A.01.13_Plans.pdf

PDF 18 MB Posted Jul 9, 2018

Attached to: Anchorage Repairs at Winfield Locks and Dam, Red House, WV
Solicitation number: W91237-18-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District Huntington

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Bid_Abstract_for_W9123718B0006.DOCX	DOCX document	Aug 10, 2018
Questions_and_Answers.pdf	PDF	Aug 1, 2018
A.01.13_Plans_REV_01.pdf	PDF	Aug 1, 2018
W9123718B0006-0001.pdf	PDF	Aug 1, 2018
A.01.13_Specifications.pdf	PDF	Jul 9, 2018
W9123718B0006.pdf	PDF	Jul 9, 2018

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

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE HUNTINGTON DISTRICT

Construction Division Chief, Engineering & August W. Martin P.E.

US ARMY CORPS

OF ENGINEERS

HUNTINGTON DISTRICT

RED HOUSE, WEST VIRGINIA

KANAWHA RIVER

WINFIELD LOCKS AND DAM MAY 2018

UPPER LAND WALL LEAF

EMBEDDED ANCHORAGE REPAIRS

SOLICITATION NO. W91237-18-B-0006

CERTIFIED FINAL DOCUMENTS - RTA

PROJECT NUMBER: 114125 FY18

WORK AREA

O H I O

RIVERHOCKING

RIVE

C O A L

E R

S A

N D

K A

N A

W H

S C

T O

E R

LAKE

BEECH FORK

LAKE

YATESVILLE

G U

Y A

N D

O T

T E

E R

O H

E R

LAKE

DEER CREEK

OLIVE HILL

RUSSELL

ASHLAND

CHILLICOTHE

PT. PLEASANT

HUNTINGTON

NEW BOSTON

PORTSMOUTH

MARIETTA

WAYNE

M A S O N

C A B E L L

L I N C O L N

B O O N E

K A N A W H AP U T M A N

J A C K S O N

W I R T

W O O D

S C I O T O

P I K E

R O S S

P I C K A W A Y

L A W R E N C E

J A C K S O N

V I N T O N

G A L L I A

M E I G S

A T H E N S

W A S H I N G T O NH O C K I N G

M O R G A N

C A R T E R

G R E E N U P

B O Y D

E L L I O T T

L A W R E N C E

LOCKS & DAM

WINFIELD

CHARLESTON

LOCATION MAP

GENERAL NOTES:

SCALE: N.T.S.

ANCHORAGE FRAME.

ELEVATIONS WHEN INSTALLING THE NEW

RE-ESTABLISH THESE LOCATIONS AND

THE UPPER LAND WALL MITER GATE LEAF AND

EXISTING GUDGEON PIN AND CONNECTING PIN OF

CURRENT LOCATIONS AND ELEVATIONS OF THE

THE CONTRACTOR SHALL DOCUMENT THE 3.

DISPOSED OF IN A TIMELY MANNER.

PROPERTYH OF THE CONTRACTOR AND BE

DISCARDED MATERIAL SHALL BECOME THE 2.

UPPER CLOSURE.

ACTIVITIES USING THE EMERGENCY GATE AS THE

COULD REMAIN IN OPERATION DURING PHASE 2

INOPERABLE. HOWEVER, THE LOCK CHAMBER

SECURED IN THE RECESS POSITION AND

UPPER LAND WALL MITER GATE LEAF TO BE

NORMALLY. PHASE 2 ACTIVITIES REQUIRE THE

WITH THE LOCK CONTINUING TO OPERATE

CONSTRUCTION THAT MAY BE ACCOMPLISHED

REFERENCE TO PHASE I REFERS TO 1.

DRAWINGS.

CONTRACT DRAWINGS AND APPROVED SHOP

SHALL BE ALLOWED UNLESS SHOWN ON THE

NO WELDING OR TACKING ON THE ANCHORAGES 6.

SHALL BE FILLED WITH NON-SHRINK GROUT.

SHALL BE REMOVED AND THE RESULTING HOLE

EXISTING OR NEW CONCRETE FOR CONSTRUCTION

TEMPORARY ANCHOR BOLTS ATTACHED TO THE 5.

TO THE GOVERNMENT.

REPLACED BY THE CONTRACTOR AT NO COST

CONSTRUCTION SHALL BE REPAIRED OR

EXISTING PROJECT FEATURES CAUSED DURING

CONSTRUCTION EQUIPMENT. DAMAGE TO NEW OR

BE PROTECTED TO PREVENT DAMAGE FROM

NEW AND EXISTING PROJECT FEATURES SHALL 4.

DRAWING INDEX

AERIAL VIEW

R-011

R-010

R-009

R-008

R-007

R-006

R-005

R-004

R-003

R-002

R-001

S-806

S-805

S-804

S-803

S-802

S-801

S-709

S-708

S-707

S-706

S-705

S-704

S-703

S-702

S-701

S-002

S-001

G-001

REFERENCE MITER GATE, TOP ANCHOR ASSEMBLY & RECESS GRATING

REFERENCE MISCELLANEOUS METALS, RAILING DETAILS

REFERENCE MISCELLANEOUS METALS RECESS COVERS & RAILINGS, PLAN - LAND WALL NO. 2

REFERENCE MISCELLANEOUS REINFORCING STEEL, MITER GATE ANCHOR DETAILS

REFERENCE MISCELLANEOUS DETAILS, CULVERT BULKHEAD RECESSES

REFERENCE MISCELLANEOUS DETAILS, CULVERT VALVE & BULKHEADS - LAYOUT

REFERENCE MISCELLANEOUS DETAILS, MITER GATE RECESS DETAILS

REFERENCE MISCELLANEOUS DETAILS, MITER GATE & MACHINERY RECESSES

REFERENCE LAND WALL MONOLITHS L-27 THRU L-28

REFERENCE LAND WALL MONOLITHS L-27 THRU L-30

REFERENCE MONOLITH LAYOUT

LOWER POOL, DURATION CURVES, SEPTEMBER - DECEMBER

LOWER POOL, DURATION CURVES, MAY - AUGUST

LOWER POOL, DURATION CURVES, JANUARY - APRIL

UPPER POOL, DURATION CURVES, SEPTEMBER - DECEMBER

UPPER POOL, DURATION CURVES, MAY - AUGUST

UPPER POOL, DURATION CURVES, JANUARY - APRIL

ANCHORAGE FRAME CONTROL DIMENSIONS

GRATING SUPPORT FRAMING, DETAILS & SECTIONS

GRATING & SUPPORT FRAMING, DETAIL, PLAN & SECTIONS

NOT USED

MONOLITH L-27, ANCHORAGE FRAME INSTALL, PLAN & SECTIONS

BAR ANCHOR DETAILS

ANCHORAGE FRAME, PLAN, DETAIL & SECTIONS

MONOLITH L-27, BAR ANCHOR HOLES & CONCRETE EXCAVATION

MONOLITH L-27, PLAN & SECTION

CONSTRUCTION SEQUENCE

SITE PLAN, CONTRACTOR WORK LIMITS

LOCATION MAP, AERIAL VIEW, DRAWING INDEX & GENERAL NOTES

G-001 2 29

W P :d m s \0

-W

-E

A R -1

-2

-G

-0 .d g n

H E

C X

A C

/2 lr h -n e ta p p \c a d a p p s \a p p s \l rh w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v c o lo r.

p e n lr h -n e ta p p \c a d a p p s \a p p s \l rh w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ c o lo r.

tb l

-J

U N -2

-W

-E

A R -1

-2

-G

-0 .d g n

A W

G I

N D

E X

L O

C A

N M

A P

A E

L V

K A

N A

W H

A R

E R

L D L

O C

K S A

N D D

A M

E L E

A N

O R

W V

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

C L

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

H U

N T

G T

O N

W E

S T V

A N

S I

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

NRCP

EL.

