

NOTES:

PARTIAL EAST ELEVATION OF PUMPING STATION PARTIAL WEST ELEVATION OF PUMPING STATION

AREA WALLS EL. 31.0

TOP OF TRANSFORMER

TOP OF DECK EL. 14.0

OF SLOPED BARRIER EL. 26.0

OPERATING FLOOR AND TOP

AREA WALLS EL. 31.0

TOP OF TRANSFORMER

OF SLOPED BARRIER EL. 26.0

OPERATING FLOOR AND TOP

TOP OF DECK EL. 14.0

EFFLORESCENCE

AND

CRACKS

AREA OF

EFFLORESCENCE

AND

CRACKS

AREA OF

"CONCRETE REHABILITATION FOR CIVIL WORKS".

REPAIR AS DESCRIBED IN SPECIFICATION SECTION 03 01 32

AN INJECTION EPOXY IN AREAS IDENTIFIED ON THE ELEVATIONS.

3. REPAIR CRACKS HAVING A WIDTH GREATER THAN 1/16" USING

IDENTIFIED ON THE ELEVATIONS.

2. REMOVE EFFLORESCENCE FROM WALL SURFACES IN AREAS

ELEVATIONS. REPAIR AREAS AS SHOWN IN DETAILS ON SHEET S-501.

OR HOLLOW SOUNDING CONCRETE IN THE AREAS ON THE

1. REMOVE DETERIORATED CONCRETE CONSISTING OF SPALLED

J H

K

L A

W R

E N

C E C

A R

A B

A J

A L

S-203

D S

H

A N

S

J A

S O

N P

A O

L

IN

O S

J A

S O

N P

A O

L

IN

O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

TRANSFORMER "B"TRANSFORMER "A"S

L

O P

E

S L

O P

E

82'-0"

23'-10" 23'-10"

2 3 4 5 6 7 8 9 10 11 12 13 14 15 161

P -1

S -2

.d g n

S-204

S

H

A N

S I

D

:1

" = 1'-0"4

4' 0 4' 8'

GRAPHIC SCALE:

SCALE: 1/4" = 1'- 0"

NN

PUMPING STATION PARTIAL ROOF PLAN

S-204

A

S-502

B

TYPICAL BOTH SIDES

WALL 5'-0" HIGH

1'-0" THICK CONCRETE

NOTES:

P U

M P

IN

G S

T A

T

IO

N P

A R

T

IA

L

S-204

A

1/16" = 1' - 0"

APPLY CONCRETE SEALER APPLY CONCRETE SEALER

PUMPING STATION ROOF PLAN

R O

O F P

L A

N

ROOF ABOVE

TYP.

REFERENCE SHEET S-502 FOR SCUPPER EXTENSION DETAILS.

2. INSTALL SCUPPER EXTENSION AT EACH OF FOUR SCUPPER LOCATIONS.

EXECUTION.

SEALER" FOR ADDITIONAL INFORMATION REGARDING MATERIALS AND

EXTENT POSSIBLE. REFERENCE SPECIFICATION SECTION 07 19 16 "PENETRATING

5'-0" HIGH WALLS. APPLY SEALER UNDER TRANSFORMER TO THE GREATEST

TRANSFORMER AREAS AT EL. 26.0 AND LOWER 2'-0" OF THE SURROUNDING

1. APPLY CONCRETE SEALER TO THE FLOORS IN THE PUMPING STATION

J H

K

L A

W R

E N

C E C

A R

A B

A J

A L

EXTENSION

NEW SCUPPER

EXTENSION

NEW SCUPPER

J A

S O

N P

A O

L

IN

O S

J A

S O

N P

A O

L

IN

O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

SCALE: 1" = 10'- 0"

1" = 10'

10 0 10 20

GRAPHIC SCALE:

S-501

A

NOTES:

S-501

ASIMILAR

18 19 20 21

TOP OF BARRIER EL. 25.0

RIVER GATES

S-401

A

JOINT, TYPICAL

CONTRACTION

S-401

A

SCALE: 1" = 10'- 0"

SECTION

F P -1

S -4

.d g n

> OF SERVICE BRIDGE

BAYSIDE

S-401

A N

D S

E C

T

IO

N

D S

H

A N

S I

D

C E

N T

E R B

A R

R

IE

R E

L E

V A

T

IO

N :1

L A

W R

E N

C E C

A R

A B

A J

A L

EFFLORESCENCE

AREA OF

EFFLORESCENCE

AREA OF

S-501

A S-501

A S-501

A

JOINT

EXPANSION

TOP OF SERVICE BRIDGE EL. 35.0

TOP OF BARRIER EL. 25.0

EL. 19.0

CONSTRUCTION JOINT AT EL. 11.0

CONSTRUCTION JOINT AT EL. 4.0

MEAN SEA LEVEL EL. 0.0

CONSTRUCTION JOINT AT EL. 11.0

RIVERSIDE

MEAN SEA LEVEL EL. 0.0MEAN SEA LEVEL EL. 0.0

12'-0"

CENTER RIVER BARRIER = 180'- 0"

CENTER BARRIER SOUTH ELEVATION

J H

K

SERVICE BRIDGE PIER

CONSTRUCTION JOINT AT EL. 4.0

OPPOSITE SIDE SIMILAR.

NOT TO EXCEED 6" IN DEPTH.

LIMIT OF DEMOLITION

AREA OF CONCRETE DETERIORATION.

J A

S O

N P

A O

L

IN

O S

R

E V

IS

E D I

N A

C C

O R

D A

N C

E A

M D

T

/0

/2

ON CENTER BARRIER SOUTH ELEVATION (BAYSIDE)

EPOXY INJECTION REPAIR CRACKS BETWEEN EL. 4.0 AND EL. 11.0

"CONCRETE REHABILITATION FOR CIVIL WORKS".

REPAIR AS DESCRIBED IN SPECIFICATION SECTION 03 01 32

AN INJECTION EPOXY IN AREAS IDENTIFIED ON THE ELEVATIONS.

4. REPAIR CRACKS HAVING A WIDTH GREATER THAN 1/16" USING

ON SHEET S-501.

GRIDLINE 19. REPAIR AREAS AS SHOWN IN DETAILS

AREAS IDENTIFIED ON THE SERVICE BRIDGE PIER AT

SPALLED OR HOLLOW SOUNDING CONCRETE IN THE

3. REMOVE DETERIORATED CONCRETE CONSISTING OF

LEVEL ELEVATION.

2 DO NOT REMOVE EFFLORESCENCE BELOW MEAN SEA

ELEVATION.

BARRIER WALL SURFACE AREA IDENTIFIED ON THE

1. REMOVE EFFLORESCENCE FROM THE CENTER RIVER

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

SEE TABLE 1

WIDTH

(INCHES)

1 5/16"

19 1 9/16"

1 3/8"

2"

2 1/8"

COMPRESSION JOINT SEAL

PRIOR TO INSTALLATION OF NEW

REMOVE EXISTING JOINT MATERIAL

JOINT AT

GRIDLINE

TABLE 1 - JOINT WIDTH

JOINT WIDTH VARIES

GRID GRID

SEE TABLE 1

JOINT WIDTH VARIES

BRIDGE PARAPET.

EXTEND SEAL TO THE END OF

NEW COMPRESSION JOINT SEAL.

BAR SPLICE CHART

NEW BAR LAP SPLICE LENGTH

#3 1'-0"

#4 1'-3"

#5 1'-7"

#7 2'-3"

#6 1'-11"

#8 2'-6"

STEEL PINS

W1.4, 2X2 WWF

N.T.S.N.T.S.

