Attachment_2_-_Plans.pdf

E

Q U

IN

N

SK-1

Q U

A

D P

R O J E

C T L

O C

A T

IO

N P

L A

N

C O

V E

R S

H E

E T

C O

N T

R A

C T R

E F

E R

E N

C E D

R A

W

IN

G I

N D

E X

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

DATE

DATE

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

Pittsburgh District

W911WN-17-B-8009

JULY 2017

/s/ STEPHEN R. STOLTZ, P.E.

OHIO RIVER BASIN

DASHIELDS LOCKS AND DAM

WATERWAY SIGN INSTALLATION

ALLEGHENY COUNTY, PENNSYLVANIA

DRAWINGSREFERENCE

NUMBERFILE TITLE

0-LDA-37/4.1 DETAILS AND SECTIONS PLANS, - PIERMOORING

0-LDA-37/5.1

ELEVATIONS

AND SECTION PLAN, - POOL LOWER 2 PIER NEW & POOL UPPER 1 PIER NEW - PIERSMOORING

0-LDA-37/6.1 DETAIL AND ELEVATION SECTIONS, PLAN, - POOL UPPER PIER EXISTING - PIERMOORING

0-LDA-37/7 DETAILS AND ELEVATION - POOL LOWER 2 PIER NEW & POOL UPPER 1 PIER NEW - PIERSMOORING

0-LDA-37/8 DETAILS AND ELEVATIONS SECTIONS, ITEMS, MISC. - PIERMOORING

DRAWINGSCONTRACT

NUMBERFILE TITLE

SK-1 PLAN LOCATION PROJECT AND INDEX DRAWING REFERENCE & CONTRACT SHEET,COVER

SK-2 NOTES AND PLAN SITEGENERAL

SK-3 NOTES AND ELEVATION - FRAMES SUPPORTSIGN

SK-4 DETAILS - FRAMES SUPPORTSIGN

SK-5 SECTIONS AND PLAN DEMOLITION - 2 & 1 CELLSMOORING

SK-6 SECTION AND PLANS REINFORCEMENT - 2 & 1 CELLSMOORING

SK-7 SECTIONS AND ELEVATION PLAN, - CONDITIONS EXISTING - 2 CELLMOORING

SK-8 SECTIONS AND ELEVATION - REPAIRS ARMOR - 2 CELLMOORING

SK-9 PLANS - 2 & 1 CELLSMOORING

R

B U

R S

T Y

N O

W

IC

Z

CERTIFIED FINAL DOCUMENTS

/s/ JEANINE M. HOEY, P.E.

/s/ VINCENT L. DECARLO, P.E.

12 JULY 2017

12 JULY 2017

12 JULY 2017

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDESQ

S K -1 .d g n

-J

U L -2

:3

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

W

W N -1

-B -8

A N

S I

D

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

W A

T E

R W

A Y S

IG

N I

N S

T A

L L

A T

IO

/s /V

IN

C E

N T L

D E

C A

R L

O

CERTIFIED FINAL DOCUMENTS

J

U L

Y

BANK EDGE

T Y P

T Y P

T Y P2

E

Q U

SK-2

Q U

G

N E

R A

L S

IT

E P

L A

N A

N D N

O T

S

SCALE: 1"=500'

GENERAL SITE PLAN

N

0 500' 1000'

SCALE: 1"=500'

R

B U

R S

T Y

N O

W

IC

Z

WORK LIMITS

CONTRACTOR

SCALE: 1"=100'

CONTRACTOR WORK LIMITS

LC

LC

LEGEND:

200'0 100'

SCALE: 1"=100'

N.T.S

CELL 1 - UPSTREAM ELEVATION ALONG SIGN

N.T.S

CELL 2 - UPSTREAM ELEVATION ALONG SIGN

NAVIGATION CHARTS.

ORDINARY HIGH WATER (OHW) TAKEN FROM 2001 4.

ONLY FROM THE RIVER.

SIGN LOCATIONS AT THE CELLS ARE ACCESSIBLE 3.

AREAS OF THE LOCK.

CONTRACTOR SHALL HAVE LIMITED ACCESS TO

COORDINATED WITH THE LOCK MASTER. THE

DIRECTED BY THE CONTRACTING OFFICER AND

WORK AREA LIMITS AT THE LOCK SITE SHALL BE AS 2.