S L

O P

1/ F

PARKI

LOT

MAI

NT.

REA

S L O P E

HARBOR

AREA

' R

VIS

ITORS

OVERLOOK

LIN

FENCE

0" C

HAIN

EL.

R K

E A

S L O P E

A R

R K

E A

BUIL

DIN

OPERATIO

0+0

ROAD

SLID

ING

GATE

EL.

3.4

PAVEMENT

CROWN

PAD

CRANE

FILTER CLOTH

PRIME COAT

6" PERF. PIPE

24"

RANDOM

FILL

AGGREGATE

AASHTO M43 NO. 57

40.0'

WEARING COURSE

1" BITUMINOUS CONC.

BASE COURSE

2" BITMINOUS CONC.

4" GRADE 1 AGGREGATE

4" GRADE NO. 57 AGGREGATE

14.5'

1/8" SLOPE

EL. 573.41

PAVEMENT CROWN

NOT TO SCALE

80.0'

1/8"/FT SLOPE

6" PERF. PIPE 24" NRCP

PLAN

A C

C E

MONOLITH

NOT TO SCALE SECTION

N.T.S.

DETAIL

0'-

'-0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

3 29

W P :d m s \0

-W

-E

A R -1

-2

S -0

.d g n

H E

C X

A C

/2 lr h -n e ta p p \c a d a p p s \a p p s \l rh w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n lr h -n e ta p p \c a d a p p s \a p p s \l rh w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb

-J

U N -2

S T

E P

L A

K A

N A

W H

A R

E R

E L E

A N

O R

W V

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

A N

S I

C O

N T

R A

C T

O R W

O R

K L

NOTES:

CWL - CONTRACTOR WORK LIMITS.1.

-W

-E

A R -1

-2

S -0

L D L

O C

K S A

N D D

A M

S-001

C L

W -1

-B -0

E C -D

ANCHORS

BAR

HOLES FOR

6•" DIA.

"MITER" LINKAGE

EL. 568.5

EXCAVATE TO

GRATING

EXISTING

DRILLING LAYOUT

2 3

4 5

6 7

PHASE I - CONCRETE EXCAVATION BAR ANCHOR INSTALLATION

PHASE II - CONCRETE EXCAVATION ANCHOR FRAME INSTALLATION

TOP ANCHORAGE INSTALLATION GRATING LAYOUT

4 29

W P :d m s \0

-W

-E

A R -1

-2

S -0

.d g n

H E

C X

A C

-J

U N -2

NOTES:

BAR ANCHORS

2‚" DIA. MCP III

EL. 568.04

EXCAVATE TO

EL. 568.04

EXCAVATE TO

FRAME

NEW ANCHORAGE

"MITER" LINKAGE GRATING

NEW

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

E L E

A N

O R

W V

K A

N A

W H

A R

E R

A N

S I

-W

-E

A R -1

-2

S -0

N S

T R

U C

N S

E Q

U E

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

A M

S-002

C L

LOCK WALL.

TOP OF GRATING PANELS AND RECESS ANGLES SHALL BE FLUSH WITH THE TOP OF THE C.

SHEET S-706 PROVIDES SUGGESTED PANEL DIMENSIONS AND ORIENTATION.B.

S-708.

FOR LIMITS OF CONCRETE REMOVAL FOR GRATING SUPPORTS REFER TO SHEETS S-707 & A.

GRATING INSTALLATION:7.

LINKAGE TO SET THE QUOIN OPENING BACK TO ITS ORIGINAL VALUE.

WITH GATE LEAF IN THE RECESSED POSITION ADJUST THE SLEEVE NUT OF THE MITER E.

MEASURE DISTANCE BETWEEN QUOIN BLOCKS.D.

POSITION.

COORDINATE WITH LOCK PERSONNEL TO SWING UPPER LAND WALL GATE LEAF TO MITER C.

UNSECURE AND UNPIN UPPER LAND WALL MITER GATE LEAF.B.

INSTALL "MITER" LINKAGE.A.

TOP ANCHORAGE INSTALLATION:6.

INSTALL PROTECTIVE CAPS ON BAR ANCHORS.E.

INDICATED LOCK-OFF LOAD AND LOCK-OFF.

INSTALL BEARING PLATE AND NUT ON EACH BAR ANCHOR. PRESTRESS THE BARS TO THE D.

AND THE CONCRETE SURFACE.

GROUT BENEATH BASE PLATE TO OBTAIN 100% BEARING BETWEEN THE ANCHORAGE FRAME C.

CONNECTING PIN.

FRAME IN PLACE TO RE-ESTABLISH THE ORIGINAL LOCATION OF THE HOLE FOR THE

USING THE SURVEY DATA FROM THE INITIAL SURVEY LOCATE AND SECURE THE ANCHORAGE B.

THREAD ANCHORAGE FRAME ONTO PROJECTING BAR ANCHORS.A.

ANCHORAGE FRAME INSTALLATION:5.

CONCRETE EXCAVATION.

PORTIONS OF EXISTING EMBEDDED ANCHOR FRAMES WILL BE CUT AND REMOVED WITH THE E.

EXCAVATION AS SHOWN TO ELEVATION INDICATED.D.

REMOVE TOP ANCHORAGE "MITER" LINKAGE.C.

COORDINATE WITH LOCK PERSONNEL TO RELIEVE PRESSURE ON HYDRAULIC CYLINDER.B.

SECURE AND PIN THE UPPER LAND WALL MITER GATE LEAF IN THE RECESSED POSTION.A.

PHASE II CONCRETE EXCAVATION:4.

PROOF LOAD EACH BAR ANCHOR TO THE MAX TEST LOAD INDICATED.F.

REMAINING BAR ANCHORS.

AFTER SUCESSFUL PERFORMANCE TEST AND GOVERNMENT ACCEPTANCE, INSTALL AND GROUT E.

PERFORMANCE TEST THE FIRST BAR ANCHOR INSTALLED TO THE MAX TEST LOAD INDICATED.D.

CURE GROUT TO 5000 PSI COMPRESSIVE STRENGTH.C.

SET AND GROUT BAR ANCHORS IN ONE STAGE.B.

THE BAR ANCHORS MAY BE INSTALLED AND GROUTED IN ANY SEQUENCE.A.

