st. johns river water management district upper …dnhiggins.com/docs/ifb 28902 plans.pdfalternative...

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FOR BID PURPOSES ONLYNOT FOR CONSTRUCTION

DRAWING FILENAME:

SHEET:

DATE:

P.E. NUMBER:

CERTIFICATION:

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WILLIAM R. COTE

53746

DECEMBER 1, 2016

SITE PLAN.dwg

C1

Not to Scale

LOCATION MAP

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Project

MARION COUNTY, FLORIDA

MOSS BLUFF DAM REHABILITATIONUPPER OCKLAWAHA RIVER BASIN

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

VICINITY MAP

NO. REVISION BY APPROVEDDATE DATE

Sheet List Table

Sheet Number Sheet Title

C1 COVER SHEET

C2 SITE PLAN

C3 EROSION AND SEDIMENT CONTROL

S1 NOTE SPECIFICATIONS

S2 STRUCTURE PLAN

S3 NORTH WALL INSIDE

S4 SOUTH WALL INSIDE

S5 NORTH WALL OUTSIDE

S6 SOUTH WALL OUTSIDE

S7 CENTER PIER

S8 UPSTREAM ELEVATION & STRUCTURE SECTIONS

S9 UPSTREAM AND DOWNSTREAM WINGWALL ELEVATIONS

S10 TYPICAL CONCRETE REPAIR DETAILS

S11 UPSTREAM SAFETY BARRIER

S12 DOWNSTREAM SAFETY BARRIER

S13 PILE GROUP DETAILS

S14 STAFF GAUGES AND GATE POSITION GUIDES

S15 FENCE PLAN AND NOTES

S16 SERVICE BRIDGE FENCE

S17 PILING WALL FENCE - DOWNSTREAM

S18 CONCRETE WALL FENCE - DOWNSTREAM

S19 CONCRETE & PILING WALL FENCE - UPSTREAM

S20 FENCE DETAILS

S21 GATE MODIFICATIONS

S22 SKIMMER GATES - ELEVATIONS AND SECTIONS

S23 LOW-FLOW GATES - SECTIONS AND DETAILS

S24 CABLE DRUM HOIST

S25 LOCK STRUCTURE STAFF AND DEPTH GAUGES

S26 LOCK SECTION

PLC WRCISSUED FOR BID 12/1/1612/1/161

IFB 28902

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1 on 10

LIMITS OF RIPRAP AND BEDDING

DIRECTION OF SLOPE

RIPRAP WITH CONCRETE FILL

RATIO OF SLOPE

OR BANK PROTECTION STONE

LEGEND

SECTION SHEET NUMBER

SECTION LABEL

C3

2

C2

1

SITE PLAN

SCALE: 1" = 10'-0"

16'-0"

APPROACH APRON

FLOW

OP

ER

AT

IN

G P

LA

TF

OR

M E

L. 8

3.0

CO

NT

RA

CT

IO

N JO

IN

T

60-0"

SE

RV

IC

E B

RID

GE

1 O

N 3

8'-0"

DISCHARGE

APRON

EL. 30.0

25

'-0

" R

IP

RA

P

25

'-0

" R

IP

RA

P

5 SECTION

GUARDRAIL

GUARDRAIL

POST

33'-0"

6 SECTIONS

GUARDRAIL

EL. 63.0

EL. 63.0

2

4

"

R

I

P

R

A

P

EL. 52.0

EL. 52.6

C ANCHOR

WALL

L

PAINT DOWNSTREAM

WINGWALL

1

O

N

3

1 O

N 3

1 ON 3

EL. 32.0

SLOPE

SLOPE

1 ON 3

CO

NT

RA

CT

IO

N JO

IN

T

18" RIPRAP ON

9" BEDDING

24" RIPRAP ON

9" BEDDING

33'-0"

24" RIPRAP ON

9" BEDDING

C SPILLWAY

L

C ANCHOR WALL

L

1

O

N

3

1 ON 3

1 O

N 3

PAINT UPSTREAM WINGWALL

18" RIPRAP

1

O

N

3

1

4

UP

ST

RE

AM

FA

CE

O

F W

EIR

C CUT OFF

WALL

L

UPSTREAM

FACE OF

STRUCTURE

18" RIPRAP ON

9" BEDDING

30'-0"

35'-0"

1 O

N 3

25

'-0

" R

IP

RA

P

25

'-0

" R

IP

RA

P

5 SECTION

GUARDRAIL

33'-0"

2

4

"

R

I

P

R

A

P

EL. 52.0

EL. 52.6

C ANCHOR

WALL

L

PAINT

DOWNSTREAM

WINGWALL

1

O

N

3

1 O

N 3

24" RIPRAP ON

9" BEDDING

1

O

N

3

1 ON 3

1 O

N 3

18" RIPRAP

1

O

N

3

1

4

1 ON 3

1 ON 3

GUARDRAIL POST

C CUT OFF WALL

L

35'-0"

43'-3"

EL. 30.0

STRAINER

EL.34.0

REPLACE SUPPORT

PILE AND STAFF GAGE

(SEE SHEET S14)

STRAINER

EL. 50.0

24" BANK

PROTECTION STONE

18" RIPRAP ON

9" BEDDING

3" STILLING WELL

FILL LINE EL. 34.0

TO EL. 50.0

5 SECTION

GUARDRAIL

C LADDER

L

LADDER & BASKET

GUARD

CONTROL

HOUSE

3 BARRIER

POSTS

FLUSHING VALVE

BOX EL. 33.0

VALVE

BOX

VALVE

BOX

3" STILLING WELL

FILL LINE EL. 34.0

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FLOATING TURBIDITY

BARRIER TO SHORELINE

THEN SILT FENCE TO

TOP OF SLOPE (TYP.).

FLOATING TURBIDITY

BARRIER TO SHORELINE

THEN SILT FENCE TO

TOP OF SLOPE (TYP.).

INSTALL UPSTREAM

SHEET PILE COFFERDAM

OR APPROVED EQUAL.

T/WEIR EL. 59.25'

INSTALL DOWNSTREAM

SHEET PILE COFFERDAM

OR APPROVED EQUAL.

T/WEIR EL. 39.5'

■ ■

SHEET PILE

FLOATING TRUBIDITY BARRIER

NEW UPSTREAM SAFETY

BARRIER DEMO. EXIST.

BARRIER AND PILINGS.

NEW DOWNSTREAM SAFETY

BARRIER DEMO. EXIST.

BARRIER AND PILINGS.

MODIFY AND PAINT GATES

PAINT UPSTREAM WINGWALL

REPAIR CONCRETE

SURFACES

REMOVE SEDIMENT AND DEBRIS FROM THE

WORK AREA AND DISPOSE OFFSITE IN

ACCORDANCE WITH ALL LOCAL, STATE, AND

FEDERAL REGULATIONS.

SUMMARY OF WORK / CONSTRUCTION SEQUENCE:

1. MOBILIZE MEN AND EQUIPMENT TO THE SITE. ESTABLISH ON-SITE OFFICE AND STORAGE

SPACES.

2. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.

3. INSTALL COFFERDAMS UPSTREAM AND DOWNSTREAM OF STRUCTURE.

4. PUMP WATER FROM THE WORK AREA AND PROVIDE CONTINUOUS PUMPING TO KEEP THE

WORK AREA DEWATERED.

5. REMOVE SEDIMENT AND DEBRIS FROM THE STRUCTURE WORK AREA.

6. THE DISTRICT AND CONTRACTOR SHALL PERFORM A JOINT INSPECTION TO DETERMINE THE

FULL EXTENT AND SCOPE OF THE REPAIR WORK. ERODED CONCRETE SURFACES SHALL BE

HYDROBLASTED AND THE REMAINING SURFACES POWERWASHED.

7. REMOVE FENCING FROM THE CONCRETE STRUCTURE AND SHEET PILING WALLS.

8. INSPECT AND REPAIR CONCRETE SURFACES AS NEEDED.

9. REMOVE HYDRAULIC GATE OPERATORS.

10. REMOVE ROLLER GATES, MODIFY AS DETAILED, INSPECT AND REPAIR AS NEEDED, AND

PAINT.

11. REPAIR AND PAINT ALL EXPOSED SURFACES OF EMBEDDED STEEL COMPONENTS.

12. REPLACE ALL REMOVABLE GALVANIZED ITEMS WITH STAINLESS STEEL.

13. REPAIR AND PAINT ALL EXPOSED SURFACES OF EXISTING SHEET PILING.

14. REPLACE UPSTREAM AND DOWNSTREAM SAFETY BARRIERS.

15. REINSTALL ROLLER GATES.

16. INSTALL NEW CABLE DRUM HOIST OPERATORS.

17. PERFORM DRY TEST OPERATION OF GATES AND OPERATORS.

18. ALLOW WORK AREA TO FILL WITH WATER AND REMOVE COFFERDAMS.

19. TEST OPERATION OF GATES AND OPERATORS UNDER NORMAL OPERATING CONDITIONS.

20. INSTALL NEW ALUMINUM FENCING ON CONCRETE STRUCTURE AND SHEET PILING WALLS.

21. DEMOBILIZE INCLUDING SITE CLEAN UP, RESTORATION OF FINAL GRADE AND GRASSING TO

ORIGINAL CONDITION, AND REMOVAL OF ALL EROSION AND SEDIMENT CONTROLS.