DIMENSIONS TO BE VERIFIED BY CONTRACTOR.

FEATURES ON THE MOORING CELL, ELEVATIONS AND

DATUM AND DIMENSIONS BASED ON EXISTING

FEATURES ARE BASED ON ASSUMED ELEVATION

THE DIMENSIONS, STATIONS, ELEVATIONS AND 1.

GENERAL NOTES:

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDESQ

S K -2 .d g n

-J

U L -2

:2

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

W

W N -1

-B -8

A N

S

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

W A

T E

R W

A Y S

IG

N I

N S

T A

L L

A T

IN

C E

N T L

D E

C A

R L

O

CERTIFIED FINAL DOCUMENTS

J

U L

Y

37/6.1

DWG. 37/4.1 &

CELL #2, SEE REF

DWG 37/5.1

CELL #1, SEE REF

Warning

Dam Ahead

Submerged

Warning

Dam Ahead

Submerged

L

L L

8-H-3

Danger

DangerDanger

S E

W

IC

K L

Y

B R

ID

G E

C O

N R

A

IL

C O

N R

A

IL

LEETSDALE INDUSTRIAL PARK

F L

O W

O H

IV

E R

A C C E S S

R

O A

DC

S X

T R

A N S

C O

N R

A

IL

L

IT

T L

E S

E W

IC

K L

E Y

C R

E E

K

NORMAL U.P. = 692.0

Ahead

Dam Ft.

Submerged

Ahead

Dam Ft.

Submerged

A

M , M I. 13

.3

D A S

H

IE

L D S

L O

C K S

ON TOP OF CELL

AND DAYMARK 12.2

GEORGE ZERR LIGHT

O

W

.1

O

.7

Danger

Ahead

Dam Ft.

Submerged

Warning

Dam Ahead

Submerged

Warning

Dam Ahead

Submerged

Arrival Point

22'-4"

W12X40

(TYP)

L3X2X•

LLV

8'-2"

6'-0"

6'-0"6'-0"6'-0"

SIGN

OUTLINE OF

6'-0"

6'-0"6'-0"

WT5X15

(TYP)

BASE PLATE

B (TYP)

DAYMARKER,

SEE NOTE 7

SIGN

OUTLINE OF

29'-0"

BASE PLATE

B (TYP)

WT5X15

(TYP)

W12X40

(TYP)

L3X2X•

LLV

6'-0"

(TYP)

W6X15

L3X2X• LLV

WT5X15

A (TYP)

BASE PLATE

F

SK-4

A

SK-4

B

SK-4

C

SK-4

D

SK-4

E

SK-4

"DANGER..." SIGN

1 EACH - GOVERNMENT FURNISHED

SCALE: …"=1'-0"

D

SK-4

C

SK-4

E

Q U

SK-3

0 2' 4' 6'

SCALE: …"=1'

S

IG

N S

U P

P O

R T F

R A

M E

S

E L E

V A

T

IO

N S A

N D N

O T

E S

B

SK-4

A

SK-4

E

SK-4

R

B U

R S

T Y

N O

W

IC

Z

THE TOP OF THIS SIGN

MOUNTING THE DAYMARKERS ONTO

SEE NOTE 7 FOR RELOCATING AND

NOTE:

SIGN, ONE FACING UPSTREAM AND ONE FACING DOWNSTREAM.

CONNECTION METHOD TO BOLT THE DAYMAKERS ON TOP OF THE

OF THE "WARNING" SIGN. CONTRACTOR SHALL DEVELOP A

PAD. MOUNT THE DAYMAKERS (ORANGE TRIANGLES) TO THE TOP

CELL #1 MOUNTED ON THE CELL WITH AN ISOLATED CONCRETE

CONTRACTOR SHALL REUSE THE DAYMARKERS CURRENTLY ON 7.

DIAMETER.

HOLES FOR ANCHOR BOLTS SHALL BE ˆ" LARGER THAN BOLT 6.

ELEVATION VIEWS OF SIGNS ARE FROM BACK FACE VIEW.5.

DAMAGED.

ALL STRUCTURAL STEEL SHALL BE TOUCH UP PAINTED IF 4.

