Amendment_0003_KI1_&_KI2_1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

Herbert Hoover Dike Rehabilitation, Structure Replacements,S-265 (KI-2) and S-266 (KI-1) Reconstruction, Okeechobee County, Florida

This Amendment is being issued to DELETE, REPLACE and ADD drawings to S-266 (KI-1) and S-266 (KI-2 ). Please see attached Continuation Sheet for complete details.

The Proposal due date remains 21 June 2017 @ 3:00 PM EST.

All other conditions remain unchanged.

SF 30 CONTINUATION SHEET

Herbert Hoover Dike Rehabilitation Structure Replacements S-265 (KI-2) and S-266 (KI-1) Reconstruction, Okeechobee County, FLORIDA

W912EP-17-R-0006 2 Amendment 0003

SUMMARY OF CHANGES

1. SPECIFICATIONS:

A. In some Volume 1 sections, asterisks appear before and after the line or lines where revisions have been made to the text, and pertain only to changes made by this amendment. In some cases, replacement clauses are attached to this amendment.

B. In Volume 2 sections, the text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this amendment. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

Changes to Specifications:

Volume 1 of 2 – Contract Documents:

N/A

Volume 2 of 2 – Technical Specifications:

N/A

2. DRAWINGS:

S-266 (KI-1) RECONSTRUCTION

DELETE Drawing No. G-01 and REPLACE with the attached revised Drawing No. G-01.

DELETE Drawing No. C-14 and REPLACE with the attached revised Drawing No. C-14.

ADD new Drawing No. C-23.

S-266 (KI-2 RECONSTRUCTION

DELETE Drawing No. G-01 and REPLACE with the attached revised Drawing No. G-01.

DELETE Drawing No. C-14 and REPLACE with the attached revised Drawing No. C-14.

ADD new Drawing No. C-22.

(End of Summary of Changes)

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D R

A W

IN

G D

A T

E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I1 P la n s \0

G e n e ra l\

G -0

A m e n d m e n t

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

/2

/2

J A

N

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N

W E

P -1

-R -0

INDEX TO DRAWINGS

TITLE

GENERAL

DWG NODWG NO DWG NO TITLE

HERBERT HOOVER DIKE REHABILITATION

STRUCTURE REPLACEMENT

S-266 (KI-1) RECONSTRUCTION

G-01 INDEX TO DRAWINGS

G-02 ABBREVIATIONS AND REFERENCE SYMBOLOGY

G-03 SITE ACCESS, CONTROL MARKERS, VICINITY AND LOCATION MAPS

G-04

CIVIL

SURVEY

V-01

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

PHASE I - COFFERDAM PLAN

PHASE I - COFFERDAM CONTOUR PLAN

PHASE I - COFFERDAM CROSS SECTIONS

PHASE I - COFFERDAM ARMORING PLAN AND SECTIONS

PHASE II - EXCAVATION PLAN

PHASE II - EXCAVATION CONTOUR PLAN

PHASE II - EXCAVATION SEEPAGE PROTECTION PLAN

PHASE III - STRUCTURE INSTALLATION PLAN

PHASE III - STRUCTURE INSTALLATION CROSS SECTIONS

PHASE III - STRUCTURE INSTALLATION DETAILS - DRAINAGE

PHASE IV - EMBANKMENT RECONSTRUCTION PLAN

PHASE IV - CHANNEL RECONSTUCTION CROSS SECTIONS

PHASE IV - EMBANKMENT RECONSTRUCTION CONTOUR PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION SURFACING PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS

STRUCTURAL

S-01

S-02

S-03

S-04

S-05

S-06

S-07

S-08

S-09

S-10

S-11

S-12

S-13

S-14

S-15

S-16

S-17

S-18

GENERAL NOTES

HEADWALL ELEVATIONS

S-19

S-20

S-21

S-22

S-23

S-24

S-25

S-26

S-27

S-28

S-29

S-30

S-31

S-33

S-34

S-35

S-36

S-37

S-38

S-39

S-40

S-41

S-42

S-43

S-44

S-45

S-46

S-48

S-47

S-49

S-50

S-51

S-52

S-53

S-54

S-55

S-56

S-57

S-58

S-59

S-60

S-61

SIGN DETAILS

S-62

LAKESIDE WINGWALL

LANDSIDE WINGWALL

BULKHEAD SLOT DETAILS AND METAL FABRICATIONS

BULKHEAD SILL AND ARMOUR DETAILS

LANDSIDE HEADWALL FIXTURES

HEADWALL ACCESSORIES

MISCELLANEOUS CONCRETE DETAILS

TYPICAL HANDRAIL DETAILS

TYPICAL HANDRAIL DETAILS

RUNG LADDER AND FALL PROTECTION ANCHOR DETAILS

VERTICAL LADDERS AND SHIP LADDER DETAILS

REMOVEABLE FALL PRROTECTION COVERS

RESOURCE

R-01

R-02

R-03

R-04

HP_CULVERT_SHEET_1_DO_451-29414

HP_CULVERT_SHEET_2_DO_451-29414

HP_CULVERT_SHEET_3_DO_451-29414

HP_CULVERT_SHEET_4_DO_451-29414

S-32

LANDSIDE HEADWALL - RAILING PLAN AND ELEVATION

LAKESIDE HEADWALL - FOUNDATION SECTIONS AND DETAILS

LAKESIDE HEADWALL - PLAN EL 5.15 AND EL 17.5

LANDSIDE HEADWALL - FOUNDATION PLAN AND SECTIONS

LANDSIDE HEADWALL - FOUNDATION SECTIONS AND DETAILS

LANDSIDE HEADWALL - PLAN EL 5.15 AND EL 20.4

LANDSIDE HEADWALL - PLAN EL 25.0

LANDSIDE HEADWALL - SECTIONS

LANDSIDE HEADWALL - SECTIONS

LANDSIDE HEADWALL - SECTIONS

OUTLET CONDUIT - CONCRETE ENCASEMENT CONSTRUCTION SEQUENCE

LAKESIDE HEADWALL - REINFORCEMENT

LAKESIDE HEADWALL - REINFORCEMENT

LAKESIDE HEADWALL - REINFORCEMENT

LAKESIDE HEADWALL - REINFORCEMENT

LAKESIDE HEADWALL - REINFORCEMENT

LANDSIDE HEADWALL - REINFORCEMENT

LANDSIDE HEADWALL - REINFORCEMENT

LANDSIDE HEADWALL - REINFORCEMENT

LANDSIDE HEADWALL - REINFORCEMENT

LANDSIDE HEADWALL - REINFORCEMENT

OUTLET CONDUIT - CULVERT REINFORCEMENT

LANDSIDE HEADWALL - SCOUR CUTOFF WALLS

LAKESIDE WINGWALL - REINFORCEMENT

LANDSIDE WINGWALL - REINFORCEMENT

TYPICAL DETAILS - MANATEE SCREEN DETAILS AND PARTS

84" x 84" COMBINATION GATE - GATE ASSEMBLY ELEVATION AND SECTIONS

DUAL LEAF GATE - GATE ASSEMBLY ELEVATION AND SECTIONS

84" x 84" COMBINATION GATE - GATE ASSEMBLY ELEVATION AND SECTIONS

84" x 84" COMBINATION GATE - FRAME ASSEMBLY ELEVATION AND WALL THIMBLE

84" x 84" COMBINATION GATE - FRAME ASSEMBLY ELEVATION AND SECTIONS

84" x 84" COMBINATION GATE - SLIDE GATE ASSEMBLY ELEVATION AND SECTIONS

84" x 84" COMBINATION GATE - SLIDE GATE ASSEMBLY ELEVATION AND SECTIONS

84" x 84" COMBINATION GATE - FLAP GATE ASSEMBLY

84" x 84" COMBINATION GATE - FLAP GATE PIVOT ARM ASSEMBLY

TYPICAL CONTROL BUILDING - PLAN AND SECTIONS

S-63

STRUCTURAL CONT. MECHANICAL

M-01

M-02

M-03

STILLING WELL PLANS AND ELEVATIONS

STILLING WELL SECTIONS AND DETAILS

ELECTRICAL

E-01

E-02

E-03

E-04

E-05

E-06

E-07

E-08

E-09

E-10

E-11

E-12

E-15

E-14

E-13

TELECOMMUNICATIONS

T-01

T-02

T-03

T-04

T-05

T-06

T-07

T-08

T-09

T-10

T-11

STRUCTURAL ELECTRICAL PLAN, SHEET 1

STRUCTURAL ELECTRICAL PLAN, SHEET 2

ELECTRICAL DETAILS, SHEET 1

ELECTRICAL DETAILS, SHEET 2

ELECTRICAL DETAILS, SHEET 3

LANDSIDE CONTROL SCHEMATIC, SHEET 1

LANDSIDE CONTROL SCHEMATIC, SHEET 2

LEGEND AND SYMBOLS

SUTRON SYSTEM MONITORING DIAGRAM

SUTRON SYSTEM COMPONENTS

SUTRON PANEL WIRING DIAGRAM, SHEET 1

SUTRON PANEL WIRING DIAGRAM, SHEET 2

SOLAR PANEL INSTALLATION DETAIL

INCLINOMETER DETAILS

RTU RADIO BRACKET

SOLAR PANEL WIRING DIAGRAM, SHEET 3