COFFERDAMS:

1. THE CONTRACTOR SHALL DESIGN, SUPPLY, INSTALL, AND REMOVE ALL TEMPORARY

COFFERDAMS AS NECESSARY TO PERFORM THE WORK. THE DESIGN SHALL BE SIGNED AND

SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER.

2. COFFERDAMS SHALL BE DESIGNED FOR ADEQUATE DEPTHS AND HEIGHTS, SHALL BE

SAFELY DESIGNED AND CONSTRUCTED, AND SHALL BE AS WATERTIGHT AS NECESSARY

FOR THE PROPER PERFORMANCE OF THE WORK WHICH MUST BE DONE BEHIND THEM.

3. THE CONSTRUCTION AND MAINTENANCE OF ALL COFFERDAMS SHALL BE IN CONFORMANCE

WITH ALL FEDERAL, STATE, AND LOCAL PERMITS AND REGULATIONS.

4. FOLLOWING COMPLETION OF THE COFFERDAMS, THE CONTRACTOR SHALL PUMP OUT THE

AREA BEHIND THE COFFERDAMS IN A MANNER THAT WILL MINIMIZE SILTATION INTO THE

RIVER.

5. DURING INSTALLATION AND REMOVAL OF COFFERDAMS, CARE SHALL BEING TAKEN NOT TO

DISTURB OR OTHERWISE INJURE ANY ADJACENT STRUCTURES.

6. ALTERNATIVE TYPES OF COFFERDAMS WILL BE CONSIDERED SUBJECT TO DISTRICT

APPROVAL, PROVIDED THAT THE ENVIRONMENTAL IMPACTS ARE EQUAL TO OR LESS THAN

SHOWN ON THE DRAWINGS AND THAT ALL PERMIT REQUIREMENTS ARE SATISFIED.

7. THE DESIGN OF THE UPSTREAM COFFERDAM SHALL INCLUDE PROVISIONS FOR A SPILLWAY

AT ELEVATION 59.25 FEET NGVD TO ALLOW THE PASSAGE OF THE EXCESS FLOWS SUCH

THAT THE INTEGRITY OF THE COFFERDAM AND STRUCTURE ARE NOT COMPROMISED AND

FLOWS CAN SAFELY PASS THROUGH THE STRUCTURE.

GENERAL:

1. ALL PROPOSED WORK IS SHOWN IN BOLD.

2. ALL ELEVATIONS ARE NGVD 1929.

94'-0"

REPLACE SUPPORT

PILE AND STAFF GAGE

(SEE SHEET S14)

30'-0"

84'-0"

15'-0"

MIN.

MIN.


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ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:

P.O. BOX 1429 PALATKA, FLORIDA

REVISIONNO. BY DATE APPROVED DATE

DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

SITE PLAN.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

C2

UPPER OCKLAWAHA RIVER BASIN

MOSS BLUFF DAM REHABILITATION


PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

SITE PLAN


IFB 28902

NOT TO SCALE

HAY BALE BARRIER

F

L

O

W

F

L

O

W

TEMPORARY SILT FENCE DETAIL

NOT TO SCALE

NOT TO SCALE

TURBIDITY BARRIER APPLICATIONS

8"

4"

LEGEND

FLOATING TURBIDITY BARRIERS

NOT TO SCALE

CAUSEWAY

EXISTING

STAKED TURBIDITY BARRIER

NOT TO SCALE

EROSION AND SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT

AND GRADE IN ALL WORK AT COMPLETION OF CONSTRUCTION.

2. ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT

CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.

3. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8

INCHES. THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER.

4. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING

PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

5. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE

EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY.

6. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE

DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND GRASSED.

7. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN

THE PLANS, SPECIFICATIONS, PERMITS, AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT CRITERIA.

8. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO THE FLORIDA DEVELOPMENT MANUAL - A GUIDE

TO SOUND LAND AND WATER MANAGEMENT FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

(F.D.E.P.) CHAPTER 6, LATEST EDITION.

9. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, WATERED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS

ESTABLISHED. GRASSING SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 570 AND 981 THRU 983 OF THE FLORIDA

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITIONS. NOTE

THAT BAHIA SHALL NOT BE ALLOWED. OTHER GRASSING ALTERNATIVES MAY BE USED WITH PRIOR DISTRICT APPROVAL.

A. SET POSTS AND EXCAVATE A 4"X8" TRENCH

UPSLOPE ALONG THE LINE OF POSTS.

6' MAX.

STEEL OR WOOD

POST-EMBED 3'

12 1/2 GAUGE MIN.

MESH SPACING

6" MAX.

B. STAPLE WIRE FENCING TO THE POSTS.

3'-0"

FABRIC

C. ATTACH THE FILTER FABRIC TO THE WIRE FENCE

AND EXTEND IT INTO THE TRENCH.

D. BACKFILL AND COMPACT THE EXCAVATED SOIL.

E. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.

NOTE:

TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER

FLOATING, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE

CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS.

THE BARRIER TYPE(S) WILL BE AT THE CONTRACTORS OPTIONS UNLESS OTHERWISE

SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL BE UNDER THE PAY ITEM(S)

ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED

TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN

VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE DISTRICT.

NOTES:

1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER

REGARDLESS OF WATER DEPTH.

2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES.

3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE

CONSTRUCTION OPERATIONS.

4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS.

5. TURBIDITY BARRIERS SHALL CONFORM TO SECTION 104 OF THE FLORIDA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,

LATEST EDITION.

GENERAL NOTES:

1. FLOATING TURBIDITY BARRIERS ARE TO BE PAID FOR UNDER THE

CONTRACT UNIT PRICE FOR FLOATING TURBIDITY BARRIER, LF.

2. STAKED TURBIDITY BARRIERS ARE TO BE PAID FOR UNDER THE

CONTRACT UNIT PRICE FOR STAKED TURBIDITY BARRIER, LF.

D = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS). D = 5' STD.

(ADDITIONAL PANEL FOR DEPTHS >5') CURTAIN TO REACH BOTTOM UP TO

DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED FOR DEPTHS GREATER

THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED

FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER.

NOTICE: COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY

DESIGN. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL

BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND II

SHALL BE AS APPROVED BY THE ENGINEER.

1. EXCAVATE THE TRENCH. 4"

DEEP BY THE BALE WIDTH.

2. PLACE AND STAKE BALES.

3. WEDGE LOOSE STRAW

BETWEEN THE BALES.

4. BACKFILL AND COMPACT

THE EXCAVATED SOIL.

NOTES:

1. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.

2. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE

STORM FLOW OR DRAINAGE.

FILTER FABRIC

GROUND LINE

WIRE

3' MIN. SOIL

EMBEDMENT

3'

8"

18"

MIN.

5' O

R M

OR

E

6'

POST (OPTIONS:

2"x4" OR 2 1/2" MIN.

DIA. WOOD: STEEL

1.33 LBS. 1/2 FT. MIN.)

18 OZ. NYLON

REINFORCED

PVC FABRIC (300

PSI TEXT)

BARRIER MOVEMENT DUE

TO CURRENT ACTION

ANCHOR

MOORING BUOY W/ANCHOR

DREDGE OR FILL AREA

PILE LOCATIONS

STRUCTURE ALIGNMENT

CURRENT

100'

100'

SHORE LINE

LIMITS OF CONST.

TURBIDITY

BARRIERS

SHORE LINE

LIMITS OF CONST.

S

T

R

E

A

M

O

R

T

I

D

A

L

C

R

E

E

K

TYPE II TYPE I

D2

18 Oz. NYLON

REINFORCED

PVC FABRIC

(300 PSI TEST)

STRESS

PLATE

SLOTTED PVC CONNECTOR

PIPE (METAL COLLAR

REINFORCED)

5/16" VINYL SHEATHED EAW STEEL CABLE (9800

LBS. BREAKING STRENGTH) WITH GALVANIZED

CONNECTORS (TOOL FREE DISCONNECT)

CLOSED CELL SOLID PLASTIC

FOAM FLOATATION (8" DIA. EQUIV.)

(17 LBS. PER FT. BUOYANCY)

5/16" GALVANIZED CHAIN

D1

18 Oz. NYLON

REINFORCED PVC

FABRIC (300 PSI

TEST) WITH LACING

GROMMETS

CLOSED CELL SOLID PLASTIC

FOAM FLOATATION (6" DIA. EQUIV.)