50 MATERIAL.

ALL STRUCTURAL STEEL PLATES SHALL BE ASTM A572 GRADE 3.

MATERIAL.

50 OR ASTM A572 GRADE 50, EXCEPT ANGLES SHALL BE A36

ALL STRUCTURAL STEEL SHAPES SHALL BE ASTM A992 GRADE 2.

SEE SPECIFICATIONS FOR DETAILS.

ALL SIGNS AND FRAMES ARE GOVERNMENT FURNISHED MATERIALS. 1.

GENERAL NOTES:

G

M E

Y E

R

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDESQ

S K -3 .d g n

-J

U L -2

:2

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

W

W N -1

-B -8

A N

S

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

W A

T E

R W

A Y S

IG

N I

N S

T A

L L

A T

IN

C E

N T L

D E

C A

R L

O

CERTIFIED FINAL DOCUMENTS

J

U L

Y

"ARRIVAL POINT" SIGN

GOVERNMENT FURNISHED

1 EACH - EXISTING ON CELL 1

SCALE: ƒ"=1'-0"

G

SK-4

"WARNING..." SIGN

1 EACH - GOVERNMENT FURNISHED

SCALE: …"=1'-0"

1'-2"

1" 1"

LEVELING NUTS

TOP OF CONCRETE

POST

WT 5x15 BRACING

POST

SIGN PANELS DETAILS

SHEET 9, SIGN PANELS

SPEC. CODE: WTW-08C

ACCORDANCE WITH

POST CLIPS PLACED IN

ES-3814, OR EQUAL

HIT RE-500 V3 PER ICC

STAINLESS STEEL, HILTI

ASTM F593 AISI 304/316

1" DIA THREADED ROD,

T A

B L

E

S E

E

BASE PLATE

BASE PLATE

GROUT UNDER

PLACE NON-SHRINK

PLATE

•" GUSSET

M

X

2'-4"

•" PLATE

1" PLATE

1'-2"

2'-4"

2'-4"

1'-2"

1'-2"

1'-0"

W6X15

BOLTS (TYP)

1" DIA. ANCHOR

•" PLATE

•" PLATE

8" 2"2"

2"

5"5"

10"

2"

1•" PLATE

(TYP)

BOLTS

ANCHOR

1" DIA.

SIGNS ONLY

AND "WARNING..."

FOR "DANGER..."

CENTER BOLTS

W12X40

1'-2"

•" PLATE

"4

6"

DRILLED HOLE

2" DIA

W12x40 POST

WEB

ON ONE SIDE OF

GRADE 50 PLATE

…" ASTM A572

TYP

TYP

‰ 6"

TYP

TYP

TYP

TYP

‰ 6"

A

SK-3

DETAIL

SCALE: ƒ"=1'-0"

B

SK-3

DETAIL

SCALE: ƒ"=1'-0"

C

SK-3

DETAIL

SCALE: ƒ"=1'-0"

TYP

TYP

TYP

TYP

TYP

TYP

0 1' 2' 3'

SCALE: ƒ"=1'

TYP

SK-4

IG

N S

U P

P O

R T F

R A

M E

S

E

Q U

T A

IL

S

D

SK-3

DETAIL

SCALE: ƒ"=1'-0"

E

SK-3

DETAIL

SCALE: ƒ"=1'-0"

R

B U

R S

T Y /G

M E

Y E

R

1' 2'0 6"

SCALE: 1•"=1'

THESE DETAILS ARE PROVIDED FOR REFERENCE ONLY. SIGNS ARE GOVERNMENT FURNISHED

A TEMPERATURE OF AT LEAST 50°F.

OF 2,500 PSI AND A MINIMUM AGE OF 21 DAYS AND

SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH

CONCRETE AT TIME OF ANCHOR INSTALLATION 4.

WITH A ROTARY IMPACT DRILL.

ANCHORS SHALL BE INSTALLED IN HOLES DRILLED 3.

355.4

ANCHORS SHALL MEET THE REQUIREMENT OF ACI 2.

NOT BE GOVERNMENT PROVIDED.

AS PART OF THE ANCHORAGE. THESE ITEMS WILL

BOLTS, NUTS, ADHESIVE AND NON-SHRINK GROUT

CONTRACTOR SHALL FURNISH AND INSTALL ANCHOR 1.

