Revised_Attachment_02_-_Plans_dated_31_August_2017.pdf

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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-37/5.1

ELEVATIONS

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

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

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

NOTES AND PLAN SITEGENERAL

NOTES AND ELEVATION - FRAMES SUPPORTSIGN

DETAILS - FRAMES SUPPORTSIGN

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CERTIFIED FINAL DOCUMENTS

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

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

12 JULY 2017

12 JULY 2017

12 JULY 2017

MOORING CELL 1 - DEMOLITION PLAN AND SECTIONS

MOORING CELL 1 - REINFORCEMENT PLANS AND SECTION

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BANK EDGE

TYP20

0'-

0"

T Y

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CELL

MOORING

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GENERAL SITE PLAN

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0 500' 1000'

SCALE: 1"=500'

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WORK LIMITS

CONTRACTOR

SCALE: 1"=100'

CONTRACTOR WORK LIMITS

LC

LEGEND:

200'0 100'

SCALE: 1"=100'

N.T.S

CELL 1 - 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:

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DWG 37/5.1

CELL #1, SEE REF

Warning

Dam Ahead

Submerged

Warning

Dam Ahead

Submerged

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LEETSDALE INDUSTRIAL PARK

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NORMAL U.P. = 692.0

A

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ON TOP OF CELL

AND DAYMARK 12.2

GEORGE ZERR LIGHT

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Warning

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Submerged

Warning

Dam Ahead

Submerged

Arrival Point

22'-4"

(TYP)

W12X40

LLV

L3X2X•

8'-2"

6'-0"

6'-0"6'-0"

(TYP)

WT5X15

B (TYP)

BASE PLATE

SEE NOTE 7

DAYMARKER,

SIGN

OUTLINE OF

6'-0"

(TYP)

W6X15

L3X2X• LLV

WT5X15

A (TYP)

BASE PLATE

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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:

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CERTIFIED FINAL DOCUMENTS

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"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

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BASE PLATE

BASE PLATE

GROUT UNDER

PLACE NON-SHRINK

PLATE

•" GUSSET

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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'

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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:

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SK-3

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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..."

SIGN

9.00" 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

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

M

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REINSTALLATION, TYP

POSTS FOR

SALVAGE CHECK

CELL 1 ONLY

REMOVE LADDER ON

REGION 2

REGION 1 &

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SCALE: ‚"=1'

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LEGEND:

REGION 1 - 1'-0" REMOVAL

REGION 2 - 2'-6" REMOVAL

B

SECTION

SCALE: ‚"=1'-0"

A

SECTION

SCALE: •"=1'-0"

SLOPE

„"/FT

SLOPE

„"/FT

A

B

2' 4'0 1'

SCALE: •"=1'

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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

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SCALE: ‚"=1'-0"

(CELL 1 UPSTREAM - AS SHOWN)

MOORING CELL DEMOLITION PLAN

EL 714.0 - CELL 1

EL 714.0 - CELL 1

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6'-0"

C L

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#9@12"

R E

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R E

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#9@12

R#6@10"

1'-0"

#9@12"2'-6"

#9@12

R E

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R E

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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

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#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,

Q U

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A

SECTION

SCALE: •"=1'-0"

2' 4'0 1'

SCALE: •"=1'

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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

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

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

M O

O R

IN

G C

E L L

SCALE: ‚"=1'-0"

(CELL 1 UPSTREAM - AS SHOWN)

COMBINED REINFORCEMENT PLAN SCALE: ‚"=1'-0"

(CELL 1 UPSTREAM - AS SHOWN)

REGION 1 REINFORCEMENT PLAN

SCALE: ‚"=1'-0"

(CELL 1 UPSTREAM - AS SHOWN)

REGION 2 REINFORCEMENT PLAN

EL 714.0 - CELL 1

SK-6-A

A

A

A

A

D R

A W

IN

G R

E V

IS

E D P

E R A

M E

N D

M E

.D

/3

/1

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 -A .d g n

-A

U G -2

:1

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

20°

1'

13'-6"

DETAILS

AND INSTALLATION

FOR FABRICATION

DWG O-LDA-37/8.1

GRAB BAR, SEE REF

NEW LADDER AND

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

PERIMETER

SLOP „"/FT TO CELL

CONCRETE HIGH POINT,

T Y

P , E

X C

E P

T

" R

A D

IU

O

HOOK BELOW

EXISTING LINE

REQUIRED

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

NEW INSPECTION HOLE, 6" DIA SCH

POSTS, 2 REQUIRED

REINSTALL CHECK

SALVAGE AND

Q U

IN

G

M E

Y E

R

SCALE: …"=1'-0"

(CELL 1 UPSTREAM - AS SHOWN)

PLAN

SLOPE TO DRAIN

„"/FT

0 2' 4' 6'

SCALE: …"=1'

P

A N

L A

E

R

IV

E F

L

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:

M O

O R

IN

G C

E L L

A

SK-9-A

D R

A W

IN

G R

E V

IS

E D P

E R A

M E

N D

M E

.D

/3

/1

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 -A .d g n

-A

U G -2

:1

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