INCLINOMETER INSTALLATION DETAIL

ANTENNA POLE DETAILS

SURVEY PLAN

PHASE IV - CHANNEL RECONSTRUCTION PLAN

C-18

C-19

C-20

C-21

PHASE IV - WORKBENCH RECONSTRUCTION PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 1 - FENCE

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 2 - FENCE

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 3 - FENCE

H H

D R

C R

K I1 -G

I0 .d g n

C .D .R

W .A .C

J .R .W

IN

D

E X O

F D

R A

W

IN

G S

G E

N E

R A

L

G-01

OUTLET CONDUIT - CONCRETE ENCASEMENT

GENERAL PLAN

GENERAL PROFILE

LAKESIDE HEADWALL - SCOUR CUTOFF WALLS

LAKESIDE HEADWALL FIXTURES

LAKESIDE HEADWALL - RAILING PLAN AND ELEVATION

LAKESIDE HEADWALL - FOUNDATION PLAN AND SECTIONS

LAKESIDE HEADWALL - PLAN EL 25.0

LAKESIDE HEADWALL - SECTIONS

LAKESIDE HEADWALL - SECTIONS

LAKESIDE HEADWALL - SECTIONS

TYPICAL DETAILS - MANATEE SCREEN PLAN AND SECTIONS

S-64

S-65

S-66

LAKESIDE STILLING WELL INSTRUMENTATION PLATFORM - PLAN AND ELEVATION

LANDSIDE STILLING WELL INSTRUMENTATION PLATFORM - PLAN AND ELEVATION

STILLING WELL PLATFORM - SECTIONS AND DETAILS

LANDSIDE CULVERT GATE ELECTRICAL PLAN

ABBREVIATIONS AND GENERAL NOTES

LANDSIDE OPERATING PLATFORM DETAILS

LEGEND AND SYMBOLS

C-22 PHASE IV - CULVERT ABANDONMENT PLAN

UTILITY SITE PLAN

BORING LOCATIONS, WORK LIMIT, AND STAGING AREA PLAN

STILLING WELL SECTIONS AND SCHEMATIC

PHASE II - EXCAVATION SECTIONS

LAKESIDE OPERATING PLATFORM DETAILS

LAKESIDE CONTROL SCHEMATIC

CONDUIT AND CIRCUIT SCHEDULES

TITLE

C-23

A

B -8

A DEBRIS BARRIERS

T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

N

120'60'060'

-H

H D

R C

R K I1 -C

.d g n

C .D .R

W .A .C

J .R .W

P H

A S

E I

V C

A N

A L R

E C

O N

S T

R U

C T

IO

N P

L A

N

C

IV

IL

C-14

A

A L L

A

A

AA

A

A

A

T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D R

A W

IN

G D

A T

E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

$STAMP$

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I1 P la n s \0

C iv il \A m e n d m e n t

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

/2

/2

J A

N

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N

-H

H D

R C

R K I1 -X

X X

X X .d g n

J .R .W

GRAPHIC SCALES

W E

P -1

-R -0

LANDSIDE

LAKESIDE

SEE DWG. C-23

DEBRIS BARRIER

R = 200'

R = 400'

SC

-1

SC

-1

EL.=5.2

E=687149.4

N=1038501.5

EL.=5.2

E=687099.1

N=1038475.2

EL.=6.2

E=686559.4

N=1038086.3

EL.=8.2

E=686341.7

N=1037743.6

EXIST. GRADE

SEE NOTE

1:3 1:3

S

C-14

CANAL SECTION

NTS

AND TRANSITION POINTS.

TO EL. 9.2. SEE PLAN VIEW FOR ELEVATIONS

ELEVATION TRANSITIONS FROM EL. 5.2

NOTE: CANAL GRADE

EL.=MATCH TO EXISTING

E=686262.6

N=1037567.0

EL.=MATCH TO EXISTING

E=687337.6

N=1038568.0

3. SEE DRAWING C-16 FOR FINAL GRADING PLAN.

CHANNEL BECOMES OPERATIONAL.

OF EXISTING CHANNEL WILL START AT THE SAME TIME THE NEW

AND APPROVED BY THE CONTRACTING OFFICER. THE BACKFILLING

BACKFILLED UNTIL STRUCTURE AND EMBANKMENT ARE IN PLACE

2. NO PORTION OF THE LANDSIDE OR LAKESIDE CANAL WILL BE

AMERICAN VERTICAL DATUM 1988 (NAVD88).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NORTH

NOTES:

0+00

1+00

2+00

3+00

4+00

5+00

EL.=5.2

E=686599.8

N=1038115.7

1:10

1:

1:3

1:3

:3

BACKFI

LL

P

LAN

AND

DETAI

LS

SEE

DRAW

IN

G C -2

FO

R

BACKFI

LL

P

LAN

AND

DETAI

LS

SEE

DRAW

IN

G C -2

FO

R

EL.=6.2

E=686420.8

N=1037920.3

20'