(12 LBS. PER FT. BUOYANCY)

5/8" POLYPRO

ROPE (600 LB.

BREAKING

STRENGTH)

1/4" GALV. CHAIN

F

L

O

W

F

L

O

W

100'

(T

YP

)

1

0

0

'

(

T

Y

P

.

)

PROPOSED

TOE OF SLOPE

D2

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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

SITE PLAN.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

C3




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

EROSION AND SEDIMENT CONTROL



IFB 28902

NOTE SPECIFICATIONS:

REFERENCE DOCUMENTS:

1. AS-BUILT DRAWINGS PREPARED BY THE US ARMY CORPS OF ENGINEERS, “MOSS BLUFF LOCK AND SPILLWAY”, DATED JANUARY 23, 1967.

2. REPORT PREPARED BY ARDAMAN & ASSOCIATES, INC., “ENGINEERING EVALUATION RELATIVE TO CONCRETE CONDITION AND SHEET PILE WING

WALLS, MOSS BLUFF LOCK AND DAM”, DATED OCTOBER 10, 2014.

GENERAL:

1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH THE NATURE AND EXTENT OF THE CONTRACT DOCUMENTS, SCOPE OF

WORK, LOCAL CONDITIONS, ALL FEDERAL, STATE, AND LOCAL LAWS, RULES, AND REGULATIONS THAT MAY AFFECT THE WORK. THE CONTRACTOR

SHALL PROVIDE A GANTT CHART SCHEDULE FOR ALL THE PROPOSED WORK PRIOR TO THE START OF CONSTRUCTION.

2. THE EXISTING CONDITIONS REPRESENTED IN THESE DRAWINGS AND THE REFERENCED DRAWINGS ARE BELIEVED TO BE ACCURATE ACCORDING

TO THE INFORMATION AVAILABLE TO THE DISTRICT. HOWEVER, IT IS THE SOLE RESPONSIBILITY OF THE BIDDER (CONTRACTOR) TO VERIFY ALL

EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE DISTRICT PRIOR TO SUBMITTAL OF THE BID.

3. PERMITS:

THE CONTRACTOR SHALL COMPLY WITH THE CONDITIONS CONTAINED IN THE FOLLOWING PERMITS WHICH HAVE BEEN OBTAINED BY THE

DISTRICT:

• U.S. DEPARTMENT OF THE ARMY, CORPS OF ENGINEERS, NATIONWIDE PERMIT.

• FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, NOTICED GENERAL PERMIT.

THE CONTRACTOR SHALL OBTAIN ANY AND ALL REMAINING PERMITS AS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR

SHALL OBTAIN AN NPDES PERMIT IF HIS CONSTRUCTION ACTIVITIES WILL DISTURB AN ACRE OR MORE OF LAND.

4. THE CONTRACTOR SHALL CARRY OUT ALL CONSTRUCTION OPERATIONS IN A MANNER WHICH DOES NOT CAUSE VIOLATIONS OF STATE WATER

QUALITY STANDARDS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, HAY

BALES, TURBIDITY BARRIER, ETC.) AS REQUIRED FOR COMPLIANCE WITH FEDERAL, STATE, AND LOCAL LAWS, RULES, AND REGULATIONS.

5. ALL ERODIBLE GROUND AREAS AND SLOPES DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED WITH SOD, MULCH, SEED, WETLAND

SPECIES, OR OTHERWISE APPROPRIATELY STABILIZED WITHIN 72 HOURS AFTER COMPLETION OF THE CONSTRUCTION ACTIVITY AND AT ANY

OTHER TIME AS NECESSARY TO PREVENT VIOLATIONS OF STATE WATER QUALITY STANDARDS. ANY DISTURBED SLOPES STEEPER THAT 3:1 SHALL

BE SODDED.

6. THE CONTRACTOR SHALL PROVIDE THE NECESSARY WATER CONTROL SUCH THAT ALL CONSTRUCTION IS PERFORMED IN THE DRY. FOR THE

PURPOSES OF THIS WORK, THE TERM “DRY” SHALL BE DEFINED AS SURFACES FREE OF MOISTURE, STANDING WATER, FLOWING WATER, RAIN, OR

GROUNDWATER SEEPAGE EXCEPT AS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS OR AS OTHERWISE APPROVED BY THE DISTRICT. THE

CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO CONTROL THE FLOW OF WATER.

7. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER SITE IMPROVEMENTS FROM DAMAGE WHETHER OR NOT SHOWN ON THE DRAWINGS.

THE CONTRACTOR SHALL ASSUME ALL RESPONSIVILITY FOR REPAIRS TO UTILITIES AND OTHER SITE IMPROVEMENTS DAMAGED DURING

CONSTRUCTION. ADDITIONALLY, THE WORK WILL BE CONSIDERED COMPLETE ONLY AFTER ALL RUBBISH AND UNUSED MATERIAL DUE TO OR

CONNECTED WITH THE WORK HAS BEEN REMOVED AND THE PREMISES LEFT IN A CONDITION SATISFACTORY TO THE DISTRICT.

8. THE CONTRACTOR SHALL REPAIR ALL AREAS DISTURBED DURING CONSTRUCTION TO ITS ORIGINAL OR BETTER CONDITION.

9. THE CONTRACTOR SHALL PROVIDE ALL SAFETY AND TRAFFIC CONTROL NECESSARY FOR ACCESS TO THE SITE AND WORK WITHIN THE PROJECT

LIMITS.

10. THE CONTRACTOR SHALL COORDINATE ACTIVITIES AND COOPERATE WITH OTHER CONTRACTORS AND DISTRICT PERSONNEL PERFORMING WORK

WITHIN THE PROJECT LIMITS.

11. CONSTRUCTION INSPECTION WILL BE PERFORMED BY THE DISTRICT. THE CONTRACTOR SHALL NOTIFY THE DISTRICT AT LEAST 48 HOURS PRIOR

TO THE REQUIRED TIME OF INSPECTION FOR EACH AND EVERY PHASE OF WORK.

12. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DOCUMENTS INCLUDING DRAWINGS AND SPECIFICATIONS AT THE JOB SITE

CLEARLY MARKED TO REFLECT ALL AS-BUILT CONDITIONS. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT THESE

ANNOTATED DRAWINGS AND SPECIFICATIONS TO THE DISTRICT.

CONCRETE REPAIR:

1. THE SCOPE AND EXTENT OF ALL CONCRETE REPAIR WORK SHALL BE FIELD DETERMINED DURING THE JOINT INSPECTION BY THE DISTRICT AND

THE CONTRACTOR. THE CONTRACTOR SHALL ARRANGE FOR, AND PROVIDE, THE SERVICES OF THE PRODUCT MANUFACTURER'S TECHNICAL

REPRESENTATIVE FOR THIS MEETING TO REVIEW AND DISCUSS THE REPAIR SCOPE OF WORK, TECHNIQUES, AND PROCEDURES. THE PRODUCT

REPRESENTATIVE SHALL ALSO BE PRESENT FOR AN INITIAL CONCRETE REPAIR OPERATION SITE VISIT FOR THE PURPOSE OF CONFIRMING THAT

THE CONTRACTOR’S PERSONNEL ARE PROPERLY APPLYING THE REPAIR MATERIAL AND TO WITNESS THE FIRST APPLICATION OF EACH TYPE OF

REPAIR MATERIAL INSTALLED.

2. THE CONTRACTOR SHALL INSPECT AND PROBE CONCRETE SURFACES TO IDENTIFY AND LOCATE ALL AREAS OF DETERIORATION. REPAIR AREAS

SHALL INCLUDE CONCRETE FOUND TO BE CRACKED, SPALLED, OR OTHERWISE SHOWING EVIDENCE OF DISINTEGRATION OR STRUCTURAL

FAILURE.

3. SURFACE PREPARATION: ALL ERODED, DAMAGED, DETERIORATED, LOOSENED, OR UNBONDED PORTIONS OF EXISTING CONCRETE SHALL BE

REMOVED BY HIGH PRESSURE HYDROBLASTING (8000–15000 PSI) TO ACHIEVE A SOUND EXPOSED AGGREGATE SURFACE WITH A MINIMUM

SURFACE PROFILE EQUAL TO CSP 6 – 9 IN ACCORDANCE WITH ICRI GUIDELINE 310.2. GENERALLY, THE CONCRETE AREAS TO BE HYDROBLASTED

WILL BE TO A DEPTH OF LESS THAN 1 INCH. THE FINAL EXTENT OF THE HYDRODEMOLITION AREA WILL BE DETERMINED DURING CONSTRUCTION

AS DICTATED BY THE EXISTING CONDITIONS ENCOUNTERED.