ANCHORAGE NOTES:

G

M E

Y E

R

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDESQ

S K -4 .d g n

-J

U L -2

:2

0.083333:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

W

W N -1

-B -8

A N

S

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

W A

T E

R W

A Y S

IG

N I

N S

T A

L L

A T

IN

C E

N T L

D E

C A

R L

O

CERTIFIED FINAL DOCUMENTS

J

U L

Y

TYP

F

SK-3

DETAIL

SCALE: ƒ"=1'-0"

G

SK-3

DETAIL

SCALE: ƒ"=1'-0"

SCALE: ƒ"=1'-0"

TYPICAL GUSSET CONNECTION

NTS

ANCHORAGE

9 EACH AS SHOWN

SCALE: 1•"=1'-0"

BASE PLATE B

SCALE: 1•"=1'-0"

BASE PLATE A

BRACING SIDE

SIGN SIDE

"ARRIVAL POINT"

"WARNING..."

"DANGER..."

SIGN

9.00" MIN

20.00" MIN

20.00" MIN

ANCHOR BOLT EMBEDMENT

TYP

‰ 6"

‰ 6"‰

‰ 6"

‰ 6"

‰ 6"

SCALE: 1•"=1'-0"

OF SIGN POSTS

LIFTING HOLE AT TOP

AND CAP

CHECK POST

11'-

REGION 1

REGION 1

R E

G

R E

G

2'-6"6'-0"2'-6"

M

IN

REINSTALLATION, TYP

POSTS FOR

SALVAGE CHECK

CELL 1 ONLY

REMOVE LADDER ON

REGION 2

REGION 1 &

SK-5

Q U

4' 8'0 2'

SCALE: ‚"=1'

R

IV

ID

E

F L

O W

L A

E

LEGEND:

REGION 1 - 1'-0" REMOVAL

REGION 2 - 2'-6" REMOVAL

B

SECTION

SCALE: ‚"=1'-0"

A

SECTION

SCALE: •"=1'-0"

M O

O R

IN

G C

E L L S

EL 709.0 - CELL 2

EL 714.0 - CELL 1

EL 709.0 - CELL 2

EL 714.0 - CELL 1

SLOPE

„"/FT

SLOPE

„"/FT

A

B

2' 4'0 1'

SCALE: •"=1'

SCALE: ‚"=1'-0"

(CELL 2 UPSTREAM - SIMILAR)

(CELL 1 UPSTREAM - AS SHOWN)

MOORING CELL DEMOLITION PLAN

D E

M O

L

IT

IO

N P

L A

N A

N D S

E C

T

IO

N S

SIGNAGE FOR REINSTALLATION.

EXISTING CHECK POSTS, CAP AND

TAKEN NOT TO DAMAGE THE

FILL/CONCRETE. CARE SHALL BE

FILL AS REQUIRED TO PLACE NEW

REMOVE EXISTING CONCRETE AND

NOTE: G

M E

Y E

R

C

M U

R P

H Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDESQ

S K -5 .d g n

-J

U L -2

:2

0.083334:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

W

W N -1

-B -8

A N

S

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

W A

T E

R W

A Y S

IG

N I

N S

T A

L L

A T

IN

C E

N T L

D E

C A

R L

O

CERTIFIED FINAL DOCUMENTS

J

U L

Y

6'-0"

C L

R

#9@12"

R E

G

R E

G

#9@12

R#6@10"

1'-0"

#9@12"2'-6"

#9@12

R E

G

R E

G

1'-0"

REGION 1

REGION 1

11'-

T B #

" T

B

#11x13'-10"

#11x13'-10"

#11x13'-10"

#11x13'-10"

3 PAIR

RELOCATED

EXISTING CHECK POST,

B O

E S

R

T O

P

R

#6@10"

FOR ADDITIONAL INFORMATION

SPECIFICATION SECTION 03 30 53

PSI AT 28 DAYS. REFER TO

CONCRETE SHALL BE f'c=4,500

SEE SPECIFICATION 31 52 13.10

BE A FREE DRAINING STONE MATERIAL.

PROPOSED GRADING ELEVATION SHALL

ANY FILL REQUIRED TO ACHIEVE

T

Y P

SEE SPECIFICATION 31 52 13.10

BE A FREE DRAINING STONE MATERIAL.