EL.=7.2

E=686406.5

N=1037888.3

EL.=7.2

E=686357.4

N=1037778.8

EL.=8.2

E=686296.1

N=1037641.9

EL.=9.2

E=686283.8

N=1037614.5

TOP OF BANK

TOP OF BANK

Elev.=4.65

E=686835.2

N=1038285.2

Elev.=5.2

E=686851.4

N=1038296.9

SEE DWG C-23

DEBRIS BARRIER

Elev.=4.65

E=686652.7

N=1038153.8

Elev.=5.2

E=686636.4

N=1038142.1

E=686909.9

N=1038296.0

PILE LOCATION

E=686898.7

N=1038374.0

PILE LOCATION

E=686576.2

N=1038141.4

PILE LOCATION

E=686618.4

N=1038085.8

PILE LOCATION

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D R

A W

IN

G D

A T

E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I1 P la n s \0

C iv il \D e b ri s B a rr ie r

K I-

A m e n d m e n t

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

/2

/2

J A

N

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N

W E

P -1

-R -0

SCREEN (TYP)

INDUSTRIAL RUBBER

SST FRAME WITH

N.T.S.

N.T.S.

SECTION

SCREEN

INDUSTRIAL RUBBER

LANDSIDE DEBRIS BARRIER DETAIL

NOTES:

" DIA. SST EYE BOLT4

3/4" SST NUT AND WASHER

5"x5"x3/8" SST PLATE, WIRE ROPE CLIPS (TYP.)

TO EYEBOLTS WITH 3, 1/2" DIA.SST

" DIA. SST WIRE ROPE FASTENED2

CONNECTING LINK (TYP)

AND DOWNSTREAM FACES (TYP)

DEFLECTOR PLATE, UPSTREAM

HINGE CONNECTION (TYP)

2'-3"

10'-0"

DEBRIS SCREEN (TYP)

REFLECTIVE TAPE AND SUSPENDED

ORANGE, 10'-0"x16"x14", WITH

BARRIER FLOAT,

ALL AROUND (TYP)

RETROREFLECTIVE TAPE,

COAST GUARD APPROVED

3", WHITE, S.O.L.A.S., U.S.

2'-3"

16"

FOAM FILL

POLYSTYRENE

CLOSED CELL

C-CHANNEL

INTERNAL STEEL

HINGE CONNECTION

SST FRAME

ADDITIVES

UV INHIBITORS AND ANTI- OXIDANT

MOLDED PLASTIC SHELL WITH

ALL AROUND (TYP)

RETROREFLECTIVE TAPE,

COAST GUARD APPROVED

3", WHITE, S.O.L.A.S., U.S.

REFLECTIVE TAPE (TYP)

ORANGE, 10'-0"x16"x14", WITH

BARRIER FLOAT,

2'-3"

10'-0"

2'-3"

WIRE ROPE CLIPS (TYP.)

TO EYEBOLTS WITH 3, 1/2" DIA.SST

" DIA. SST WIRE ROPE FASTENED2

" DIA. SST EYE BOLT4

3/4" SST NUT AND WASHER

5"x5"x3/8" SST PLATE, N.T.S.

A

C-15

A

C-15

NOT SHOWN

SLOPE PROTECTION

STEEL PILE SHOE

3" (TYP.)

3" (TYP.)

STEEL PILE SHOE

NOT SHOWN

SLOPE PROTECTION

SHACKLE (TYP.)

CONNECTING

STAINLESS STEEL

LANDSIDE DEBRIS BARRIER DETAIL

SIDE SLOPE

CHANNEL

SIDE SLOPE

CHANNEL

UNLESS NOTED OTHERWISE.

11. BOLTS, WASHERS AND ALL OTHER STEEL ITEMS SHALL BE STAINLESS STEEL

10. EYE-BOLTS SHALL BE WELDLESS STAINLESS STEEL.

MINIMUM BREAKING STRENGTH OF THE WIRE ROPE.

STAINLESS STEEL OF A TYPE AND GRADE AT LEAST EQUAL IN STRENGTH TO THE

9. THIMBLES, WIRE ROPE CLAMPS, FASTENERS, AND ACCESSORIES SHALL BE

8. CABLE CLAMPS SHALL BE SUPPLIED AS PER MANUFACTURER'S RECOMMENDATIONS.

LOCATIONS.

VARIATION OF WATER STAGES AT THE LAKESIDE AND LANDSIDE

7. THE CABLE LENGTH SHALL PROVIDE ADEQUATE SLACK TO ADDRESS THE

CABLE.

6. ALL CABLE SHALL BE MINIMUM 1/2 INCH DIAMETER, STAINLESS STEEL WIRE

SECTION 31 62 19.13.

5. PROVIDE 16" DIAMETER TREATED PILE THAT CONFORMS TO SPECIFICATION

THAN THE LENGTHS SPECIFIED TO BE BELOW THE CUT-OFF ELEVATIONS.