REMOVAL OF DETERIORATED CONCRETE BY MECHANICAL MEANS SUCH AS BUSH HAMMERING, JACK HAMMERING, SCABBLER, OR OTHER

APPROPRIATE MEANS MAY BE USED SUBJECT TO DISTRICT APPROVAL. IF MECHANICAL METHODS ARE USED, THE SURFACES SHALL BE FINISHED

BY HYDROBLASTING, SHOTBLASTING, OR WET SANDBLASTING WITH NON-METALLIC ABRASIVES TO REMOVE ANY MICROFACTURED SURFACES

RESULTING FROM THE INITIAL REMOVAL PROCESS.

ALL REPAIR SURFACES SHALL BE THOROUGHLY CLEANED WITH WATER UNDER PRESSURE. THE SURFACE MUST BE CLEAN AND FREE OF LOOSE

CONCRETE, LAITANCE, DIRT, GREASE, FORM OIL, EFFLORESCENCE, PAINT, AND ANY OTHER FOREIGN MATERIAL.

4. CONCRETE SURFACE REPAIRS MAY GENERALLY CONSIST OF EITHER HAND-APPLIED OR MACHINE APPLIED METHODS.

5. ALL SURFACE PREPARATION AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER SPECIFICATIONS. CONTRACTOR SHALL

CONSULT IN THE FIELD WITH MANUFACTURER AND DISTRICT PRIOR TO SURFACE PREPARATION AND REPAIR. FOR SPECIFIC SURFACE

PREPARATION REQUIREMENTS, REFER TO INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI) GUIDELINE NO. 03732.

ALL LOOSE SCALE, RUST, CORROSION BY PRODUCTS, OR CONCRETE SHALL BE REMOVED FROM EXPOSED REINFORCING STEEL (REBAR) BY

PREPARATION REQUIREMENTS, REFER TO INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI) GUIDELINE NO. 03732.

6. ALL LOOSE SCALE, RUST, CORROSION BY PRODUCTS, OR CONCRETE SHALL BE REMOVED FROM EXPOSED REINFORCING STEEL (REBAR) BY

MECHANICAL CLEANING METHODS. REBAR EXPOSED FOR MORE THAN ONE-THIRD OF ITS CIRCUMFERENCE SHALL BE COMPLETELY EXPOSED TO

PROVIDE 1-INCH MINIMUM CLEARANCE BETWEEN THE REBAR AND THE CONCRETE. DAMAGED OR DETERIORATED REBAR SHALL BE REMOVED AND

REPLACED. REPLACEMENT REBAR SHALL BE GRADE 60 DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A-615. REINFORCEMENT SPLICES

SHALL BE AS FOLLOWS:

BAR SIZE SPLICE LENGTH (IN)

#3 12

#4 12

#5 15

#6 18

#7 24

#8 30

ALTERNATIVELY, MECHANICAL SPLICES MAY BE USED SUBJECT TO DISTRICT APPROVAL.

7. ALL EXPOSED AND REPLACEMENT REBAR SHALL BE COATED WITH DURALPREP AC AS MANUFACTURED BY THE EUCLID CHEMICAL COMPANY, OR

APPROVED EQUAL, PRIOR TO PATCHING WITH THE REPAIR MORTAR.

8. ISOLATED SPALLS SHALL BE HAND PATCHED WITH TAMMS STRUCTURAL MORTAR AS MANUFACTURED BY THE EUCLID CHEMICAL COMPANY, OR

APPROVED EQUAL. EDGES OF SPALLS SHALL BE SAWCUT DURING SURFACE PREPARATION TO A MINIMUM DEPTH OF 1/2 INCH. THE REPAIR AREA

SHALL NOT BE LESS THAN 1/8” IN DEPTH. SUBSTRATE SHALL BE SATURATED SURFACE DRY (SSD) WITH NO STANDING WATER DURING

APPLICATION. THE PREPARED CONCRETE SUBSTRATE SHALL BE PRIMED WITH A BRUSH OR SPRAY APPLIED COAT OF DURALPREP AC. THE

PRIMER COAT OF DURALPREP AC MUST BE ALLOWED TO THOROUGHLY DRY BEFORE APPLICATION OF THE TAMMS STRUCTURAL MORTAR.

ALTERNATIVELY, AN SSD CONCRETE SURFACE CAN BE PRIMED WITH A SCRUB COAT OF TAMMS STRUCTURAL MORTAR FOR HAND APPLICATIONS.

THE REPAIR MUST BE MADE BEFORE THE SCRUB COAT DRIES OUT.

9. OPEN CRACKS IN CONCRETE SHALL BE SAWCUT 1/4-INCH WIDE X 1/4-INCH DEEP AND REPAIRED WITH TAMMS STRUCTURAL MORTAR. APPLY A

PRIMER COAT OF DURALPREP AC OR A SCRUB COAT OF TAMMS STRUCTURAL MORTAR TO THE CONCRETE SUBSTRATE PRIOR TO PATCHING.

10. CRACKS WITH FLOWING WATER SHALL BE REPAIRED WITH CHEMICAL GROUT ACCORDING TO DETAIL S10/4 PRIOR TO CONCRETE SURFACE REPAIR.

CUT AND REMOVE EXCESS CHEMICAL GROUT PRIOR TO CONCRETE REPAIR. WHEN SEALING VERTICAL CRACKS, BEGIN AT THE BOTTOM AND

WORK UP. WHERE WATER FLOW IS PRESENT, BEGIN INJECTING CRACK AT THE POINT OF LEAST FLOW AND WORK TOWARDS AREA OF HEAVIEST

FLOW. CHEMICAL GROUT SHALL BE HYDRO ACTIVE FLEX AS MANUFACTURED BY DE NEEF CONSTRUCTION CHEMICALS, INC., OR APPROVED EQUAL.

11. ERODED CONCRETE SURFACES SHALL BE REPAIRED WITH TAMMS STRUCTURAL MORTAR. APPLICATION MAY BE BY TROWEL OR LOW PRESSURE

WET SPRAY PROCESS. AN EVAPORATION RETARDANT, SUCH AS EUCOBAR AS MANUFACTURED BY THE EUCLID CHEMICAL COMPANY, OR

APPROVED EQUAL, SHALL BE USED IF REQUIRED BY WEATHER CONDITIONS. SURFACE PREPARATION, APPLICATION, AND CURING SHALL BE IN

ACCORDANCE WITH THE MANUFACTURER SPECIFICATIONS. THE REPAIR AREA SHALL NOT BE LESS THAN 1/8” IN DEPTH. SUBSTRATE SHALL BE

SSD WITH NO STANDING WATER DURING APPLICATION. FOR HAND APPLICATION, THE PREPARED CONCRETE SUBSTRATE SHALL BE PRIMED WITH

A BRUSH OR SPRAY APPLIED COAT OF DURALPREP AC. THE PRIMER COAT OF DURALPREP AC MUST BE ALLOWED TO THOROUGHLY DRY BEFORE

APPLICATION OF THE TAMMS STRUCTURAL MORTAR. ALTERNATIVELY, AN SSD CONCRETE SURFACE CAN BE PRIMED WITH A SCRUB COAT OF

TAMMS STRUCTURAL MORTAR FOR HAND APPLICATIONS. THE REPAIR MUST BE MADE BEFORE THE SCRUB COAT DRIES OUT.

12. FOLLOWING COMPLETION OF MORTAR REPAIRS, ALL CONCRETE SURFACES SHALL BE COATED WITH SIKATOP 144 (CEMENT-GRAY COLOR), AS

MANUFACTURED BY SIKA CORPORATION, OR APPROVED EQUAL, TO PROVIDE A UNIFORM APPEARANCE. APPLICATION SHALL BE WITH BRUSHES,

ROLLERS, OR HOPPER-TYPE SPRAY EQUIPMENT. SURFACE SHALL BE SSD BEFORE APPLICATION. APPLY TWO COATS, 12 MILS DFT PER COAT.

MOIST CURE WITH WET BURLAP AND POLYETHYLENE OR A FINE MIST OF WATER FOR A MINIMUM OF 3 DAYS.

13. CURING: ALL MORTAR REPAIRS SHALL BE WATER CURED FOR 7 DAYS FOLLOWING APPLICATION. MOIST CURE IMMEDIATELY AFTER FINISHING

WITH WET BURLAP AND POLYETHYLENE OR A FINE MIST OF WATER. IF NECESSARY, PROTECT NEWLY APPLIED MATERIAL FROM DIRECT SUNLIGHT,

WIND, RAIN, AND FROST. AT NO TIME DURING THIS INITIAL CURING PERIOD SHALL THE MORTAR BE ALLOWED TO DRY. FOLLOWING THE 7-DAY

CURING PERIOD AND WHILE THE REPAIR IS STILL SATURATED, THE SURFACE OF THE REPAIR SHALL RECEIVE TWO COATS OF THE SPECIFIED

PROTECTIVE COATING.

