A02_L27_Tie-Down_Lift-Off_TestingDrawings.pdf

PDF 46 MB Posted Aug 24, 2018

Attached to: Anchor Lift-Off Testing - Lock 27 Federal contract opportunity
Solicitation number: W912P918T0036
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

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Anchor Lift-off Testing Drawings

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File	Type	Posted
A22_amendment_0002.pdf	PDF	Sep 7, 2018
A22_amendment_0001.pdf	PDF	Sep 5, 2018
A02_L27LiftOffTestingSpecs.pdf	PDF	Aug 24, 2018
A22__solicitation.pdf	PDF	Aug 24, 2018

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N o

A N

S I

G-002

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T L

O U

T R

S T L

O U

S O

U R I

M -L

M -8

G -0

.d g n

M O

E L L E

R P .E

H O

B B

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R A

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C K

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-D

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T -O

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P I

4. XXXXX

3. XXXXX

2. XXXXX

1. XXXXX

4. XXXXX

3. XXXXX

2. XXXXX

1. XXXXX

DRAWING/DETAIL LOCATION DESIGNATION

L1 LOUVER TYPE SYMBOL

DRAWING/DETAIL TITLE

DRAWING NAME

1/8" = 1' 0"

(DRAWN) SHOWN

DRAWING/DETAIL LIMITS

DETAIL DESIGNATION

DESIGNATION

SECTION/DETAIL LOCATION DESIGNATION

SECTION/DETAIL

DESIGNATION

EXTERIOR ELEVATION

DESIGNATION

INTERIOR ELEVATION### ##

ROOM NAME

ROOM NUMBER

BREAK LINE, MATERIAL

COLUMN REFERENCE

TO CONTINUE

REVISION CLOUD

NORTH ARROW

ELEVATION TARGET

REVISION DESIGNATION

ROOM INDENTIFIER

ELEVATION/DETAIL LOCATION DESIGNATION

DETAIL LOCATION DESIGNATION

MATCH LINE

SIMILAR, OR OPPOSITE HAND

SCALE

SHEET NUMBER DESIGNATION WHERE

REF ##/#-###

FOR CONTINUATION

X-XXX

(DRAWN) SHOWN

SHEET NUMBER DESIGNATION WHERE

NOT USED ON SHEET

SLOPE

HIGH POINT ROOF

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

FIRST REFERENCED

SHEET NUMBER DESIGNATION WHERE

LEVEL

0'-00"

GRANULAR FILL

CONCRETE

EARTH

STEEL

STONE

CMU

PRECAST CONCRETE

CAST STONE OR

SOLID SURFACE MATERIAL

BRICK

INDICATES TRUE NORTH

INDICATES PLAN NORTH

ROOM

NAME

WATER MAINWM

WOODWD

WIDTHW

UNDERGROUNDUGND

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TOP AND BOTTOMT&B

STAINLESS STEELSST

SPECIFICATIONSSPEC

SIMILARSIM

SANITARYSAN

RIVERWARDR/W

OPPOSITE HANDOH

OUTSIDE FACEOF

ON CENTEROC

NUMBERNO

NEAR FACENF

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LANDWARDL/W

LONGLG

INSIDE FACEIF

HEIGHTHT

HOLLOW METALHM

INSTALLED

GOVERNMENT FURNISHED, CONTRACTOR GFCI

GALVANIZEDGALV

FLARED END SECTIONFES

FLOOR DRAIN FD

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

ELEVATIONEL

EXPANSION JOINTEJ

EACH FACEEF

DRAWINGDWG

DIAMETERDIA

CONTRACTING OFFICERS REPRESENTATIVECOR

CONCRETECONC

CLEAN OUTCO

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CONSTRUCTION JOINTCJ

CLEARCLR

CURB & GUTTERC&G

CENTER LINEC/L

BOTTOMBOT

BITUMINOUSBITUM

ALUMINUMALUM

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

ABOVE FINISH FLOORAFF

GENERAL SYMBOLS MATERIAL SYMBOLS ABBREVIATIONS GENERAL NOTES

NORTH

PLAN

KEYNOTE

W J

J U

L Y

G E

N E

R A

L S

Y M

B O

L S

A B

B R

E V

N S

A N

D N

O T

E S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

ELEV=438.79

E=2292865.21

N=741090.45

FND. BRASS DISC

BM1

ELEV=452.66

E=2292713.73

N=740841.39

CM-01

ELEV=452.08

E=2292318.82

N=740147.08

CM-02

ELEV=440.63

EAST=2292672.87

NORTH=740757.54

FND. ALUM. DISC

OC2

ELEV.=435.37

2291644.90

741042.30

FND. ALUM. DISC

CR8

GRAVEL ROAD

ALONG LEVEE TO W. CHAIN OF ROCKS RD.