4. PILES SHALL BE FURNISHED IN LENGTHS AT LEAST ONE FOOT GREATER

AT 2 INCHES O.C. AROUND EDGE TO PROVIDE FOR "HEADING".

EDGES AND FASTENED TO SIDE OF PILE WITH 6d STAINLESS STEEL NAILS

SHEET METAL, FORMED IN THE FIELD WITH NO SHARP OR PROTRUDING

3. THE TOPS OF ALL PILES SHALL BE CAPPED WITH 20 GAUGE STAINLESS STEEL

TO THE TIMBER PILES.

OF THE DEBRIS BARRIERS, INCLUDING DETAILS OF THE CONNECTIONS

2. CONTRACTOR SHALL SUBMIT FABRICATION AND ERECTION DRAWINGS

RECOMMENDATIONS.

FLOATING BARRIERS SHALL BE INSTALLED AS PER MANUFACTURER'S

1. DEBRIS BARRIERS SHALL BE LOCATED AS SHOWN ON DRAWING C-22

EL. 13.5

EYEBOLT EL. 15.0

CHANNEL BOTTOM EL. 5.2

EYEBOLT EL. 15.0

CHANNEL BOTTOM EL. 5.2

HIGH W.S. EL. 17.10

NORMAL W.S. EL. 14.72

LOW W.S. EL. 11.40

HIGH W.S. EL. 17.10

NORMAL W.S. EL. 14.72

LOW W.S. EL. 11.40

ONE SECTION SHALL BE SHORTER TO ACCOMODATE TOTAL LENGTH.

TOP OF PILE EL. 17.5

TIP EL. -8.5

ONE SECTION SHALL BE SHORTER TO ACCOMODATE TOTAL LENGTH.

TOP OF PILE EL. 17.5

TIP EL. -8.5

14" DIA. TIMBER PILE

14" DIA. TIMBER PILE

EL. 13.5

C .D .R

A P

R

C

IV

IL

-H

H D

R C

R K I1 -D

T S

A F .D

G N

W A

C C

D R

J R

W

A

A L L

A C-23

D E

B R

IS

B

A R

R

IE

R S

T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D R

A W

IN

G D

A T

E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

$STAMP$

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

G e n e ra l\ (A m e n d m e n t

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

G E

N E

R A

L

G-01

J A

N

J .R .W

W .A .C

C .D .R

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

INDEX TO DRAWINGS

TITLE

GENERAL

DWG NO

NEXT SECTION

DWG NO DWG NO TITLE

HERBERT HOOVER DIKE REHABILITATION

STRUCTURE REPLACEMENT

S-265 (KI-2) RECONSTRUCTION

G-01 INDEX TO DRAWINGS

IN

D

E X O

F D

R A

W

IN

G S

G-02 ABBREVIATIONS AND REFERENCE SYMBOLOGY

G-03 SITE ACCESS, CONTROL POINTS, VICINITY AND LOCATION MAPS

G-04

CIVIL

SURVEY

V-01

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

PHASE I - COFFERDAM PLAN

PHASE I - COFFERDAM CONTOUR PLAN

PHASE I - COFFERDAM CROSS SECTIONS

PHASE I - COFFERDAM ARMORING PLAN AND SECTIONS

PHASE II - EXCAVATION PLAN

PHASE II - EXCAVATION CONTOUR PLAN

PHASE II - EXCAVATION SEEPAGE PROTECTION PLAN

PHASE III - STRUCTURE INSTALLATION PLAN

PHASE III - STRUCTURE INSTALLATION CROSS SECTIONS

PHASE III - STRUCTURE INSTALLATION DETAILS - DRAINAGE

PHASE IV - EMBANKMENT RECONSTRUCTION PLAN

PHASE IV - CHANNEL AND WORKBENCH RECONSTRUCTION PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION CONTOUR PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION SURFACING PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS

STRUCTURAL

S-01

S-02

S-04

S-05

S-06

S-07

S-08 PLAN EL 25.0

S-09

S-10

S-11

S-12

S-13

S-14

S-15 PLAN EL 25.0

S-16

S-17

S-18

S-19

GENERAL NOTES

HEADWALL ELEVATIONS

FOUNDATION PLAN AND SECTIONS

FOUNDATION SECTIONS AND DETAILS

PLAN EL 8.0 AND EL 17.5

SECTIONS

SECTIONS

SECTIONS

FOUNDATION PLAN AND SECTIONS

FOUNDATION SECTIONS AND DETAILS

PLAN EL 8.0 AND EL 17.5

SECTIONS

SECTIONS

SECTIONS

CONCRETE ENCASEMENT

NEXT SECTION

S-20

S-21

S-22

S-23

S-24

S-25

S-26

S-27

S-28

S-29

S-30

S-31

S-32

S-34

S-35

S-36

S-37

S-38

S-39

S-40

S-41

S-42

S-44

S-45

S-46

S-47

S-48

S-49

S-50

S-51

S-52

S-53

S-54

S-55

S-56

S-57

S-58

S-59

S-60

S-61

S-62

SIGN DETAILSS-63

CONCRETE ENCASEMENT CONSTRUCTION SEQUENCE

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

CULVERT REINFORCEMENT

CANALSIDE WINGWALL

LANDSIDE WINGWALL

REINFORCEMENT

REINFORCEMENT

BULKHEAD SLOT DETAILS AND METAL FABRICATIONS

BULKHEAD SILL AND ARMOUR DETAILS

LANDSIDE HEADWALL FIXTURES

HEADWALL ACCESSORIES

RAILING PLAN AND ELEVATION

LANDSIDE HEADWALL RAILING PLAN AND ELEVATION

TYPICAL DETAILS MANATEE SCREEN PLAN AND SECTIONS

72"x72" COMBINATION GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

72"x72" COMBINATION GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

72"x72" COMBINATION GATE. FRAME ASSEMBLY ELEVATION AND WALL THIMBLE

72"x72" COMBINATION GATE. FRAME ASSEMBLY ELEVATION AND SECTIONS

72"x72" SLIDE GATE ASSEMBLY, ELEVATION AND SECTIONS

72"x72" COMBINATION GATE. SLIDE GATE ASSEMBLY, ELEVATION AND SECTIONS

72"x72" COMBINATION GATE. FLAP GATE ASSEMBLY

72"x72" COMBINATION GATE. FLAP GATE PIVOT ARM ASSEMBLY

TYPICAL CONTROL BUILDING

MISCELLANEOUS CONCRETE DETAILS

TYPICAL HANDRAIL DETAILS

TYPICAL HANDRAIL DETAILS

RUNG LADDER AND FALL PROTECTION ANCHOR DETAILS

VERTICAL LADDERS AND SHIP LADDER DETAILS

REMOVEABLE FALL PRROTECTION COVERS

LANDSIDE HEADWALL SCOUR CUTOFF WALLS

RESOURCE

R-01

R-02

R-03

R-04

HP_CULVERT_SHEET_1_DO_451-29414

HP_CULVERT_SHEET_2_DO_451-29414

HP_CULVERT_SHEET_3_DO_451-29414

HP_CULVERT_SHEET_4_DO_451-29414

S-33 CANALSIDE HEADWALL SCOUR CUTOFF WALLS

CANALSIDE HEADWALL FIXTURES

CANALSIDE HEADWALL RAILING PLAN AND ELEVATION

S-03

GENERAL PLAN

GENERAL PROFILE

S-43

DUAL LEAF GATE. GATE ASSEMBLY ELEVATION AND SECTION

C-18

C-19

C-20

C-21 PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 3 - FENCE

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 2 - FENCE

PHASE IV - EMBANKMENT RECONSTRUCTION DETAILS 1 - FENCE

MECHANICAL

M-01

M-02

M-03

MECHANICAL

ELECTRICAL

E-01

E-02

E-03

E-04

E-05

E-06

E-07

E-08

E-09

E-10

E-11

E-12

E-14

E-13

TELECOMMUNICATIONS

T-01

T-02

T-03

T-04

T-05

T-06

T-07

T-08

T-09

T-10

T-11

STILLING WELL PLAN AND ELEVATION

STILLING WELL SECTION AND DETAILS

STILLING WELL SECTIONS AND SCHEMATIC

ABBREVIATIONS AND GENERAL NOTES

STRUCTURAL ELECTRICAL PLAN, SHEET 1

STRUCTURAL ELECTRICAL PLAN, SHEET 2

OPERATING PLATFORM DETAILS

CONTROL SCHEMATIC

CONDUIT AND CIRCUIT SCHEDULES

ELECTRICAL DETAILS, SHEET 1

ELECTRICAL DETAILS, SHEET 2

ELECTRICAL DETAILS, SHEET 3

LANDSIDE CULVERT GATE ELECTRICAL PLAN

LEGEND AND SYMBOLS

SUTRON SYSTEM MONITORING DIAGRAM

SUTRON SYSTEM COMPONETS

SUTRON PANEL WIRING DIAGRAM, SHEET 1

SUTRON PANEL, WIRING DIAGRAM, SHEET 2

SOLAR POWER PANEL WIRING DIAGRAM, SHEET 3

SOLAR POWER PANEL INSTALLATION DETAIL

ANTENNA POLE DETAILS

INCLINOMETER INSTALLATION DETAIL

INCLINOMETER DETAILS

RTU RADIO BRACKET

S-64

S-65

S-66

STILLING WELL INSTRUMRNTATION PLATFORM LAKESIDE PLAN AND ELEVATION

STILLING WELL INSTRUMRNTATION PLATFORM LANDSIDE PLAN AND ELEVATION

STILLING WELL PLATFORM SECTIONS AND DETAILS

SURVEY PLAN

PHASE II - EXCAVATION CROSS SECTIONS

PHASE IV - WORK BENCH RECONSTRUCTION PLAN

LANDSIDE CONTROL SCHEMATIC

LANDSIDE OPERATING PLATFORM DETAILS

LEGEND AND SYMBOLS

UTILITY SITE PLAN

BORING LOCATIONS, WORK LIMIT, STAGING AREA PLAN AND BY-PASS PUMPING

PHASE IV - CHANNEL RECONSTUCTION DETAIL AND SECTIONS

TITLE

C-22

AA

B -8

AA DEBRIS BARRIERS

T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

N

LANDSIDE

LAKESIDE

NOTES:

2.