14. SUBMITTALS: BEFORE BEGINNING ANY REPAIR WORK, THE CONTRACTOR SHALL SUBMIT A DETAILED LIST OF THE EQUIPMENT, PROCEDURES, AND

MATERIALS PROPOSED FOR USE IN CONCRETE REPAIR TO THE DISTRICT FOR APPROVAL.

CONCRETE TESTING SERVICES (ADDITIVE ALT. NO. 4):

1. TESTING LABORATORY: THE CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR THE SAMPLING AND TESTING OF THE

REPAIR MORTAR. THE LABORATORY'S INSPECTORS SHALL HAVE FREE ACCESS TO ALL POINTS WHERE CONCRETE MATERIALS ARE STORED,

PROPORTIONED, MIXED AND PLACED.

2. TEST SCHEDULING: CONTRACTOR SHALL ADVISE THE LABORATORY WITH TWENTY-FOUR (24) HOURS ADVANCE NOTICE OF THE TIME AND

LOCATION OF ALL CONCRETE PLACEMENT OR OTHERWISE MAKE ARRANGEMENTS WITH THE LABORATORY SO THAT SAMPLES MAY BE OBTAINED.

3. SHOTCRETE TESTS: THE TEST METHOD FOR SHOTCRETE SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE FOR PREPARING AND

TESTING SPECIMENS FROM SHOTCRETE TEST PANELS (ASTM C1140). THE REQUIRED TEST PANELS SHALL BE 2 FEET X 2 FEET IN AREA AND 4

INCHES DEEP. THE CONTRACTOR SHALL SPRAY THE SAMPLE INTO THE FORMS IN A MANNER SIMILAR TO APPLICATION ON THE STRUCTURE.

CORES SHALL BE TAKEN FROM THE TEST PANELS FOR COMPRESSIVE STRENTH TESTING. CONCRETE CORE TESTING SHALL INCLUDE ONE (1) AT

7-DAYS AND THREE (3) AT 28-DAYS. AN ADDITIONAL SAMPLE SHALL BE TESTED AT 56 DAYS IF DEEMED NECESSARY.

4. CUBE TESTS: CUBE SAMPLES (2” MORTAR CUBES) SHALL BE TAKEN IN ACCORDANCE WITH ASTM C109 FOR COMPRESSIVE STRENGTH TESTING.

CUBE TESTING SHALL INCLUDE ONE (1) AT 7-DAYS AND THREE (3) AT 28-DAYS. AN ADDITIONAL SAMPLE SHALL BE TESTED AT 56 DAYS IF DEEMED

NECESSARY.

5. SAMPLING FREQUENCY: SAMPLING FOR BOTH PANELS AND CUBES SHALL BE ONE PER DAY OR A MINIMUM OF ONE PER WORK AREA, WHICHEVER

IS GREATER. THE WORK AREAS ARE DEFINED AS EACH SEPARATE WALL AND FLOOR AREA.

6. COMPRESSIVE STRENGTH: THE REPAIR MATERIAL SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 7000 PSI. COMPRESSION

STRENGTH OF A SAMPLE SHALL BE DETERMINED BY THE AVERAGE OF THE THREE (3) SAMPLES TESTED AT TWENTY-EIGHT (28) DAYS. COMPLIANCE

WITH THE STRENGTH REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE VERIFIED IF THE AVERAGE COMPRESSIVE STRENGTH OF THREE (3)

CONSECUTIVE SAMPLES IS NOT LESS THAN THE SPECIFIED STRENGTH FOR THE CLASS OF CONCRETE, PROVIDED NO INDIVIDUAL SAMPLE SHALL

HAVE A STRENGTH TEST RESULT THAT FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN SEVEN-HUNDRED (700) PSI. CONCRETE WHICH

FAILS TO MEET STRENGTH REQUIREMENTS SHALL BE FURTHER TESTED AS PROVIDED IN ACI 318 AT THE EXPENSE OF CONTRACTOR OR SHALL BE

REMOVED AS DETERMINED BY THE DISTRICT.

7. REPORTS: THE CONTRACTOR’S TESTING LABORATORY SHALL SUBMIT A REPORT OF EACH TEST MADE, SIGNED AND SEALED BY A FLORIDA

LICENSED PROFESSIONAL ENGINEER. ALL TESTING OF CONCRETE INCLUDING ANY REQUIRED ADDITIONAL TESTING WILL BE AT THE

CONTRACTOR’S EXPENSE. INDIVIDUAL TEST REPORTS SHALL BE SUBMITTED TO THE DISTRICT AS SOON AS THEY ARE AVAILABLE. A FINAL REPORT

THAT SUMMARIZES THE TESTING AND SAMPLING PROCEDURES AND COMPILES ALL THE INDIVIDUAL TESTS SHALL ALSO BE SUBMITTED TO THE

DISTRICT UPON CONCLUSION OF THE WORK.

THAT SUMMARIZES THE TESTING AND SAMPLING PROCEDURES AND COMPILES ALL THE INDIVIDUAL TESTS SHALL ALSO BE SUBMITTED TO THE

DISTRICT UPON CONCLUSION OF THE WORK.

STEEL:

1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION

(AISC) "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", NINTH EDITION.

2. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) "STRUCTURAL WELDING CODE" AWS D1.1.

3. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE NEW AND CONFORM TO THE REQUIREMENTS OF THE AMERICAN SOCIETY OF TESTING

AND MATERIALS (ASTM) STANDARD A36 UNLESS NOTED OTHERWISE.

4. ALL BOLTS SHALL BE STAINLESS STEEL CONFORMING TO ASTM A276, TYPE 304. THE SIZE AND LOCATION OF REPLACEMENT BOLTS SHALL MATCH

EXISTING UNLESS NOTED OTHERWISE.

5. ALL WELDING SHALL UTILIZE E70XX LOW-HYDROGEN ELECTRODES UNLESS NOTED OTHERWISE.

6. ALL REMOVABLE STEEL ITEMS WHICH WERE PREVIOUSLY GALVANIZED SHALL BE REMOVED AND REPLACED WITH STAINLESS STEEL TYPE 304.

7. FIELD CORRECTING OF FABRICATED STEEL SHALL NOT BE PERMITTED ON MAJOR STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL OF THE

DISTRICT.

REPAIR OF EXISTING STEEL SHEET PILING WING WALLS:

1. EXCAVATE EXISTING RIPRAP AND BEDDING STONE ADJACENT TO THE SHEET PILING WALLS DOWN TO SUBGRADE.

2. INSPECT AND REPAIR STEEL SHEET PILING AS NEEDED.

3. PREPARE AND PAINT ALL EXPOSED SHEET PILING SURFACES. REFER TO NOTES FOR PAINTS AND PROTECTIVE COATINGS.

4. AFTER PAINTING, REPLACE THE BEDDING STONE AND RIPRAP. SUPPLEMENT WITH ADDITIONAL RIPRAP AND BEDDING STONE AS DIRECTED BY THE

DISTRICT.

PAINTS AND PROTECTIVE COATINGS:

1. ALL STEEL SHALL BE PRIMED AND PAINTED IN ACCORDANCE WITH THE STEEL STRUCTURES PAINTING COUNCIL (SSPC) "STEEL STRUCTURES

PAINTING MANUAL".

2. PREPARE SURFACES AND PAINT ALL EXPOSED STEEL COMPONENTS. ITEMS TO BE PAINTED INCLUDE THE SHEET PILING WING WALLS AND ALL

EMBEDDED STEEL (EXCLUDING STAINLESS STEEL AND ALUMINUM ITEMS).

3. STEEL SURFACE PREPARATION SHALL BE AS FOLLOWS:

SHEET PILING AND EMBEDDED STEEL: SSPC-10 NEAR WHITE BLAST CLEANING.

THE USE OF 100% SILICA BLAST MEDIA SHALL NOT BE ALLOWED ON THE CONSTRUCTION SITE. BLAST MEDIA IF USED ON SITE WILL BE SUBJECT TO

APPROVAL BY THE DISTRICT.

WHERE LEAD PAINT IS FOUND TO BE PRESENT, APPROPRIATE REMOVAL MEASURES SHALL BE UNDERTAKEN IN ACCORDANCE WITH ALL STATE

AND FEDERAL REGULATORY REQUIREMENTS.

4. PROTECTIVE COATING FOR STRUCTURAL STEEL AND SHEET PILING SHALL BE AS MANUFACTURED BY SHERWIN-WILLIAMS, OR EQUAL, AS

FOLLOWS:

FIRST COAT (PRIMER): DURA-PLATE 235, 4-8 MILS DFT

SECOND COAT: DURA-PLATE 235, 4-8 MILS DFT

THIRD (FINAL) COAT: DURA-PLATE 235, 4-8 MILS DFT

COLOR TO BE SILVER OR LIGHT GRAY. CONTRACTOR SHALL SUBMIT COLOR SAMPLES FOR DISTRICT APPROVAL. SURFACE PREPARATION AND

APPLICATION SHALL BE IN ACCORDANCE WITH THE PAINT MANUFACTURER SPECIFICATIONS.