TYPICAL REPAIR PATCH 6" OR GREATER DEPTHTYPICAL REPAIR PATCH BETWEEN 2" AND 6" DEPTH

CONCRETE

EXISTING

CAVITY BASE

TO CREATE A GREATER

SHALL BE "DOVETAILED"

EDGES OF CONCRETE

TYPICAL REPAIR PROCEDURES AND DETAILS

MODIFIED CONCRETE

NEW POLYMER-

S-501

D S

H

A N

S

:1

F P -1

S -5

.d g n

EXISTING JOINT DETAIL

NEW JOINT DETAILA

S-401

S T

R U

C T

U R

A L D

E T

A

IL

S

@ 12 EW (TYP.)

#3 BARS

CONCRETE (TYP.)

6" INTO SOUND

AND GROUTED

#3 DOWELS DRILLED

6" OR GREATER

CEMENT

NEW PORTLAND

CONCRETE

EXISTING

2" CLEAR

SCALE: 1 1/2" = 1'- 0"

SCALE: 1 1/2" = 1'- 0"

J H

K

L A

W R

E N

C E C

A R

A B

A J

A L

" = 1'-0"2 1 1

12" 9" 6" 3" 0 6" 12"

GRAPHIC SCALE:

14. PLACE PORTLAND CEMENT CONCRETE.

REINFORCEMENT AND CONCRETE SUBSTRATE.

13. APPLY BONDING AGENT/CORROSION INHIBITOR TO EXPOSED

12. ENSURE REPAIR AREA IS SATURATED SURFACE DRY.

11. INSTALL FORMS.

CONCRETE AND LEACHATES.

10. SAND BLAST CONCRETE SURFACE TO REMOVE ALL LOOSE

THEN NO REPLACEMENT IS REQUIRED.

9. IF MORE THAN 75% OF THE ORIGINAL REBAR SECTION AREA REMAINS,

8. PROVIDE A LAP SPLICE AS INDICATED IN THE “BAR SPLICE CHART”.

GREATER THAN THE MAXIMUM SECTION AREA LOSS (#3 MINIMUM).

THE EXPOSED REBAR. PROVIDE A NEW BAR HAVING SECTION

ORIGINAL REBAR SECTION REMAINS AT ANY POINT ALONG

7. REPLACE REINFORCING STEEL IF LESS THAN 75% OF THE

6. PLACE #3 BARS AS SHOWN.

SECTION 03 01 32 "CONCRETE REHABILITATION FOR CIVIL WORKS".

AN INJECTION EPOXY. REPAIR AS DESCRIBED IN SPECIFICATION

5. REPAIR CRACKS HAVING A WIDTH GREATER THAN 1/16" USING

4. DRILL AND GROUT #3 DOWELS AS SHOWN.

MINIMUM OF 1 INCH.

50% OF ITS CIRCUMFERENCE SHALL BE UNDERCUT BY A

3. ALL REINFORCING STEEL THAT IS EXPOSED GREATER THAN

2. SAWCUT PERIMETER OF REPAIR A MINIMUM OF 1 INCH DEEP.

OF 6 INCHES OR TO LIMITS SHOWN.

1. REMOVE ALL DETERIORATED CONCRETE TO MINIMUM DEPTH

13. PLACE POLYMER-MODIFIED CONCRETE.

PINS, WWF, AND CONCRETE SUBSTRATE.

12. PLACE CORROSION INHIBITOR BONDING AGENT TO EXPOSED

11. ENSURE REPAIR AREA IS SATURATED SURFACE DRY.

10. INSTALL FORMS.

CONCRETE AND LEACHATES.

9. SAND BLAST CONCRETE SURFACE TO REMOVE ALL LOOSE

8. PROVIDE A LAP SPLICE AS INDICATED IN THE “BAR SPLICE CHART”.

GREATER THAN THE MAXIMUM SECTION AREA LOSS (#3 MINIMUM).