1.

REPRESENTATIVE.

AND APPROVED BY THE CONTRACTING OFFICER'S

UNTIL THE STRUCTURES AND EMBANKMENT ARE IN PLACE

COFFERDAM SYSTEMS SHALL BE DEGRADED OR REMOVED

NO PORTION OF THE EXISTING LANDSIDE AND LAKESIDE

NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

SEE DWG. C-22

DEBRIS BARRIER

AA

A L L

AA

AA

AA

AA

AA

AA

T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

GRAPHIC SCALES

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D R

A W

IN

G D

A T

E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

$STAMP$

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il

A m e n d m e n t

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

J A

N

J .R .W

-H

H D

R C

R K I1 -X

X X

X X .d g n

/2

/2

W E

P -1

-R -0

WC

-1

WC

-1

VC

-1

VC

-1

:3

:3

:3

:3

:V

A R

:V

A R

:4

:6

:V

A R

:V

A R

:6

:4

1:V

AR.

:V

A R

:V

A R

:6

:4

' EL.=5.2

E=676988.2 N=1045828.5

EL.=6.2

E=676386.8 N=1045560.4

EL.=6.2

E=1045610.2 N=676496.0

UC

-1

UC

-1

EL.=7.2

E=676253.3 N=1045499.6

EL.=7.2

E=676359.5 N=1045548.0

EL.= TIE INTO EXISTING CANAL

E=1045390.7 N=676120.4

TC

-1

TC

-1

0+00

EMBANKMENT

TOE OF RECONSTUCTED

EMBANKMENT ROAD

RECONSTUCTED

-H

H D

R C

R K I1 -C

.d g n

C .D .R

W .A .C

J .R .W

R E

C O

N S

T R

U C

T

IO

N P

L A

N P

H A

S E I

V C

H A

N N

E L A

N D W

O R

K B

E N

C H

C

IV

IL

C-14

SEE DWG. C-22

DEBRIS BARRIER

EL.= 4.65

E=676624.0 N=1045668.1

EL.= 5.2

E=676605.7 N=1045660.0

E=676556.0 N=1045674.4

PILE LOCATION

E=676590.7 N=1045617.8

PILE LOCATION

EL.= 5.2

E=676848.5 N=1045767.0

EL.= 4.65

E=676830.2 N=1045758.9

E=676939.3 N=1045771.2

PILE LOCATION

E=676875.8 N=1045814.5

PILE LOCATION

EL.=5.2

E=1045647.5 N=676577.9

4+00

3+00

80'40'040'

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D R

A W

IN

G D

A T

E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

N /A

A S S

H O

W N p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

K I1 a n d S -2

K I2 S -2

K I2 P la n s \0

C iv il \D a b ri s B a rr ie r

K I-

A m e n d m e n t

A -N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

S -2

K I-

R E

C O

N S

T R

U C

T

IO

N J

O E R

W A

L L

IS

P .E

/2

/2

W E

P -1

-R -0

SCREEN (TYP)

INDUSTRIAL RUBBER

SST FRAME WITH

N.T.S.

N.T.S.

SECTION

SCREEN

INDUSTRIAL RUBBER

LAKESIDE DEBRIS BARRIER DETAIL

NOTES:

" DIA. SST EYE BOLT4

3/4" SST NUT AND WASHER

5"x5"x3/8" SST PLATE, WIRE ROPE CLIPS (TYP.)

TO EYEBOLTS WITH 3, 1/2" DIA.SST

" DIA. SST WIRE ROPE FASTENED2

CONNECTING LINK (TYP)

AND DOWNSTREAM FACES (TYP)

DEFLECTOR PLATE, UPSTREAM

HINGE CONNECTION (TYP)

2'-3"

DEBRIS SCREEN (TYP)

REFLECTIVE TAPE AND SUSPENDED

ORANGE, 10'-0"x16"x14", WITH

BARRIER FLOAT,

ALL AROUND (TYP)

RETROREFLECTIVE TAPE,

COAST GUARD APPROVED

3", WHITE, S.O.L.A.S., U.S.