5. ALL EMBEDDED GALVANIZED ITEMS SHALL BE PAINTED WITH ZRC COLD GALVANIZING COMPOUND AS MANUFACTURED BY ZRC WORLDWIDE,

MARSHFIELD, MA, OR EQUAL. SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH SSPC-SP3 POWER TOOL CLEANING. APPLY 2 COATS 1.5

MILS DFT EACH IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

BRIDGE EXPANSION JOINT CAULK:

1. THE CAULK FOR THE BRIDGE EXPANSION JOINT SHALL BE SIKAFLEX-2C SL AS MANUFACTURED BY SIKA CORPORATION, OR EQUAL.

RIPRAP:

1. PROVIDE RUBBLE RIPRAP AND BEDDING STONE AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AS DIRECTED BY THE DISTRICT. THE WORK

SHALL BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE

CONSTRUCTION, (FDOT) LATEST EDITION, CONFORMING TO FDOT SECTIONS 514, 530, AND 985, UNLESS OTHERWISE NOTED HEREIN.

2. PROVIDE ADDITIONAL BEDDING STONE SUCH THAT THE FINAL BLANKET THICKNESS IS A MINIMUM OF 9 INCHES. THE MINIMUM UNIT WEIGHT OF

STONE SHALL BE 145 PCF (SATURATED SURFACE DRY). THE STONE SHALL BE REASONABLY WELL GRADED WITHIN THE FOLLOWING LIMITS:

STONE SIZE (IN) % FINER

OR SIEVE NUMBER

6 IN 100

1 IN 30-75

3/8 IN 5-45

NO. 10 1-10

3. PROVIDE ADDITIONAL RIPRAP SUCH THAT THE FINAL BLANKET THICKNESS IS A MINIMUM OF 18 INCHES. THE MINIMUM UNIT WEIGHT OF STONE

SHALL BE 145 PCF (SATURATED SURFACE DRY). THE STONE SHALL BE REASONABLY WELL GRADED WITHIN THE FOLLOWING LIMITS:

STONE WEIGHT (LBS) % LIGHTER BY WEIGHT

165 100

45 45-65

15 10-30

5 0-15

THE MATERIAL SHALL BE SOUND AND DURABLE, AND SHALL BE FREE OF CRACKS, SOFT SEAMS OR OTHER STRUCTURAL DEFECTS. THE PIECES

SHALL BE ROUGHLY ANGULAR, AND THE LOT SHALL BE REASONABLY FREE OF THIN, FLAT OR ELONGATED PIECES.

NOT FOR CONSTRUCTIONFOR BID PURPOSES ONLY

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DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

PLAN & SECTIONS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S1




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

NOTE SPECIFICATIONS


IFB 28902

15'-0"

FLOW

CONTRACTION

JOINT WITH DOWELS

C SPILLWAY

L

1 O

N 3

1 O

N 3

3" CHAMFER

EL. 63.0

NEEDLEBEAM

RECESS

38'-0" GATE MONOLITH

WE

IR

WE

IR

OP

ER

AT

IN

G P

LA

TF

OR

M E

L. 8

3.0

CURB

CURBSLOPE

CONTRACTION JOINT

38'-4" CHUTE MONOLITH

CO

NS

TR

UC

TIO

N JO

IN

T

16'-6"

CONTRACTION JOINT

36'-0" STILLING BASIN MONOLITH

SLOPE

1'-6"

3" CHAMFER

21'-7

1

2

"

21'-7

1

2

"

1

1

1

1

1

3" CHAMFER

EL. 63.0

SE

RV

IC

E B

RID

GE

20'-0"

3'-3"

1'-6"

20'-0"

SLOPE

SLOPESLOPE

EL. 48.0

SLOPE

1'-0"

2'-0"

1'-0"

1 O

N 3

1 O

N 3 1

CONTRACTION JOINT

43'-3"

EL

. 3

2.0

EL. 30.0

1'-0"

CONTRACTION

JOINT

REPLACE DOWNSTREAM

STAFF GAGE

1 on 10

RATIO OF SLOPE

SECTION SHEET NUMBER

SECTION LABEL

C3

2

S2

1

STRUCTURE PLAN

S3

1

S3

1

S7

2

S7

2

S8

2

S8

2

S8

1

S8

1

S8

3

S8

3

S7

1

S7

1

CONTROL

HOUSE

S4

1

S4

1

SCALE: 3/16" = 1'-0"

20'-0"

1'-0"

1'-7

1

2

"

1'-7

1

2

"

20'-0"

SIKATOP 144 ONLY

TAMMS STRUCTURAL MORTAR

AND SIKATOP 144

LEGEND

INSPECT AND REPAIR ALL

EXPOSED CONCRETE

SURFACES

S5

1

S5

1

S6

1

S6

1

S

9

2

S

9

2

S

9

1

S

9

1

REMOVE AND REPLACE

CAULK IN BRIDGE EXPANSION

JOINTS (TYP. 4 PLACES)

REPAIR AND PAINT

UPSTREAM SHEET PILE

WING WALL (TYP.)

REPLACE UPSTREAM

STAFF GAGE

REPAIR AND PAINT

DOWNSTREAM SHEET

PILE WING WALL (TYP.)

RE

PL

AC

E G

AT

E

PO

SIT

IO

N G

UID

E

1'-6"

2'-6"

1'-0"

8'-0"

DISCHARGE

APRON

16'-0" APPROACH APRON

8'-0"

8'-0"

EL. 30.0

1'-3"

7'-6"

2'-6"

2'-6"

4'-10"

13'-8"

RE

PL

AC

E G

AT

E

PO

SIT

IO

N G

UID

E

7'-6"

9'-3

1

2

"

EL. 42.5

1'

2'-6"

2'-3" 1'-3"9'-3"


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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

PLAN & SECTIONS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S2




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

STRUCTURE PLAN


IFB 28902

1

EL. 48.0

3" CHAMFER (TYP.)

EL. 30.0

CONST. JT. EL. 41.0

CONST. JT. EL. 36.0

CONTRACTION JOINT

CONST. JT. EL. 31.0

EL. 30.0

24"

EL. 28.5

STEEL SHEET PILE

CUT OFF WALL

6"

EL. 29.0

8'-0" APRON

EL. 27.0

3


CONST. JT. EL. 56.0

CONST. JT. EL. 43.5

CONST. JT. EL. 37.0

CONST. JT. EL. 32.5

EL. 35.75

CONTRACTION JOINT

S

LO

P

E

0.15 F

T

./F

T

.


CONST. JT. EL. 81.25

3" CHAMFER

EL. 62.5

EL. 63.0

EL. 83.0

CONST. JT. EL. 76.5

3" CHAMFER

OPERATING PLATFORM

CONST. JT. EL. 70.5

REPLACE GATE POSITION

INDICATOR (2 REQ'D)

CONST. JT.

EL. 63.5

SERVICE BRIDGE

EL. 33.0

13'-8"4'-10"

EL. 65.5

7'-0"

GATE ACCESS OPENING

12'-6"

1

10

CONST. JT. EL. 57.0

WEIR

CONST. JT. EL. 50.0

GA

TE

R

EC

ES

S

6"

CONST. JT. EL. 39.0

CONST. JT.

EL. 43.0

EL. 63.0

CONST. JT. EL. 36.0

1'

EL. 41.0

EL. 40.0

3'-6"

2'-6"

38'-0" GATE MONOLITH 15'-0"

STEEL SHEET PILE

CUT OFF WALL

EL. 42.5

CREST OF

WEIR EL. 48.1

EL. 54.5

UPSTREAM

STEEL SHEET

PILE WINGWALL

1'-0"

DOWNSTREAM

STEEL SHEET

PILE WINGWALL

1'-3"

EL. 32.0

EL. 30.0

S3

1

NORTH WALL INSIDE

SCALE: 3/16" = 1'-0"

6" (TYP.)

SIKATOP 144 ONLY

LEGEND

MAX. NORMAL EL. 59.25'

MIN. NORMAL EL. 58.0'

L 3 x 3 x 1/2 x 7 (GALV.)

TYP. 4 PLACES

COAT AS SPECIFIED

FLOW

P 6 x 1/2 x 20'-0" (GALV.)

COAT AS SPECIFIED

L

P 12 x 1/2 x 1'-6"

(GALV.) 4 PLACES

COAT AS SPECIFIED

L

NORMAL EL. 35.0'


AND SIKATOP 144

SAWCUT EL. 59.5'

MINIMUM

1/2"SAW CUT

STEEL SHEET PILE

CUTOFF WALL

4'-0"

1'-3"

FLOOD EL. 62.0'


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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

PLAN & SECTIONS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S3




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

NORTH WALL INSIDE


IFB 28902

CONST. JT. EL. 32.5

EL. 34.5

EL. 48.0

3" CHAMFER (TYP.)