PROPOSED GRADING ELEVATION SHALL

ANY FILL REQUIRED TO ACHIEVE

CONC. H.P.

REGION 1 & REGION 2

TYP

CHECKPOST,

SK-6

Q U

A

SECTION

SCALE: •"=1'-0"

2' 4'0 1'

SCALE: •"=1'

M O

O R

IN

G C

E L L S

R E

IN

F O

R C

E M

E N

T P

L A

N S A

N D S

E C

T

IO

N

B

SECTION

SCALE: •"=1'-0"

R

IV

E

L A

E

F L

O W

F L

O W

F L

O W

A

B

SCALE: ‚"=1'-0"

(CELL 2 UPSTREAM - SIMILAR)

(CELL 1 UPSTREAM - AS SHOWN)

COMBINED REINFORCEMENT PLAN

SCALE: ‚"=1'-0"

(CELL 2 UPSTREAM - SIMILAR)

(CELL 1 UPSTREAM - AS SHOWN)

REGION 1 REINFORCEMENT PLAN

SCALE: ‚"=1'-0"

(CELL 2 UPSTREAM - SIMILAR)

(CELL 1 UPSTREAM - AS SHOWN)

REGION 2 REINFORCEMENT PLAN

R

IV

E

L A

E

R

IV

E

L A

E

4' 8'0 2'

SCALE: ‚"=1'

SLOPE

„"/FT

SLOPE

„"/FT

SLOPE

„"/FT

SLOPE

„"/FT

EL 709.0 - CELL 2

EL 714.0 - CELL 1

C

C

SECTION

SCALE: •"=1'-0"

G

M E

Y E

R

SHOWN FOR CLARITY.

REINFORCEMENT NOT

NOTE: REGION 1 & 2

C

M U

R P

H Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDESQ

S K -6 .d g n

-J

U L -2

:2

0.083334:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

W

W N -1

-B -8

A N

S

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

W A

T E

R W

A Y S

IG

N I

N S

T A

L L

A T

IN

C E

N T L

D E

C A

R L

O

CERTIFIED FINAL DOCUMENTS

J

U L

Y

RING

C MOORING

ARMOR P 10"xƒ"

PLATE, TYP

8"x…"x11" FILLER

ARMOR P 10"xƒ"

TYP

FILLER BAR,

2ƒ"x2ƒ"x11"

10'-3"

PLATE, SEE NOTE 2

8"x…"x11" FILLER

PLACES

AND/OR PLATE, TYP 2

EXISTING MOORING RING

CONTRACTOR TO REMOVE

10"xƒ"x16'-0"

EXIST ARMOR P

10"xƒ"x6'-0"

EXIST ARMOR P

SEE NOTE 1

PLATE TO BE REMOVED,

MOORING RINGS AND/OR

WORK LIMITS

APPROX 9'-3"

W O

K

IM

IT

S

A P

P R

O X

10"xƒ"

EXIST ARMOR P

(NO WORK)

FILLER BAR

2ƒ"x2ƒ"x11"

NO WORK, TYP

FILLER BAR,

2ƒ"x2ƒ"x11"

A P P

R

X

K

IM

IT

S

PILE, TYP

STEEL SHEET

EXIST CRACKS IN

PILE TO REMAIN

WITHIN SHEET

EXISTING LADDER

10"xƒ"

EXIST ARMOR P

SK-7

Q U

IV

E

L A

E

F L

O W

A

SECTION

SCALE: •"=1'-0"

SCALE: ‚"=1'-0"

(CELL 2 UPSTREAM)

PLAN

M O

O R

IN

G C

E L L

P L

A N E

L E

V A

T

IO

N A

N D S

E C

T

IO

N S

LL

PHOTO 1

PHOTO 2

L

PATCH PLATE

E X

IS

T

IN

G C

O N

D

IT

IO

N S

F

M O

R O

N E

SCALE: •"=1'-0"

ELEVATION AT MOORING RING

A

EL 692.0

NORMAL POOL

L

EL 709.5

L

4' 8'0 2'

SCALE: ‚"=1'

2' 4'0 1'

SCALE: •"=1'

1' 2'0 6"

SCALE: 1•"=1'

8x…x11" FILLER PLATES).