BAR ANCHOR INSTALLATION:3.

EXCAVATION AS SHOWN TO ELEVATION INDICATED.A.

PHASE I CONCRETE EXCAVATION:2.

BAR ANCHOR HOLES MAY BE DRILLED BEFORE OR AFTER PHASE 1 CONCRETE EXCAVATION.A.

DRILLING FOR BAR ANCHORS:1.

LEAF FOR STEPS 4, 5 & 6.

LOCK OPERATION MAY BE PERFORMED WITHOUT THE USE OF THE UPPER LAND WALL MITER GATE

IN THE SEQUENCE OUTLINED BELOW, LOCK OPERATION MAY BE CONTINUED FOR STEPS 1 THRU 3.

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

PIPE TRENCH

CULVERT

RECESS

MACHINERY

MITER GATE

THE RECESSED POSITION

MITER GATE LEAF IN

UPPER LAND WALL

MITER GATE RECESS

EMBEDDED ANCHORAGE

PIPE TRENCH FINISH GRADE

6" GUTTER

HIGH STRENGTH CONCRETE

EL. 526.33

EL. 528.0

EL. 513.0

CULVERT

HANDRAIL (TYP.)

MITER GATE RECESS

ANCHORAGE

EMBEDDED

EXISTING

SCALE: ‰" = 1'-0"

C L

T L

SCALE: ‰" = 1'-0"

A SECTION

S-701 5 29

W P :d m s \0

-W

-E

A R -1

-2

-S -7

.d g n

H E

C X

A C

-J

U N -2

CONSTRUCTION PHOTOGRAPH 0 4' 8'

SCALE: ‰" = 1'-0"

12'

S T

SHOWN FOR CLARITY.

TOP ANCHORAGE NOT

MITER GATE LEAF &

** NOTE:

S-702

PLAN - L27

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

E L E

A N

O R

W V

K A

N A

W H

A R

E R

M O

N O

H L -2

P L

A N S

E C

A N

-W

-E

A R -1

-2

-S -7

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

A M

C L

EL. 573.00

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

HOLE (TYP.) TO EL. 546.65

6•" DIA. BAR ANCHOR

1'- 11"

2'- 4"

1'- 11"

ANCHORAGE

CL. EXISTING

ANCHORAGE

CL. EXISTING

2'- 4"

TOP OF WALL

ANCHOR HOLES

6•" DIA. BAR

FRAME TO BE REMOVED

EXISTING ANCHORAGE

TOP PORTION OF

TOP OF WALL

2'-11 "2

2'-2

2'-11 7"

TO EL. 568.5

EXCAVATED

2'- 1"

NEW ANCHORAGE FRAME

BE MAINTAINED WITH THE

ANCHORAGE FRAME MUST

OF EXISTING HOLE IN

LOCATION AND ELEVATION

1'- 2"

CL. PIN HOLE

N C

R E

T E E

X C

A V

A T

B A

R A

N C

H O

R H

O L E

S-702 6 29

W P :d m s \0

-W

-E

A R -1

-2

-S -7

.d g n

H E

C X

A C

-J

U N -2

ANCHOR HOLES

SECTION SECTION

CL.

PHASE 1 - CONCRETE EXCAVATION PHASE 2 - CONCRETE EXCAVATION

REMOVED.

AND "MITER" LINKAGE

SECURED IN RECESS

AFTER GATE LEAF

** NOTE:

EL. 568.04

EL. 567.37

EL. 568.04

EL. 567.37

EL. 568.5

HANDRAIL NOT SHOWN.

** NOTE:

A B

NOTES:

S-701 SCALE: …" = 1'-0"

1 DETAIL

0 1' 2' 4'

SCALE: …" = 1'-0"

ANCHORAGE NOT SHOWN.

PORTION OF EXISTING

HANDRAIL AND EMBEDDED

** NOTE:

ANCHORAGE NOT SHOWN.

PORTION OF EXISTING

HANDRAIL AND EMBEDDED

** NOTE:

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

E L E

A N

O R

W V

K A

N A

W H

A R

E R

M O

N O

H L -2

-W

-E

A R -1

-2

-S -7

S I

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

A M

C L

THE HYDRAULIC PRESSURE RELEASED FROM THE OPERATING STRUT.

THE SECOND SHALL BE WITH THE LEAF IN THE RECESSED POSITION AND B.

UNMATED WITH THE OTHER LEAF.

FIRST POSITION SHALL BE WITH THE LEAF IN THE "MITERED" POSITION A.

POSITIONS.

PERFORMED WITH THE UPPER LAND WALL MITER GATE LEAF IN TWO DIFFERENT

RAILS AND UTILITIES IN THE AFFECTED AREA. THIS SURVEY SHALL BE

EMBEDDED ANCHORAGE FRAME, GUDGEON PIN AND LOCATIONS OF THE HAND

THE "MITER" LINKAGE, THE EXACT LOCATION OF THE PIN HOLE IN THE EXISTING

PERFORMED WHICH WILL DOCUMENT THE ELEVATION OF THE CENTERLINE OF

PRIOR TO INITIATING CONCRETE REMOVAL AN INITIAL FIELD SURVEY SHALL BE 3.

CENTERLINE ELEVATION WITHIN 24 HOURS IN ORDER TO PROVIDE GUIDANCE.

THAN THAT ASSUMED, THE GOVERNMENT SHALL BE NOTIFIED OF THE ACTUAL

IF THE CENTERLINE OF THE "MITER" LINKAGE IS DETERMINED TO BE OTHER 2.

ELEVATION EL. 569.948 FOR THE CENTERLINE OF THE "MITER" LINKAGE.

ALL EXCAVATION ELEVATIONS ON THIS DRAWING ARE BASED ON AN ASSUMED 1.

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

1'-3"

1'-4"

2'-8"

3" "2

2'-1

5'-0"

5'-8"

(TYP.)

Y P

7.874" -.000

+.007

9.000" -.0030

+.0042

(TYP.)

Y P

1'-8"1'-8"1'-8" 1'-8"

3•" BEARING PL. (FCM)

2'-6""2

1'-9

2'-2

4'-6"

1'-3"2'-0"

3" PIN PL. (FCM)

7'-9"

2"x6" STIFFENER PL. (TYP.)

3"x8" SHEAR LUG

RELIEVING

ASSEMBLY AND STRESS

LINE BORE IN SHOP AFTER

CL. 9.000 DIA.

TYP. (4 REQ'D)

DIA. LEVELING BOLT

DRILL & TAP FOR 1"

TYP. (4 REQ'D)

1" DIA. LEVELING BOLT

1" PL.

(TYP.)

WELDING COMPLETED

CJP WELD WHEN

JOINT SHALL BE 100%

(TYP.)

GRIND WELDS FLUSH

2" PL. (FCM)

1" PL.

DIA. HOLES

CL. 3•"

SEE DETAIL

PIN SLEEVE

7.5" -.000

+.007

INSTALLED (IN SHOP)

LINE BORE AFTER

DRILL AND TAP FOR

Y P

INSTALLED IN FIELD

ANCHORAGE FRAME

FINAL LINE BORE AFTER

3'-3"

1'-

(TYP.)