EL. 30.0

CONST. JT. EL. 41.0

CONST. JT. EL. 36.0

CONST. JT. EL. 31.0

CONTRACTION JOINT

EL. 30.0

EL. 28.5

STEEL SHEET PILE

CUT OFF WALL

24"

6"

EL. 29.0

8'-0" APRON

EL. 27.0


3

1

16'-0"1'-4"

REPLACE DOWNSTREAM

STAFF GAGE

CONST. JT. EL. 56.0

CONST. JT. EL. 43.5

CONST. JT. EL. 37.0

EL. 33.0

EL. 35.75

CONTRACTION JOINT

S

LO

P

E

0.15 F

T

./F

T

.


3" CHAMFER

EL. 62.5

EL. 63.0

EL. 83.0


CONST. JT. EL. 76.5

3" CHAMFER

CONST. JT. EL. 70.5

OPERATING PLATFORM

SERVICE BRIDGE

CONST. JT.

EL. 63.5

13'-8" 4'-10"

EL. 65.5

GATE ACCESS OPENING

7'-0"12'-6"

1

10

CONST. JT.

EL. 57.0

CONST. JT. EL. 50.0

GA

TE

R

EC

ES

S

6"

WEIR

CONST. JT.

EL. 43.0

CONST. JT. EL. 39.0

CONST. JT. EL. 36.0

1'

EL. 40.0

EL. 41.0

3'-6"

2'-6"

38'-0" GATE MONOLITH15'-0"

STEEL SHEET PILE

CUT OFF WALL

EL. 42.5

CREST OF

WEIR EL. 48.1

EL. 54.5

EL. 63.0

REPLACE UPSTREAM

STAFF GAGE

STEEL SHEET

PILE WINGWALL

STEEL SHEET

PILE WINGWALL

1'-3"

1'-0"

EL. 32.0

EL. 30.0

SCALE: 3/16" = 1'-0"

S4

1

SOUTH WALL INSIDE

6" (TYP.)

SIKATOP 144 ONLY

LEGEND



FLOW


AND SIKATOP 144

NORMAL EL. 35.0'

EL. 53.5

MINIMUM

1/2"SAW CUT

SAWCUT EL. 59.5'

1'-4"

4'-0"

2'

1'-3"

5'-2"

FLOOD EL. 62.0'


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DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

PLAN & SECTIONS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S4




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

SOUTH WALL INSIDE


IFB 28902

S5

1

NORTH WALL OUTSIDE

SCALE: 3/16" = 1'-0"

EL. 48.0

CONTRACTION JOINT

EL. 30.0

EL. 27.0

EL. 63.0

CONTRACTION JOINT

OPERATING PLATFORM

SERVICE BRIDGE

EL. 63.0

EL. 33.0

EL. 42.5

EL. 30.0

3

1

EL. 32.0

12" (TYP.)

12"

FLOW

SIKATOP 144 ONLY

LEGEND


AND SIKATOP 144

4'-10" 43'-6" 30'-10" 1'-3"

12'-6"1'-3"


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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

PLAN & SECTIONS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S5




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

NORTH WALL OUTSIDE


IFB 28902

EL. 48.0

CONTRACTION JOINT

EL. 30.0

EL. 63.0

EL. 27.0

CONTRACTION JOINT

OPERATING PLATFORM

SERVICE BRIDGE

EL. 63.0

EL. 33.0

EL. 42.5

S6

1

SOUTH WALL OUTSIDE

EL. 30.0

SCALE: 3/16" = 1'-0"

3

1

EL. 32.0

12" (TYP.)

12"

FLOW

SIKATOP 144 ONLY

LEGEND


AND SIKATOP 144

4'-10"43'-6"30'-10"1'-3"

12'-6" 1'-3"


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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

PLAN & SECTIONS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S6




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

SOUTH WALL OUTSIDE


IFB 28902

S7

2

CENTER PIER SOUTH FACE

CREST OF WEIR EL. 48.1

EL. 35.75

EL. 63.0

EL. 83.0


CONST. JT. EL. 76.5

3" CHAMFER

CONST. JT. EL. 70.5

OPERATING PLATFORM

SERVICE BRIDGE

CONST. JT. EL. 63.5

13'-8" 4'-10"

EL. 65.5

GATE ACCESS OPENING

7'-0"12'-6"

1

10

CONST. JT. EL. 57.0

CONST. JT. EL. 50.0

6"

WEIR

CONST. JT. EL. 43.0

CONST. JT.

EL. 39.0

CONST. JT. EL. 36.0

EL. 33.0

1'

CONTRACTION

JOINT

38'-0"

6"

EL. 42.5

EL. 54.5

EL. 63.0

CONTRACTION JOINT

2'-7

1

4

"

1'-10

3

4

"

2'-6"

1'

2'-3"

3'-9"

1'-4"

6"

1'

5'-6"

C

1'-11

1

2

"

10'-3

1

2

"

FLOW

2'-7"

L

2

1

2

"

2'-1

1

2

"

C BOTTOM SEAL PLATE

L

GATE RECESS

NEEDLE BEAM RECESS

1

10

1'-6"

NEEDLE SILL

PLATE

S7

1

CENTER PIER NORTH FACE

SCALE: 3/16" = 1'-0"

SIKATOP 144 ONLY

LEGEND


AND SIKATOP 144

SCALE: 3/16" = 1'-0"

SAWCUT EL. 59.5

MINIMUM 1/2"

SAWCUT

EL. 46'-2"

CREST OF WEIR EL. 48.1

EL. 35.75

EL. 63.0

EL. 83.0


CONST. JT. EL. 76.5

3" CHAMFER

CONST. JT. EL. 70.5

OPERATING PLATFORM

REPLACE GATE POSITION

INDICATOR (2 REQ'D)

SERVICE BRIDGE

CONST. JT. EL. 63.5

13'-8"4'-10"

EL. 65.5

GATE ACCESS OPENING

7'-0" 12'-6"

1

10

CONST. JT. EL. 57.0

CONST. JT. EL. 50.0

6"

WEIR

CONST. JT. EL. 43.0

CONST. JT.

EL. 39.0

CONST. JT. EL. 36.0

EL. 33.0

1'

CONTRACTION

JOINT

38'-0"

EL. 42.5

EL. 54.5

EL. 63.0

CONTRACTION JOINT

2'-7

1

4

"

1'-10

3

4

"

2'-6"

1'

2'-3"

3'-9"

1'-4"

6"

1'

5'-6"

C

1'-11

1

2

"

10'-3

1

2

"

FLOW

2'-7"

L

2

1

2

"

2'-1

1

2

"

C BOTTOM SEAL PLATE

L

GATE RECESS

NEEDLE BEAM RECESS

1

10

1'-6"

NEEDLE SILL PLATE

SAWCUT EL. 59.5

MINIMUM 1/2"

SAWCUT

EL. 46'-2"

1'-0"

1'-0"

1'-4"

1'-0"

1'-0"

1'-4"


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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

PLAN & SECTIONS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S7




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

CENTER PIER


IFB 28902

EL. 42.5

CONST. JT. EL. 43.0

CREST OF WEIR

EL. 48.1

CONSTR. JT.

EL. 50.0

CONSTR. JT.

EL. 50.0

CONSTR. JT.

EL. 57.0

CONSTR. JT.

EL. 57.0

CONSTR. JT.

EL. 63.5

CONSTR. JT.

EL. 63.4

SERVICE BRIDGE

CONSTR. JT.

EL. 64.0

CONSTR. JT. EL. 67.33

(SOUTH ABUTMENT ONLY)

CONTROL

HOUSE

CONSTR. JT.

EL. 70.5

2'-6" 20'-0" 3'-3" 20'-0" 2'-6"

CONSTR. JT.

EL. 70.5

CONSTR. JT.

EL. 76.5

CONSTR. JT.

EL. 76.5

C SPILLWAY

L

S8

1

UPSTREAM ELEVATION

SCALE: 1/4" = 1'-0"

3'-0"

8'-0"

12'-0"

3'-0"

EL. VARIES

EL. VARIES

CONSTR. JT.

EL. 37.0

1

8

CONSTR. JT.

EL. 43.3

CONSTR. JT.

EL. 50.0

CONSTR. JT.

EL. 56.0

EL. VARIES

EL. VARIES

1'-6"

S8

2

SECTION

SCALE: 1/4" = 1'-0"

2'-0"3'-0"

CONSTR. JT.

EL. 31.0

1

8

CONSTR. JT.

EL. 36.0

1'-6"

S8

3

SECTION

SCALE: 1/4" = 1'-0"

EL. 34.0

CONSTR. JT.

EL. 41.0

EL. 42.0

1'-0"

EL. 48.0

CONSTR. JT.