FILLER PLATES WITHIN THE WORK LIMITS (ONLY

WELDS CONNECTING ARMOR PLATE TO 8x…x11"

CONTRACTOR TO GRIND OUT ALL CRACKED FILLET 2.

SECTION A AND DETAIL 1 ON SK-8.

INSTALLATION OF NEW ARMOR PLATE AS SHOWN ON

CONTRACTOR TO REMOVE ENOUGH PLATE TO ALLOW 1.

GENERAL NOTES:

BELZONA (OR EQUAL) REPAIR

REPAIR

PATCH PLATE & BELZONA (OR EQUAL)

PATCH REPAIR TYPES:

G

M E

Y E

R

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDESQ

S K -7 .d g n

-J

U L -2

:2

0.083334:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

W

W N -1

-B -8

A N

S

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

W A

T E

R W

A Y S

IG

N I

N S

T A

L L

A T

IN

C E

N T L

D E

C A

R L

O

CERTIFIED FINAL DOCUMENTS

J

U L

Y

3 31

2 2

2'-6"±

SEE NOTE 6

PATCH PLATE,

EXIST ARMOR P 10"xƒ" 10"xƒ"

EXIST ARMOR P

FILLER PLATE

EXIST 8"x…"x11"

FILLER PLATE

EXIST 8"x…"x11"

10"xƒ"x16'-0"

EXIST ARMOR P

10"xƒ"x6'-0"

EXIST ARMOR P WORK)

FILLER BAR (NO

EXIST 2ƒ"x2ƒ"x11"

PLATE, SEE NOTE 5

NEW 10"xƒ" ARMOR

SEE NOTE 5

NEW 10"xƒ" P, SK-8

Q U

M O

R R

E P

A

IR

S

A

SECTION

SCALE: 1•"=1'-0"

SCALE: •"=1'-0"

ELEVATION AT MOORING RING

LL

L

DETAIL

SCALE: 1"=1'-0"

F

M O

R O

N E

Š

Š

TYP

A

EL 692.0

NORMAL POOL

L

EL 709.5

1' 2'0 6"

SCALE: 1•"=1'

0 1' 2'

SCALE: 1"=1'

2' 4'0 1'

SCALE: •"=1'

L

U.T.

E L E

V A

T

IO

N A

N D S

E C

T

IO

N S

M O

O R

IN

G C

E L L

SCALE: 1•"=1'-0"

TYPICAL PATCH PLATE DETAIL

AREAS, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 05 50 14.

PAINT FOR NEW PATCH AREAS AND NEW ARMOR PLATES, INCLUDING WELD REPAIR 8.

BE CONDUCIVE TO A WELDED REPAIR.

CLOSURE. TYPE 2 PATCHES ARE USED WHERE SPACE CONSTRAINTS WOULD NOT

BE INSTALLED FIRST, FOLLOWED BY THE BELZONA PATCH TO COMPLETE THE

SURFACE IRREGULARITIES EXIST. FOR TYPE 1 REPAIRS THE PATCH PLATE IS TO

MANUFACTURERS RECOMMENDATIONS. TYPE 1 PATCHES ARE CALLED OUT WHERE

PREPARATION AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH

BELZONA 1111 OR EQUAL TO BE USED ON TYPE 1 AND TYPE 2 PATCHES. 7.

THICKNESS FOR PATCH PLATE SHALL BE …".

TO ATTACH TO EITHER FILLER PLATE OR ARMOR PLATE FOR CLOSURE. MINIMUM

CASES IT MAY BE NECESSARY TO USE A THICKER PATCH PLATE TO BE ABLE

PATCH PLATE EXTEND AT LEAST 1•" PERPENDICULAR TO THE CRACK. IN SOME

PATCH PLATE LENGTH, AND THICKNESS VARIES. ENSURE THAT EDGES OF NEW 6.

DETAIL 1, THIS SHEET.

WELDS. FULL PENETRATION WELDS TO BE U.T. TESTED, TYP 2 PLACES. SEE

PREPARE EDGES AT BOTH ENDS OF NEW ARMOR PLATE FOR FULL PENETRATION

PLATE. ARMOR PLATE TO BE BENT TO A 15'-5†" RADIUS @ PLATE CENTERLINE.