2" DIA.

TYP. SEE NOTE 17.

CAP SCREWS 1•" DEEP

5"2

3" 2'-0" 1'-7"

(TYP.)

1‚" STIFF.

1‚" STIFFENER

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

SCALE: •" = 1'-0"

ANCHORAGE PLAN

SCALE: •" = 1'-0"

A SECTION

SCALE: •" = 1'-0"

B VIEW

R 2"

TYP.

DETAIL - PIN SLEEVE

LN3 FIT WITH PIN PLATE.

SLEEVE SHALL HAVE AN

** NOTE:

NOTES:

SCALE: 1''=1'-0''

1' 6" 0 1' 2'

0 1' 2' 4'

SCALE: •" = 1'-0"

-A-

0.005

S-703 7 29

W P :d m s \0

-W

-E

A R -1

-2

-S -7

.d g n

H E

C X

A C

-J

U N -2

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

E L E

A N

O R

W V

K A

N A

W H

A R

E R

A N

C H

O R

A G

E F

R A

M E

P L

A N

D E

T A

E C

N S

+.0018

-.0000

-W

-E

A R -1

-2

-S -7

S I

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

A M

0 6" 1' 2'

SCALE: 1- •" = 1'-0"

SCALE: 1•" = 1'-0"

ASTM A-519 GRADE 4140 NORMALIZED

SCALE: •" = 1'-0"

C SECTION

TYP.

U.T. 100%

C.J.P.

SCALE: 1" = 1'-0"

1 DETAIL

TYP.

100%

U.T.

TYP.

100%

U.T.

-2

TYP.

100%

M.T.

TYP.

100% U.T.

CJP

TYP.

100% U.T.

CJP

TYP.

100% U.T.

CJP

TYP.

100% M.T.

C L

3"R

** CAP SCREW HOLES NOT SHOWN FOR CLARITY **

INSTALLED.

ATTACHING LINE BORING EQUIPMENT IN FIELD. EACH SCREW

17.

COMPLETE JOINT PENETRATION - CJP.16.

FRACTURE CRITICAL MEMBER - (FMC).15.

NOTED OTHERWISE.

ALL UN DIMENSIONED FILLET WELDS SHALL BE ‚" UNLESS 14.

ALL WELD BACKING BARS SHALL BE REMOVED.13.

AND AT ENDS.

FILLET WELDS SHALL BE WRAPPED THROUGH COPE HOLES 12.

E7018 ELECTRODES SHALL BE USED EXCEPT AS NOTED.11.

ALL ELECTRODES SHALL BE LOW HYDROGEN.10.

CONNECTIONS UNLESS NOTED OTHERWISE.

ALL WELDS DETAILED ARE TYPICAL FOR SIMILAR 9.

ASSEMBLY TO BE STRESS RELIEVED AFTER WELDING.8.

BASE PLATE HOLE AND LEVELING BOLTS.

FABRICATOR WILL BE RESPONSIBLE FOR MATCHING THE

LEVELING BOLTS SHALL BE AT LEAST 8" LONG. 7.

SPECIFICATIONS.

SURFACES IN ACCORDANCE WITH THE CONTRACT

EXCEPT FOR PINHOLE, SANDBLAST AND PAINT ALL 6.

LOADED STRUCTURES.

INDICATED WITH ACCEPTANCE CRITERIA FOR DYNAMICALLY

INSPECTED AND NON-DESTRUCTIVELY TESTED AS

ALL COMPLETED WELDS SHALL BE 100% VISUALLY 5.

EDITION OF AWS D1.5.

WELDING SHALL BE IN ACCORDANCE WITH THE LATEST 4.

CONSTRUCTION.

THE LATEST EDITION OF THE AISC MANUAL OF STEEL

STRUCTURAL STEEL FABRICATION IS IN ACCORDANCE WITH 3.

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

AND SUPPLEMENTARY REQUIREMENT S1. SEE CONTRACT

ACCEPTANCE STANDARDS LEVEL C OF ASTM A578/A578M

EXAMINATION IN ACCORDANCE WITH THE PROCEDURES AND

SUBJECTED TO 100% STRAIGHT - BEAM ULTRASONIC

STEEL PLATE ƒ" AND OVER IN THICKNESS SHALL BE 2.

REPORTS ARE TO BE SUPPLIED.

11. FOR TEMPERATURE ZONE 2. CERTIFIED MATERIAL TEST

SHALL MEET THE REQUIREMENTS OF ASTM A709-17, TABLE

MINIMUM YIELD STRENGTH OF 50,000 PSI. TOUGHNESS

50 UNLESS NOTED OTHERWISE ON THIS DRAWING, WITH A

STRUCTURAL STEEL PLATE IS TO BE ASTM A709 GRADE 1.

(TYP.)

E C -D

W -1

-B -0

TO INSTALLING ANCHOR HEAD CAP

CUT BAR WITH BLADE AS SHOWN PRIOR

WASHER AS REQUIRED BY MANUFACTURER

ANCHOR HEAD NUT, JAM NUT AND HARDENED

GENERAL ANCHOR NOTE 6

NEW ANCHORAGE BASE SEE

HOLE IN CONCRETE

6•" DIAMETER DRILLED

GROUT

SEE SPECIFICATIONS

ENCAPSULATION PIPE,

(GRADE 150 KSI)

THREADED ASTM A722

PRE-GROUTED 2‚" DIA.

PROTECTIVE CAP GUIDE

CORRUGATED PIPE CAP

INHIBITING WAX

CORROSION

FILL WITH

MINIMUM STRENGTH GROUT WITH NON-SHRINK ADDITIVE

SYSTEMS OR EQUAL, AS REQUIRED (2"MIN.) 10,000 PSI

AS MANUFACTURED BY SIKA CONCRETE RESTORATION

GROUT LEVELING PAD USING SIKADUR 42, GROUT-PAK

BY WILLIAMS FORM CORP. OR EQUAL

PROTECTION ANCHOR AS MANUFACTURED

PREGROUTED MCP3-MULTIPLE CORROSION

PTI RECOMMENDED ANCHOR HEAD CAP

PROCEDURE NOTE 7

ANCHORAGE INSTALLATION

WITH PLATE SEE SUGGESTED BAR

ENCAPSULATION PIPE IN CONTACT

AND DRILLED HOLE FOR ANCHOR

ENCAPSULATION PIPE O.D.

•" MINIMUM ANNULUS BETWEEN

ENCAPSULATION PIPE CENTRALIZER

4" NOM. PVC

GENERAL ANCHOR NOTES

ELEVATION 541.65

BOTTOM OF HOLE

SCALE: NOT TO SCALE

TYPICAL 2‚" BAR ANCHOR DETAIL

OF RECESS

BOTTOM

H O

N G

CORROSION INHIBITING WAX

FILL ANCHOR ANNULUS WITH

C H

O R

F U

N G

T H

M A

U M

G R

O U

O X

A T

R E

S S

N G ƒ

P O

A T

N G

ANCHOR LOADS (KIPS)

ALIGNMENT DESIGN LOCK-OFF

37 368.0 429 490

MAX. TEST

SUGGESTED BAR ANCHOR INSTALLATION PROCEDURE

ANCHOR BARS SHALL BE PROOF LOADED TO 80% FPU AT THE FACTORY.8.