EXPOSED REBAR. PROVIDE A NEW BAR HAVING SECTION

ORIGINAL REBAR SECTION REMAINS AT ANY POINT ALONG THE

7. REPLACE REINFORCING STEEL IF LESS THAN 75% OF THE

USE WWF WHEN THE REPAIR AREA EXCEEDS 1.0 SQUARE FEET.

6. FASTEN W1.4/1.4, 2 INCH x 2 INCH WWF TO STEEL PINS. ONLY

SECTION 03 01 32 "CONCRETE REHABILITATION FOR CIVIL WORKS".

AN INJECTION EPOXY. REPAIR AS DESCRIBED IN SPECIFICATION

5. REPAIR CRACKS HAVING A WIDTH GREATER THAN 1/16" USING

WITH 2" MINIMUM EMBEDMENT.

4. PLACE 3/16" DIA STEEL PINS AT MAXIMUM OF 12" ON CENTER

MINIMUM OF 1 INCH.

50% OF ITS CIRCUMFERENCE SHALL BE UNDERCUT BY A

3. ALL REINFORCING STEEL THAT IS EXPOSED GREATER THAN

2. SAWCUT PERIMETER OF REPAIR A MINIMUM OF 1 INCH DEEP.

OF 2 INCHES.

1. REMOVE ALL DETERIORATED CONCRETE TO MINIMUM DEPTH

J A

S O

N P

A O

L

IN

O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

S U

B M

IT

T E

D B

Y : P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

D R

A W

IN

G C

O D

E

IDENTIFICATION

SHEET

District

New England of Engineers

US Army Corps

S

IZ

E

F

IL

E N

A M

E

P L

O T S

C A

L E

SHEET OF

C O

N C

O R

D

M A

S S

A C

H U

S E

T T S

N E

W E

N G

L A

N D D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F P -1

/2

/2

R H

O D

E I S

L A

N D

P R

O V

ID

E N

C E

C O

N C

R E

T E A

N D M

IS

C

E L L

A N

E O

U S R

E P

A

IR

S

F O

X P

O

IN

T H

U R

R

IC

A N

E B

A R

R

IE

R

W

W J -1

-B -0

O C

T O

B E

R

8"

1'- 0"

5"

C12x20.7

NOTES:

1'-6"

B

S-502

2"

STEEL PLATE

1'- 6" X 1'- 6" X 5/16"

1/4"

RUBBER GASKET

1'- 6" X 1'- 6" X 1/8"

TRANSFORMER AREAS

CONCRETE WALL AROUND

1. STEEL PLATE SHALL BE ASTM A36.

2. STEEL CHANNEL SHALL BE ASTM A529.

3. ALL WELDING SHALL CONFORM TO THE

PROVISIONS OF AWS D1.1/D1.1M:2015

STEEL WELDING CODE USING E70XX

ELECTRODES.

4. HOT DIP GALVANIZE SCUPPER EXTENSION

UPON FABRICATION COMPLETION.

5. FILL VOIDS BETWEEN CONCRETE WALL

DRAINAGE AND SCUPPER INVERTS WITH

ROOFING TAR TO FACILITATE RUNOFF.

ON EACH SCUPPER.

TYPICAL AT 4 LOCATIONS

OF 8" EMBEDMENT.

EPOXY ANCHORED WITH A MINIMUM

WITH WASHER AND NUT ASSEMBLY

1/2" DIA. GALVANIZED STEEL THREADED ROD

S-502

D S

H

A N

S

:1

SCALE: 3" = 1'- 0"S-502

S T

R U

C T

U R

A L D

E T

A

IL

S

F P -1

S -5

.d g n

B SCUPPER EXTENSION DETAILSCUPPER EXTENSION DETAIL

S-502

A

SCALE: 3" = 1'- 0"

3" = 1'-0"

3" 0 3" 6" 9"

GRAPHIC SCALE:

J H

K

L A

W R

E N

C E C

A R

A B

A J

A L

J A

S O

N P

A O

L

IN

O