CONTRACTOR TO INSTALL NEW ARMOR PLATE 10"xƒ" TO EXISTING ARMOR 5.

NEW ARMOR PLATE AND PATCH PLATE MATERIAL SHALL BE ASTM A36.4.

WORK LIMITS.

EXISTING FILLER PLATES WHERE CRACKED WELDS WERE GROUND OUT WITHIN THE

INSTALL NEW Š" FILLET WELD TO RECONNECT EXISTING ARMOR PLATE TO 3.

WELDING ELECTRODE SHALL BE E70182.

WELDING TO BE IN ACCORDANCE WITH AWS D1.1 (LATEST EDITION).1.

GENERAL NOTES:

G

M E

Y E

R

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDESQ

S K -8 .d g n

-J

U L -2

:2

0.083334:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

W

W N -1

-B -8

A N

S

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

W A

T E

R W

A Y S

IG

N I

N S

T A

L L

A T

IN

C E

N T L

D E

C A

R L

O

CERTIFIED FINAL DOCUMENTS

J

U L

Y

45°

20° 20°

1'

13'-6" 13'-6"

NEW LADDER AND

GRAB BAR, SEE REF

DWG O-LDA-37/8.1

FOR FABRICATION

AND INSTALLATION

DETAILS

NEW INSPECTION HOLE, 6" DIA SCH

80 (PVC) PIPE W/PLUG (NPS), 4

REQUIRED PER CELL

PER CELL

W/PLUG (NPS), 4 REQUIRED

DIA SCH 80 (PVC) PIPE

NEW INSPECTION HOLE, 6"

FOUNDATION

CENTERED IN CONCRETE

NEW "DANGER..." SIGN

FOUNDATION

CENTERED IN CONCRETE

NEW "WARNING..." SIGN

ANCHORAGE DETAIL ON SK-4

LEVELING NUTS. SEE

STEEL ANCHOR BOLTS AND

REUSE EXISTING STAINLESS

EXISTING ARRIVAL POINT SIGN.

SALVAGE AND REINSTALL

PER CELL

POSTS, 2 REQUIRED

REINSTALL CHECK

SALVAGE AND

CELL

REQUIRED PER

POSTS, 2

REINSTALL CHECK

SALVAGE AND

PILE TO REMAIN

WITHIN SHEET

EXISTING LADDER

PERIMETER

SLOP „"/FT TO CELL

CONCRETE HIGH POINT,

T Y

P , E

X C

E P

T

" R

A D

IU

HOOK BELOW

EXISTING LINE

T Y

P , E

X C

E P

T

" R

A D

IU

PERIMETER

SLOP „"/FT TO CELL

CONCRETE HIGH POINT,

SK-9

Q U

G

M E

Y E

R

SCALE: …"=1'-0"

(CELL 1 UPSTREAM - AS SHOWN)

PLAN

SCALE: …"=1'-0"

(CELL 2 UPSTREAM - AS SHOWN)

PLAN

SLOPE TO DRAIN

„"/FT

SLOPE TO DRAIN

„"/FT

0 2' 4' 6'

SCALE: …"=1'

O R

IN

G C

E L L S

P L

A N

S

L A

E

R

IV

E

R

IV

E

L A

E

F L

O W

F L

T

T E

D

R

B U

R S

T Y

N O

W

IC

Z

DETAIL ON SK-4.

CAPACITY. REFER TO ANCHORAGE

ANCHORS AND ADHESIVE REACH 100%

BE PROVIDED BY CONTRACTOR) UNTIL

SIGNS SHALL BE BRACED (BRACING TO 1.

NOTE:

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

F

IL

E N

A M

E

P L

O T D

A T

E

A

B

C

D

E

F

G

H4TSDESQ

S K -9 .d g n

-J

U L -2

:2

0.083334:1

P

IT

T S

B U

R G

H D

IS

T R

IC

T

W

W N -1

-B -8

A N

S

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

O H

IO

R

IV

E R B

A S

IN

D A

S H

IE

L D

S L

O C

K S A

N D D

A M

W A

T E

R W

A Y S

IG

N I

N S

T A

L L

A T

IN

C E

N T L

D E

C A

R L

O

CERTIFIED FINAL DOCUMENTS

J

U L

Y