FOR LOCATION OF BAR ANCHORS, SEE DRAWINGS S-702.7.

TEST LOAD, LOCK OFF LOAD, DESIGN LOAD AND ALIGNMENT LOAD SHALL BE AS SHOWN ON THIS SHEET.6.

WITH THE SPECIFICATIONS.

ANY TEMPORARY PLATFORMS NECESSARY TO INSTALL THE ANCHORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE 5.

CENTRALIZERS IN ACCORDANCE WITH THE SPECIFICATIONS.

THE O.D. OF THE PRE-GROUTED ANCHOR AND THE I.D. OF THE BORE HOLE. THE CONTRACTOR SHALL PROVIDE BAR

BAR CENTRALIZERS ARE NOT SHOWN ON THE DETAILS. BAR CENTRALIZERS SHALL PROVIDE A 1/2" MINIMUM ANNULUS BETWEEN 4.

FOR DISPOSAL OF THE DRILL CUTTINGS, SEE SPECIFICATIONS.3.

THE RECESS BOTTOM ELEVATION.

REQUIRED BY THE SPECIFICATIONS. THE ANCHOR LENGTHS SHOWN ON THE DRAWINGS DO NOT ACCOUNT FOR LENGTHS ABOVE

THE CONTRACTOR SHALL INCLUDE ON THE DESIGN SUBMITTAL ALL CALCULATIONS, SHOP DRAWINGS AND MATERIALS AS

REPRESENTATIVE FOR APPROVAL, THE DESIGN OF THE ANCHORAGE INCLUDING THE ANCHOR, ANCHOR HEAD, NUT AND WASHER.

PRIOR TO INSTALLING OF AN ANCHOR, THE CONTRACTOR SHALL DESIGN AND SUBMIT TO THE CONTRACTING OFFICER'S 2.

HOLE ALIGNMENT WITHIN THE REQUIRED DRILLING TOLERANCES.

OFFICER'S REPRESENTATIVE FOR APPROVAL, AN ANCHOR INSTALLATION PLAN WHICH ADDRESSES MAINTAINING AND MONITORING

FOR DRILLING TOLERANCES, SEE SPECIFICATIONS. PRIOR TO DRILLING, THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING 1.

S-704 8 29

W P :d m s \0

-W

-E

A R -1

-2

-S -7

.d g n

H E

C X

A C

-J

U N -2

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

J J

E L E

A N

O R

W V

K A

N A

W H

A R

E R

L U

F F

B A

R A

N C

H O

R D

E T

-W

-E

A R -1

-2

-S -7

S I

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

ANCHORS IN ACCORDANCE WITH THE SPECIFICATIONS.

IDENTIFIED IN THE SPECIFICATIONS AND UPON APPROVAL OF THE CONTRACTING OFFICER, PERFORM PROOF TEST ON THE BAR

AFTER THE FULL STAGE GROUTING HAS CURED FOR A MINIMUM OF FOUR DAYS, AND HAS REACHED THE TARGET STRENGTH 12.

GROUT PAD PLUS 1#4 INCH.

TRIM ANCHOR CORRUGATION SO THAT IT PROJECTS ABOVE THE RECESS CONCRETE SURFACE BY THE THICKNESS OF THE 11.

GROUT SURFACE SHALL BE FLUSH WITH THE RECESS CONCRETE SURFACE ELEVATION.

CONDUCT FULL STAGE GROUTING IN ACCORDANCE WITH THE SPECIFICATIONS. THE FINAL ELEVATION OF THE FULL STAGE 10.

SHALL BE PROTECTED FROM STRETCHING, BENDING AND OTHER FORMS OF DAMAGE DURING INSTALLATION.

AFTER GOVERNMENT ACCEPTANCE OF THE PERFORMANCE TEST RESULTS, INSTALL REMAINING BAR ANCHORS. BAR ANCHORS 9.

THE BAR ANCHOR IN ACCORDANCE WITH THE SPECIFICATIONS.

IDENTIFIED IN THE SPECIFICATIONS AND UPON APPROVAL OF THE CONTRACTING OFFICER, PERFORM PERFORMANCE TEST ON

AFTER THE FULL STAGE GROUTING HAS CURED FOR A MINIMUM OF FOUR DAYS, AND HAS REACHED THE TARGET STRENGTH 8.

GROUT PAD PLUS ‚ INCH.

TRIM ANCHOR CORRUGATION SO THAT IT PROJECTS ABOVE THE RECESS CONCRETE SURFACE BY THE THICKNESS OF THE 7.

GROUT SURFACE SHALL BE FLUSH WITH THE RECESS CONCRETE SURFACE ELEVATION.

CONDUCT FULL STAGE GROUTING IN ACCORDANCE WITH THE SPECIFICATIONS. THE FINAL ELEVATION OF THE FULL STAGE 6.

OF DAMAGE DURING INSTALLATION.

INSTALL FIRST BAR ANCHOR IN HOLE. BAR ANCHOR SHALL BE PROTECTED FROM STRETCHING, BENDING AND OTHER FORMS 5.

GROUTING SHALL BE ATTACHED TO THE BAR ANCHOR.

PREPARE BAR ANCHORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. GROUT TUBES FOR FULL STAGE 4.

REDRILLING OPERATIONS SHALL LEAVE A PORTION OF THE PREGROUT IN PLACE AT THE BOTTOM OF THE HOLE.

PERFORM WATER TEST IN ACCORDANCE WITH THE SPECIFICATIONS. PREGROUT, REDRILL AND RETEST AS REQUIRED. 3.

FLUSH ALL CUTTINGS FROM THE HOLE.2.

THE LOCATION, ALIGNMENT, DIAMETER AND NOT BEYOND THE DEPTH AS SHOWN ON THE DRAWINGS.

ONCE THE BAR ANCHOR INSTALLATION PROCEDURE IS APPROVED, DRILL ANCHOR HOLES INTO CONCRETE AS REQUIRED AT 1.

THE SPECIFICATIONS. NO WARRANTY IS ASSOCIATED WITH THE FOLLOWING SUGGESTED PROCEDURE.

THE CONTRACTOR SHALL SELECT THE BAR ANCHOR INSTALLATION PROCEDURE AND SUBMIT IT FOR APPROVAL AS DESCRIBED IN

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

EACH CORNER)

LEVELING BOLTS (TYP.

1" DIA. x 8" LONG

GASKET

NEOPRENE

CLOSED CELL

TOP OF WALL

(TYP.)

BEARING PLATE

NUT (TYP.)