2'-3"

16"

FOAM FILL

POLYSTYRENE

CLOSED CELL

C-CHANNEL

INTERNAL STEEL

HINGE CONNECTION

SST FRAME

ADDITIVES

UV INHIBITORS AND ANTI- OXIDANT

MOLDED PLASTIC SHELL WITH

ALL AROUND (TYP)

RETROREFLECTIVE TAPE,

COAST GUARD APPROVED

3", WHITE, S.O.L.A.S., U.S.

REFLECTIVE TAPE (TYP)

ORANGE, 10'-0"x16"x14", WITH

BARRIER FLOAT,

2'-3"

10'-0"

2'-3"

WIRE ROPE CLIPS (TYP.)

TO EYEBOLTS WITH 3, 1/2" DIA.SST

" DIA. SST WIRE ROPE FASTENED2

" DIA. SST EYE BOLT4

3/4" SST NUT AND WASHER

5"x5"x3/8" SST PLATE, N.T.S.

A

C-15

A

C-15

NOT SHOWN

SLOPE PROTECTION

STEEL PILE SHOE

3" (TYP.)

3" (TYP.)

STEEL PILE SHOE

NOT SHOWN

SLOPE PROTECTION

SHACKLE (TYP.)

CONNECTING

STAINLESS STEEL

LANDSIDE DEBRIS BARRIER DETAIL

SIDE SLOPE

CHANNEL

SIDE SLOPE

CHANNEL

UNLESS NOTED OTHERWISE.

11. BOLTS, WASHERS AND ALL OTHER STEEL ITEMS SHALL BE STAINLESS STEEL

10. EYE-BOLTS SHALL BE WELDLESS STAINLESS STEEL.

MINIMUM BREAKING STRENGTH OF THE WIRE ROPE.

STAINLESS STEEL OF A TYPE AND GRADE AT LEAST EQUAL IN STRENGTH TO THE

9. THIMBLES, WIRE ROPE CLAMPS, FASTENERS, AND ACCESSORIES SHALL BE

8. CABLE CLAMPS SHALL BE SUPPLIED AS PER MANUFACTURER'S RECOMMENDATIONS.

LOCATIONS.

VARIATION OF WATER STAGES AT THE LAKESIDE AND LANDSIDE

7. THE CABLE LENGTH SHALL PROVIDE ADEQUATE SLACK TO ADDRESS THE

CABLE.

6. ALL CABLE SHALL BE MINIMUM 1/2 INCH DIAMETER, STAINLESS STEEL WIRE

SECTION 31 62 19.13.

5. PROVIDE 16" DIAMETER TREATED PILE THAT CONFORMS TO SPECIFICATION

THAN THE LENGTHS SPECIFIED TO BE BELOW THE CUT-OFF ELEVATIONS.

4. PILES SHALL BE FURNISHED IN LENGTHS AT LEAST ONE FOOT GREATER

AT 2 INCHES O.C. AROUND EDGE TO PROVIDE FOR "HEADING".

EDGES AND FASTENED TO SIDE OF PILE WITH 6d STAINLESS STEEL NAILS

SHEET METAL, FORMED IN THE FIELD WITH NO SHARP OR PROTRUDING

3. THE TOPS OF ALL PILES SHALL BE CAPPED WITH 20 GAUGE STAINLESS STEEL

TO THE TIMBER PILES.

OF THE DEBRIS BARRIERS, INCLUDING DETAILS OF THE CONNECTIONS

2. CONTRACTOR SHALL SUBMIT FABRICATION AND ERECTION DRAWINGS

RECOMMENDATIONS.

FLOATING BARRIERS SHALL BE INSTALLED AS PER MANUFACTURER'S

1. DEBRIS BARRIERS SHALL BE LOCATED AS SHOWN ON DRAWING C-22

EYEBOLT EL. 15.0

EL. 13.5

CHANNEL BOTTOM EL. 5.2

CHANNEL BOTTOM EL. 5.2

EYEBOLT EL. 15.0

EL. 13.5

HIGH W.S. EL. 17.09

NORMAL W.S. EL. 14.75

LOW W.S. EL. 11.46

HIGH W.S. EL. 17.09

NORMAL W.S. EL. 14.75

LOW W.S. EL. 11.46

10'-0" *

ONE SECTION SHALL BE SHORTER TO ACCOMODATE TOTAL LENGTH.

ONE SECTION SHALL BE SHORTER TO ACCOMODATE TOTAL LENGTH.

TOP OF PILE EL. 17.5

TOP OF PILE EL. 17.5

14" DIA. TIMBER PILE

14" DIA. TIMBER PILE

TIP EL. -8.5

TIP EL. -8.5

C .D .R

A P

R

C

IV

IL

-H

H D

R C

R K I1 -D

T S

A F .D

G N

W A

C C

D R

J R

W

A

A L L

A C-22

D E

B R

IS

B

A R

R

IE

R S

T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE, FL 32207-8175