LAND ACCESS APPROX. 4.5 MILES

2. ELEVATIONS ARE BASED ON NGVD 29 "LEGACY" VERTICAL CONTROLS.

1. HORIZONTAL COORDINATES ARE BASED ON NAD 83 COORDINATE SYSTEM.

NOTES:

ELEV=439.56

EAST=2292663.54

NORTH=740744.27

FND. BRASS DISC

BM3

WITH ROCK ANCHORS

EXIST. EAST GRADE BEAM

PC-08 & PC-08C

PIEZOMETER

PC-09 & PC-09C

PIEZOMETER

WITH ROCK ANCHORS

EXIST. WESTGRADE BEAM

SPOIL AREA

TEMPORARY ACCESS ROAD

SCALE: 1"=60'

60' 120'

MAINTENANCE BUILDINGS

RIPRAP

WEST CONTROL HOUSE

EAST CONTROL HOUSE

LOCK NO. 27

3E 4E 5E 6E 7E 8E 9E 10E 11E 12E 13E 14E 15E 16E 17E 18E 19E 20E 21E 22E 23E 24E 25E 26E 27E 28E 29E 30E 31E 32E 33E 34E 35E 36E 37E 38E 39E

6W5W4W 7W 8W 9W 10W 11W 12W 13W 14W 15W 16W 17W

AUXILARY LOCK CHAMBER

MAIN LOCK CHAMBER

EXIST. CONCRETE DITCH

RIPRAP DITCH

EXIST. GROUTED

3W2W1W

ESPLANADE

EXIST. EAST

RIPRAP DITCH

EXIST. GROUTED

18W 20W 21W 22W 19W

40E 41E 42E

43E

OVERALL SITE PLAN

APPROX. 1000'

MAIN GATE

. 20TH ST.

ALONG W. 20TH ST.

CONTRACTOR PARKING

STAGING AREA

CONTRACTOR TRAILER &

CONSTRUCTION LIMIT

60'

SPOIL AREA

ACCESS ROAD LIMITS

CONSTRUCTION LIMIT

ACCESS ROAD LIMITS

RIPRAP

60'

STAGING AREA LIMITS

A N

S I

C-101

S T

A G

G A

R E

A S

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T L

O U

T R

S T L

O U

S O

U R I

-L

M -8

C -1

.d g n

M O

E L L E

R P

H O

B B

S P

E C

O V

E R

A L L S

E P

L A

N A

C K

S N

-D

O W

N L

T -O

F F T

E S

P I

ESPLANADE AREA

EXIST. CORBELS

W J

J U

L Y

EAST LOCK WALL

WEST LOCK WALL

INTERMEDIATE LOCK WALL

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

430 430

435 435

435 435 440 440

440 440

RIPRAP

428.7

A N

S I

S-400

U P

S T

R E

A M E

N D

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T L

O U

T R

S T L

O U

S O

U R I

M O

E L L E

R P

H O

B B

S P

E C

L O

C K

S N

-D

O W

N L

T -O

F F T

E S

P I

C K

S P

L A

UPSTREAM PLAN

M A

T C

H L

S -4

FLOW

E3-2

4E-3

5E-3 6E-2

6E-7

7E-4

7E-7

8E-2

8E-5

9E-2

9E-5

10E-3

10E-7

11E-2

12E-2 13E-2 14E-2

15E-4

16E-3 17E-4 19E-1

20E-2

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

T E

S T A

N C

H O

R L

O C

A T

N S

H E

E T O

MAIN LOCK

AUXILIARY LOCK

M -L

M -8

S -4

.d g n

NORTH

PLAN

W J

J U

L Y

0 30' 60'SCALE: 1" = 30'