SCALE: •" = 1'-0"

PLAN

SCALE: ƒ" = 1'-0"

A SECTION

0 1' 2' 4'

SCALE: •" = 1'-0"

0 1' 2' 3'

SCALE: ƒ" = 1'-0"

S-705 9 29

W P :d m s \0

-W

-E

A R -1

-2

-S -7

.d g n

H E

C X

A C

-J

U N -2

SCALE: ƒ" = 1'-0"

B SECTION

EL. 568.50

SUGGESTED ANCHORAGE FRAME INSTALLATION PROCEDURE

-W

-E

A R -1

-2

-S -7

A N S

E C

N S

A N

C H

O R

A G

E F

R A

M E I

N S

T A

L L

M O

N O

H L -2

K A

N A

W H

A R

E R

L D L

O C

K S A

N D D

A M

E L E

A N

O R

W V

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

C L

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N T

G T

O N

W E

S T V

A N

S I

PRE-STRESSED ROCK AND SOIL ANCHORS" FOURTH EDITION, 2004.

INSTALL ANCHOR HEAD CAP AND FILL WITH CORROSION INHIBITING WAX CONFORMING TO TABLE 4-1 OF PTI "RECOMMENDATIONS FOR 8.

CUT ANCHOR BAR TO THE REQUIRED LENGTH.7.

PERFORMED ON EACH BAR ANCHOR.

AND LOCK OFF THE ANCHOR AT THE LOAD SHOWN ON SHEET S-704. A LIFT-OFF TEST, IN ACCORDANCE WITH THE SPECIFICATION, SHALL BE

RESULTS AND UPON APPROVAL OF THE CONTRACTING OFFICER. POST-TENSION THE BAR ANCHORS IN ACCORDANCE WITH THE SPECIFICATIONS

AFTER THE GROUT UNDER THE BASE PLATE HAS OBTAINED ITS SPECIFIED COMPRESSIVE STRENGTH AS VERIFIED BY COMPRESSION TEST 6.

INSTALL BEARING PLATES AND NUTS ON THE END OF THE BAR ANCHORS.5.

ANCHORS" FOURTH EDITION, 2004.

RECOMMENDED CORROSION INHIBITING WAX CONFORMING TO TABLE 4-1 OF PTI "RECOMMENDATIONS FOR PRE-STRESSED ROCK AND SOIL

FILL ANCHOR CAVITY FROM THE TOP OF THE PRE-GROUTED ANCHOR TO THE TOP SURFACE OF THE ANCHORAGE BASE PLATES WITH A PTI 4.

THE GROUT FROM FLOWING INTO THE ANCHOR CAVITY WILL NEED TO BE DEVELOPED.

PLACE GROUT BETWEEN THE ANCHORAGE BASE PLATE AND CONCRETE SURFACE TO OBTAIN FULL BASE CONTACT. A MEANS OF PREVENTING 3.

ANCHORS SHALL BE PROTECTED FROM DAMAGE DURING SETTING AND LEVEL THE ANCHORAGE FRAME.

SET AND LEVEL ANCHORAGE FRAME IN ACCORDANCE WITH THE CONTRACT PLANS AND SPECIFICATIONS. PROJECTING ENDS OF THE BAR 2.

WALL MITER GATE LEAF IN THE RECESS POSITION, REMOVE "MITER LINKAGE" AND PERFORM PHASE 2 CONCRETE EXCAVATION.

AFTER GOVERNMENT ACCEPTANCE OF THE PROOF TEST RESULTS AND WITH THE NEW ANCHORAGE FRAME ON-SITE, SECURE THE UPPER LAND 1.

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

AROUND ANGLE

1" OF GROUT BOLTS W/ LOCKNUT

STAINLESS STEEL

Œ" HOLE FOR •"

STAINLESS STEEL PIPE

XX STRONG 1•"

@ 2' SPACING TYP.

•" DIA. x 6" ANCHOR

DRILL †" HOLE FOR

AROUND ANGLE

1" OF GROUT

BOLTS W/ LOCKNUT

STAINLESS STEEL

Œ" HOLE FOR •"

@ 2' SPACING TYP.

•" DIA. x 6" ANCHOR

DRILL †" HOLE FOR

ALL AROUND

FILLET WELD

STAINLESS STEEL PIPE

XX STRONG 1•"

PIPE (EXISTING)

2"X STRONG ALUMINUM

(NEW)

W6X15

(NEW)

W6X15

(NEW)

W6X15

WASHERS FOR EACH BOLT (NEW)

WITH GALVINIZED HEX NUTS AND 2

2 - ƒ"x1ƒ" HEX HEAD CRS. BOLTS W6X15 (NEW)

GROUT (2" MAX) (NEW)

(NEW)

W6X15

(NEW)

W6X15

@ •" (NEW)

2‚"x ‰" SPACED

SERRATED ALUMINUM

WASHERS (NEW)

WITH HEX NUTS AND

CSK. HEAD CRS BOLTS

•"x1ƒ" HEX SOCKET

W6X15 (NEW)

GROUT (2" MAX) (NEW)

RAIL PANEL

EXISTING HAND

‰" SPACED @

ALUMINUM 2‚"x

WASHERS (NEW)

WITH HEX NUTS AND

CSK. HEAD CRS BOLTS

2 - •"x1ƒ" HEX SOCKET

ALUMINUM (NEW)

LS 3x2•x‚

DETAIL)

(SEE CURVED ANGLE

ALUMINUM (NEW)

LS 3•x2•x‚

MEMBERS

EXISTING

HIT-RE 500-SD EPOXY

GALVANIZED WITH HILTI

RODS •"x4" L.G., 2-ASTM THREADED

L.G. (TYP.) (NEW)

ANGLE 5x3•x…x7"

GALVANIZED STEEL

(NEW)

ALUMINUM ANGLE

L 3•x2•x‚

ANGLE (NEW)

CURVED ALUMINUM

LS 3•x2•x‚

WASHERS FOR EACH BOLT (NEW)

GALVINIZED HEX NUTS AND 2 GALVINIZED

2 - ƒ"x1ƒ" HEX HEAD CRS. BOLTS WITH

INTO EXISTING CONCRETE

WITH AN EMBEDMENT DEPTH OF 6"

USE HILTI HIT-RE 500-SD EPOXY

2 - GALV. WASHERS FOR EACH BOLT

2 - GALV. HEX NUTS AND

RODS.

2 - ƒ" DIA. x 10" LONG, ALL THREAD

HIT-RE 500-SD EPOXY

GALVANIZED WITH HILTI

•"DIA. x 4" L.G., 2-ALL THREAD RODS

INTO EXISTING CONCRETE

WITH AN EMBEDMENT DEPTH OF 6"

USE HILTI HIT-RE 500-SD EPOXY

2 - GALV. WASHERS FOR EACH BOLT

2 - GALV. HEX NUTS AND

THREAD ROD.

2 - 3#4" DIA. x 10" LONG, ALL

8 3'-6" "16

1'-4

1'-9 "4

1'-9

1'-10

"16

1'-8

"16

2'-

1'-

"16

2'-

"(U

" P

ANEL)

2'-

2'-4" (USE 28•" PANEL)

4'-5

10'-1Œ"

1'-

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

S-707 10 29

W P :d m s \0

-W

-E

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-2

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.d g n

H E

C X

A C

-J

U N -2

SCALE: •" = 1'-0"

GRATING DETAIL @ ANCHORAGE RECESS

SECTION A

EL. 573.00

EL. 568.50

W6X15'S ARE GALVANIZED.

** NOTE:

SECTION B

EL. 568.50

EL. 573.00

SCALE: 1" = 1'-0"

NOTES:

OF AWS D1.1/D1.1M, OR AWS D1.2/D1.2M.

ALL WELDING SHALL CONFORM TO THE REQUIREMENTS 6.

CONSTRUCTION.

AFTER CONCRETE REMOVAL AND PRIOR TO

ALL DIMENSIONS SHALL BE FIELD VERIFIED ON SITE 5.

THE TIME OF INSTALLATION.

AS APPROPRIATE FOR THE AMBIENT TEMPERATURES AT

C881/C881M, TYPE IV, GRADE 3, CLASS A, B OR C AND

ADHESIVE SHALL MEET THE REQUIREMENTS FOR ASTM

THE CONTRACTING OFFICER. EQUIVALENT EPOXY

ANCHORING SYSTEM OR AN EQUIVALENT APPROVED BY

SHALL BE HILTI HIT-RE 500-SD EPOXY ADHESIVE

WHERE INDICATED ON THE DRAWINGS, THE ADHESIVE

TOLERANT, AND SHALL CONTAIN A MINERAL FILLER.

EPOXY SHALL BE TWO-COMPONENT, MOISTURE 4.

PLACE BY SADDLE CLIPS.

ALL GRATING MUST BE REMOVABLE AND FIRMLY IN 3.

GALVANIZED.

GRATING SUPPORT STEEL SHALL BE HOT-DIP 2.

C881/C881M

HILTI HIT-RE 500-SD EPOXY ASTM

E70XX WELD

ASTM F1554 GR. 36ROD

ASTM A36THREADED ROD

ASTM A325FASTENER

6061-T6

ASTM B221 ALLOY ANGLE ALUMINUM

ASTM A36PLATE

ASTM A36ANGLE STEEL

ASTM A992W SHAPE STEELMATERIALS:

GRATING SUPPORT:

DRAWING.

NAAMM MBG 531 AND THE REQUIREMENTS ON THE

FABRICATION & TOLERANCES IN ACCORDANCE WITH

2" CENTER TO CENTERCROSS BAR SPACING:

0.9375" CENTER TO CENTERBEARING BAR SPACING:

2‚"x‰"BEARING BAR SIZE:

SWAG LOCKED.

SERRATED RECTANGULAR BAR TYPE:

MILL FINISH.

ASTM B221 ALLOY 6061-T6, MATERIALS:

GRATING:

MATERIALS:1.

S-

S-708

SHOWN FOR CLARITY..

GRATING PANELS NOT

** NOTE:

OUT-TO-OUT.

DIMENSIONS ARE

** NOTE:

GRATING PANELS PLAN

SHALL BE FLAT

HORIZ. SURFACE

C.J.P BOTH LEGS

G R

A T

G S

U P

P O

R T F

R A

D E

T A

L A

N S

E C

-W

-E

A R -1

-2

-S -7

A W

H A R

E R

L D L

O C

K S A

N D D

A M

E L E

A N

O R

W V

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

C L

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N T

G T

O N

W E

S T V

A N

S I

"2 15'-

11' -5

E C -D

W -1

-B -0

2" GROUT PAD

W6X15

R ƒ" (TYP.)

AROUND ANGLE

1" OF GROUT

…" THK. PL.

ALUMINUM (NEW)

LS 3•x2•x‚

LS 3x2•x‚

EACH BOLT (NEW)

GALVANIZED WASHERS FOR

HEX NUTS AND 2

BOLTS WITH GALVANIZED

2 - ƒ"x1ƒ" HEX HEAD CRS.

HIT-RE 500-SD EPOXY

GALVANIZED WITH HILTI

RODS •"x4" L.G., 2-ASTM THREADED

(NEW)

WASHERS FOR EACH BOLT

NUTS AND 2 GALVANIZED

BOLTS WITH GALVINIZED HEX

ƒ"x1ƒ" HEX HEAD CRS.

DETAIL)

(SEE CURVED ANGLE

ALUMINUM (NEW)

L 3•"x2•"x‚"

STAINLESS STEEL PIPE

XX STRONG 1•"

PL. …"x8"x8"

WASHERS

WITH HEX NUTS AND

CSK. HEAD CRS BOLTS

2 - •"x1ƒ" HEX SOCKET

TO CLEAR WEB OF W6x15)

PL. …"x6•"x7‚" (SLOT

2 GALVANIZED WASHERS

2 GALVANIZED HEX NUTS AND

THREAD ROD WITH

ƒ" DIA. x 10" LG., ALL

7" "8

1 "2

3 "4

"16

10"2

1'-

1°

3"4

"16

1'-1 "8

7'-5

9°

39.

1°

3 "

32"

"16

3"8

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

EL. 573.00

EL. 572.29

S-707

SECTION C

SCALE: 3" = 1'-0"

S-707

SECTION D

SCALE: 3" = 1'-0"

CONNECTION DETAIL

S-707

TYP.

SECTION E

SCALE: 3" = 1'-0"

SCALE: 1•" = 1'-0"

CURVED ANGLE DETAIL

T Y

T Y P

SCALE: 1 •" = 1'-0"

TYP.

GAP

SECTION F

SCALE: 1•" = 1'-0"

NOT SHOWN FOR CLARITY.

GRATING AND RAILING

** NOTE:

TYP.

T Y

TYP.

SHALLBE FLAT

HORIZ. SURFACE

C.J.P BOTH LEGS

"83

D E

T A

S S

E C

N S

S-708 11 29

W P :d m s \0

-W

-E

A R -1

-2

-S -7

.d g n

H E

C X

A C

-J

U N -2

G R

A T

G S

U P

P O

R T F

R A

K A

N A

W H

A R

E R

L D L

O C

K S A

N D D

A M

E L E

A N

O R

W V

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

C L

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N T

G T

O N

W E

S T V

A N

-W

-E

A R -1

-2

-S -7

W -1

-B -0

E C -D

D1C1

D2C2

OF HOLE OF HOLE

E F

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

PLAN

ELEVATION

CONTROL DIMENSIONS

DIMENSIONS

VALUE

A1 A2 B1 B2 C1 C2 D1 D2 E F

NOTES:

CONTROL DIMENSIONS.

PRIOR TO PAINTING RECORD AND SUBMIT THE

AFTER FABRICATION AND STRESS RELIEVING BUT 1.