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

MONO

10E

MONO

11E

MONO

12E

MONO

13E

MONO

14E

MONO

15E

MONO

16E

MONO

17E

MONO

18E

MONO

19E

MONO

20E

MONO

10I

MONO

11I

MONO

12I

MONO

13I

MONO

14I

MONO

15I

MONO

16I

MONO

17I

MONO

18I

MONO

19I

MONO

20I

MONO

10W

MONO

11W

MONO

12W

MONO

13W

MONO

14W

MONO

15W

MONO

A N

S I

S-401

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T L

O U

T R

S T L

O U

S O

U R I

M O

E L L E

R P

H O

B B

S P

E C

D O

W N

S T

R E

A M E

N D

L O

C K

S N

-D

O W

N L

T -O

F F T

E S

P I

C K

S P

L A

DOWNSTREAM PLAN

M A

T C

H L

S -4

FLOW

16W-3 17W-3 17W-8

22E-3 23E-3 24E-4 26E-2 27E-4 29E-2 30E-3 31E-3 32E-3 33E-4 35E-3 36E-3 38E-1 39E-221E-4 34E-4

T E

S T A

N C

H O

R L

O C

A T

N S

H E

E T O

2-M

7-M

12-M

17-M

22-M

2-A

7-A

12-A

17-A

22-A

MAIN LOCK

AUXILIARY LOCK

LOWER CROSS-OVER SILL

M -L

M -8

S -4

.d g n

NORTH

PLAN

W J

J U

L Y

0 30' 60'SCALE: 1" = 30'

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

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U M

B E

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B M

T E

D B

P L

O T S

C A

L E

P L

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A T

D A

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M A

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D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

20E

MONO

21E

MONO

22E

MONO

23E

MONO

24E

MONO

25E

MONO

26E

MONO

27E

MONO

28E

MONO

29E

MONO

30E

MONO

31E

MONO

32E

MONO

33E

MONO

34E

MONO

35E

MONO

36E

MONO

37E

MONO

38E

MONO

39E

MONO

40E

MONO

41E

MONO

42E

MONO

43E

MONO

20I

MONO

21I

MONO

22I

MONO

23I

MONO

24I

MONO

25I

MONO

26I

MONO

27I

MONO

28I

MONO

29I

MONO

30I

MONO

31I

MONO

32I

MONO

33I

MONO

34I

MONO

35I

MONO

36I

MONO

37I

MONO

38I

MONO

39I

MONO

40I

MONO

41I

MONO

16W

MONO

17W

MONO

18W

MONO

19W

MONO

20W

MONO

21W

MONO

22W

MONO

A N

S I

S-402

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T L

O U

T R

S T L

O U

S O

U R I

M O

E L L E

R P

H O

B B

S P

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L O

C K

S N

-D

O W

N L

T -O

F F T

E S

P I

-L

M -8

S -4

.d g n

W J

J U

L Y

(O .D

(I .D

(TYP)

" DIA. HOLE4

116 - 1

22.5°

RUBBER GASKET

" THK. BUNA16

RING GASKET DETAIL - TYPE 1, 2, 3 AND 4 ANCHORS

(TYP)

" DIA. HOLE16

RUBBER GASKET

" THK. x 8.0" O.D. NEOPRENE4

RING GASKET DETAIL - TYPE A AND B ANCHORS

C E

L L

A N

E O

U S D

E T

" = 1'2

1SCALE: 1 1' 2'0 6" " = 1'3SCALE: 0 3" 6" 9" 12"

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

M-LM-82_G-001

M-LM-82_G-002

M-LM-82_C-101

M-LM-82_S-400PLN

M-LM-82_S-401PLN

M-LM-82_S-402

M-LM-82_S-601TBL

M-LM-82_S-602TBL

M-LM-82_R-001

M-LM-82_R-002

M-LM-82_R-003

M-LM-82_R-004

M-LM-82_R-005

M-LM-82_R-006

M-LM-82_R-007

M-LM-82_R-008

M-LM-82_R-009

M-LM-82_R-010

M-LM-82_R-011

M-LM-82_R-012

M-LM-82_R-013

M-LM-82_R-014

M-LM-82_R-015

M-LM-82_R-016

M-LM-82_R-017

M-LM-82_R-018

M-LM-82_R-019

M-LM-82_R-020

M-LM-82_R-021

M-LM-82_R-022

M-LM-82_R-023

M-LM-82_R-024

M-LM-82_R-025

M-LM-82_R-026

M-LM-82_R-027

M-LM-82_R-028

M-LM-82_R-029

M-LM-82_R-030

M-LM-82_R-031

File details come from the government source that posted it.