CLCL

CL CL

CLCL

CL OF HOLE

N O

C O

N T

R O

L D

E N

N S

S-709 12 29

W P :d m s \0

-W

-E

A R -1

-2

-S -7

.d g n

H E

C X

A C

-J

U N -2

-W

-E

A R -1

-2

-S -7

A W

H A R

E R

L D L

O C

K S A

N D D

A M

E L E

A N

O R

W V

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

C H

O R

A G

E F

R A

M E

C L

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N T

G T

O N

W E

S T V

A N

E C -D

W -1

-B -0

S-801 13 29

W P :d m s \0

-W

-E

A R -1

-2

-S -8

.d g n

H E

C X

A C

-J

U N -2

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

E L E

A N

O R

W V

K A

N A

W H

A R

E R

D U

R A

N C

U R

-W

-E

A R -1

-2

-S -8

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

A M

U P

P E

R P

O O

J A

N U

A R

Y A

NOTES:

GAGE DATUM IS EL. 548.00.4.

NORMAL UPPER POOL IS EL. 566.00.3.

STAGE DURATION FROM 1 JANUARY 1990 TO 11 FEBRUARY 2015.2.

DATA IS PROVIDED FOR INFORMATION PURPOSES ONLY.1.

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

S-802 14 29

W P :d m s \0

-W

-E

A R -1

-2

-S -8

.d g n

H E

C X

A C

-J

U N -2

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

E L E

A N

O R

W V

K A

N A

W H

A R

E R

D U

R A

N C

U R

-W

-E

A R -1

-2

-S -8

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

A M

U P

P E

R P

O O

M A

Y A

U G

NOTES:

GAGE DATUM IS EL. 548.00.4.

NORMAL UPPER POOL IS EL. 566.00.3.

STAGE DURATION FROM 1 JANUARY 1990 TO 11 FEBRUARY 2015.2.

DATA IS PROVIDED FOR INFORMATION PURPOSES ONLY.1.

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

S-803 15 29

W P :d m s \0

-W

-E

A R -1

-2

-S -8

.d g n

H E

C X

A C

-J

U N -2

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

E L E

A N

O R

W V

K A

N A

W H

A R

E R

D U

R A

N C

U R

-W

-E

A R -1

-2

-S -8

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

A M

U P

P E

R P

O O

S E

P T

E M

B E

R D

E C

E M

NOTES:

GAGE DATUM IS EL. 548.00.4.

NORMAL UPPER POOL IS EL. 566.00.3.

STAGE DURATION FROM 1 JANUARY 1990 TO 11 FEBRUARY 2015.2.

DATA IS PROVIDED FOR INFORMATION PURPOSES ONLY.1.

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

S-804 16 29

W P :d m s \0

-W

-E

A R -1

-2

-S -8

.d g n

H E

C X

A C

-J

U N -2

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

E L E

A N

O R

W V

K A

N A

W H

A R

E R

D U

R A

N C

U R

-W

-E

A R -1

-2

-S -8

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

A M

L O

W E

R P

O O

J A

N U

A R

Y A

NOTES:

GAGE DATUM IS EL. 529.004.

NORMAL LOWER POOL IS EL. 538.00.3.

STAGE DURATION FORM 1 OCTOBER 1984 TO 11 FEBRUARY 2015.2.

DATA IS PROVIDED FOR INFORMATION PURPOSES ONLY.1.

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

S-805 17 29

W P :d m s \0

-W

-E

A R -1

-2

-S -8

.d g n

H E

C X

A C

-J

U N -2

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

E L E

A N

O R

W V

K A

N A

W H

A R

E R

D U

R A

N C

U R

-W

-E

A R -1

-2

-S -8

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

A M

L O

W E

R P

M A

Y A

U G

U S

NOTES:

GAGE DATUM IS EL. 529.004.

NORMAL LOWER POOL IS EL. 538.00.3.

STAGE DURATION FORM 1 OCTOBER 1984 TO 11 FEBRUARY 2015.2.

DATA IS PROVIDED FOR INFORMATION PURPOSES ONLY.1.

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

S-806 18 29

W P :d m s \0

-W

-E

A R -1

-2

-S -8

.d g n

H E

C X

A C

-J

U N -2

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

D A

A B

E L E

A N

O R

W V

K A

N A

W H

A R

E R

D U

R A

N C

U R

-W

-E

A R -1

-2

-S -8

B E

D D

E D A

N C

H O

R A

G E R

E P

L D L

O C

K S A

N D D

A M

L O

W E

R P

O O

S E

P T

E M

B E

R D

E C

E M

NOTES:

GAGE DATUM IS EL. 529.004.

NORMAL LOWER POOL IS EL. 538.00.3.

STAGE DURATION FORM 1 OCTOBER 1984 TO 11 FEBRUARY 2015.2.

DATA IS PROVIDED FOR INFORMATION PURPOSES ONLY.1.

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

R-001 19 29

W P :d m s \0

-W

-E

A R -1

-2

-R -0

.d g n

H E

C X

A C

-J

U N -2

-W

-E

A R -1

-2

-R -0

R I

N F

O R

M A

N O

N L

M O

N O

H L

A Y

O U

K A

N A

W H

A R

E R

L D L

O C

K S A

N D D

A M

E L E

A N

O R

W V

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

C L

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N T

G T

O N

W E

S T V

A N

S I

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

FOR INFORMATION ONLY

R-002 20 29

W P :d m s \0

-W

-E

A R -1

-2

-R -0

.d g n

H E

C X

A C

-J

U N -2

-W

-E

A R -1

-2

-R -0

R I

N F

O R

M A

N O

N L

M O

N O

H S L -2

H R

U L -3

L A

N D W

A L L

K A

N A

W H

A R

E R

L D L

O C

K S A

N D D

A M

E L E

A N

O R

W V

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

C L

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N T

G T

O N

W E

S T V

A N

S I

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

FOR INFORMATION ONLY R-003

21 29

W P :d m s \0

-W

-E

A R -1

-2

-R -0

.d g n

H E

C X

A C

-J

U N -2

-W

-E

A R -1

-2

-R -0

R I

N F

O R

M A

N O

N L

M O

N O

H S L -2

H R

U L -2

L A

N D W

A L L

K A

N A

W H

A R

E R

L D L

O C

K S A

N D D

A M

E L E

A N

O R

W V

E M

B E

D D

E D A

N C

H O

R A

G E R

E P

C L

H U

N T

G T

O N D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N T

G T

O N

W E

S T V

A N

S I

E C -D

W -1

-B -0

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

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

SHEET OF

®of Engineers

US Army Corps

Huntington District

R-004 22 29

W P :d m s \0

-W

-E

A R -1

-2

-R -0

.d g n

H E

C X

A C

-J

U N -2

-W

-E

A R -1

-2

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IDENTIFICATION

SHEET

D A

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SHEET OF

®of Engineers

US Army Corps

Huntington District

R-005 23 29

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IDENTIFICATION

SHEET

D A

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SHEET OF

®of Engineers

US Army Corps

Huntington District

R-006 24 29

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IDENTIFICATION

SHEET

D A

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SHEET OF

®of Engineers

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Huntington District

R-007 25 29

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IDENTIFICATION

SHEET

D A

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SHEET OF

®of Engineers

US Army Corps

Huntington District

R-008 26 29

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IDENTIFICATION

SHEET

D A

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A P

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SHEET OF

®of Engineers

US Army Corps

Huntington District

FOR INFORMATION ONLY R-009

27 29

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C X

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