EL. 81.25

OPERATING PLATFORM

EL. 83.0

SIKATOP 144 ONLY

LEGEND


AND SIKATOP 144

SAWCUT

EL. 59.5

SAW CUT

EL. 59.5'


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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

PLAN & SECTIONS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S8




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

UPSTREAM ELEVATION & STRUCTURE SECTIONS


IFB 28902

EL. 48.0

EL. 47.75

EL. 39.5

EL. 20.0

EL. 5.0

C TIEROD EL. 42.0

L

FACE OF CONCRETE

ABUTMENT

WALE

3" SHEET PILE

CAP OVERHANG

12 SECTIONS @ 1'-6" = 18'-0" 12 SECTIONS @ 1'-6" = 18'-0"

C TIEROD EL. 37.5

L

FLOW

EL. 62.75

EL. 52.75

EL. 25.0

C TIEROD EL. 55.0

L

FACE OF CONCRETE

ABUTMENT

WALE

3" SHEET PILE

CAP OVERHANG

14 SECTIONS @ 1'-6" = 21'-0"14 SECTIONS @ 1'-6" = 21'-0"

EL. 35.0

C TIEROD EL. 52.0

L

S9

1

ELEVATION - DOWNSTREAM WINGWALL

SCALE: 1/4" = 1'-0"

S9

2

ELEVATION - UPSTREAM WINGWALL

SCALE: 1/4" = 1'-0"

PILE CAP

C15x33.9

PILE CAP

C15x33.9

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

EXCAVATE EXISTING RIPRAP AND BEDDING STONE ADJACENT TO

THE SHEET PILING WALLS DOWN TO THE SUBGRADE. INSPECT AND

REPAIR THE STEEL SHEET PILING AS REQUIRED, AND PREPARE AND

PAINT ALL EXPOSED SHEET PILING SURFACES AS SPECIFIED.

AFTER PAINTING, REPLACE THE EXISTING BEDDING STONE AND

RIPRAP. SUPPLEMENT WITH ADDITIONAL RIPRAP AND BEDDING

STONE AS DIRECTED BY THE DISTRICT.

EL. 30.0

11'-4"

CONCRETE APRON

EL. 42.5

CONCRETE APRON

4'-0"

EL. 63.0

PZ-27 (TYP.)

PZ-27 (TYP.)

11'-4"


I:\E

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.dw

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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

PLAN & SECTIONS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S9




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

UPSTREAM AND DOWNSTREAM WINGWALL ELEVATIONS


IFB 28902

1" MIN.

SHALLOW MORTAR REPAIR

FOR WALL / SLAB

CHEMICAL GROUTING DETAIL FOR

1"MIN.

EXISTING

CONCRETE WALL

EXISTING

CONCRETE WALL

CONCRETE

REMOVAL LIMIT

POLYMER OR

PLASTICIZED

CONCRETE

EXISTING

CONCRETE SLAB

CONCRETE:

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT

OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, LATEST EDITION, SECTION 400 WITH SUPPLEMENTS AND ALL

PERTINENT SPECIFICATIONS CONTAINED THEREIN.

2. ALL CONCRETE SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5,500

PSI. PORTLAND CEMENT SHALL BE TYPE II IN ACCORDANCE WITH ASTM C-150.

CONCRETE SHALL BE AIR ENTRAINED WITH TOTAL AIR AS PERCENT BY VOLUME OF

CONCRETE EQUAL TO 4%. THE AIR ENTRAINING ADMIXTURE SHALL BE MICRO AIR, AS

MANUFACTURED BY MASTER BUILDERS, OR EQUAL, CONFORMING TO ASTM C-260.

THE AGGREGATES SHALL CONFORM TO ASTM C-33 AND SHALL HAVE A 3/4-INCH

MAXIMUM SIZE.

3. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BILLET STEEL BARS

CONFORMING TO ASTM A-615.

4. THE MINIMUM CLEAR CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES

FOR FORMED SURFACES AND 4.5 INCHES FOR CONCRETE CAST AGAINST EARTH.

5. CRACKS WITH FLOWING WATER SHALL BE REPAIRED WITH CHEMICAL GROUT

ACCORDING TO DETAIL S10/4 PRIOR TO CONCRETE SURFACE REPAIR. CUT AND

REMOVE EXCESS CHEMICAL GROUT PRIOR TO CONCRETE REPAIR. WHEN SEALING

VERTICAL CRACKS, BEGIN AT THE BOTTOM AND WORK UP. WHERE WATER FLOW IS

PRESENT, BEGIN INJECTING CRACK AT THE POINT OF LEAST FLOW AND WORK

TOWARDS AREA OF HEAVIEST FLOW. CHEMICAL GROUT SHALL BE HYDRO ACTIVE

FLEX AS MANUFACTURED BY DE NEEF CONSTRUCTION CHEMICALS, INC., OR

APPROVED EQUAL.


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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

DETAILS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S10




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

TYPICAL CONCRETE REPAIR DETAILS


IFB 28902

7 SP. @ 11'-0" = 77'-0"

S11

2

UPSTREAM SAFETY BARRIER

S11

1

PLAN

C SAFETY BARRIER

L

FL

OW

EL. 63.0

EL. 6.0

CHANNEL BOTTOM

EL. 42.5

3

1

T/PILE EL. 66.0

EL. 63.0

SCALE: 3/16" = 1'-0"

ELEVATION

SCALE: 3/16" = 1'-0"

T/PILE EL. 63.0

TYPE "A"

PILE GROUP

7 SP. @ 11'-0" = 77'-0"

TYPE "A"

PILE GROUP

EL. 33.0

C PILE

L

HP 12 x 53 x 60'-0"

(TYP.)

WARNING

SIGN

HP 12 x 53 x 30'-0"

(TYP.)

HP 12 x 53 x 30'-0"

(TYP.)

EL. 33.0

TYPE "B" PILE GROUP

3

11

3

T/PILE EL. 63.0

EL. 60.0



12 FLOATS REQ'D

FLOATING SAFETY BARRIERS:

1. THE FLOATING SAFETY BARRIERS SHALL BE TUFFBUOY AS MANUFACTURED

BY WORTHINGTON PRODUCTS, INC., OR EQUAL. FLOATS SHALL BE 24-INCH

DIAMETER, ORANGE COLOR, WITH A THROUGH CABLE DESIGN. ALL METAL

COMPONENTS SHALL BE STAINLESS STEEL.

NO BOATING

BEYOND THIS POINT

DANGER

BOATING BEYOND SAFETY

BARRIER DANGEROUS KEEP OUT


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REVIEWER:

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P.E. NUMBER:


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DETAILS.dwg

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53746

DECEMBER 1, 2016

S11




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

UPSTREAM SAFETY BARRIER


IFB 28902

S12

2

DOWNSTREAM SAFETY BARRIER

S12

1

PLAN

EL. 52.0

CHANNEL BOTTOM

EL. 30.0

3

1

SCALE: 3/16" = 1'-0"

ELEVATION

SCALE: 3/16" = 1'-0"

EL. 50.0

5 EQUAL SPACES

C SAFETY

BARRIER

L

FL

OW

TYPE "A"

PILE GROUP

TYPE "A"

PILE GROUP

EL. -7.0

NO BOATING

BEYOND THIS POINT

T/PILE EL. 53.0

10 FLOATS REQ'D, ADJUST FLOAT

SPACING AS DETERMINED BY SITE

CONDITIONS

DANGER

BOATING BEYOND SAFETY

BARRIER DANGEROUS KEEP OUT

EL. 21.0

L

HP 12 x 53 x 30'-0"

(TYP.)

C PILE

HP 12 x 53 x 30'-0"

(TYP.)

WARNING

SIGN

T/PILE EL. 51.0

EL. 21.0

HP 12 x 53 x 60'-0"

(TYP.)

TYPE "B" PILE GROUP

EL. 47.0

3

1

T/PILE EL. 51.0

3

1

EL. 43.0

NORMAL TAILWATER EL. 35.0

70'-0"

5 EQUAL SPACES

70'-0"

FLOATING SAFETY BARRIERS:

1. THE FLOATING SAFETY BARRIERS SHALL BE TUFFBUOY AS MANUFACTURED

BY WORTHINGTON PRODUCTS, INC., OR EQUAL. FLOATS SHALL BE 24-INCH

DIAMETER, ORANGE COLOR, WITH A THROUGH CABLE DESIGN. ALL METAL

COMPONENTS SHALL BE STAINLESS STEEL.


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P.E. NUMBER:


SHEET:

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DETAILS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S12




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

DOWNSTREAM SAFETY BARRIER


IFB 28902

3"

1/4"

6"

P 1/2" x 6" x 10"

L

SCALE: 1"=1'-0"

PLAN

S13

1

TYPE "A" PILE GROUP (4 REQ'D)

ELEVATION

HP 12 x 53 x 30'-0"

(TYP.)

1/4"

EL. 63.0' UPSTREAM

EL. 51.0' DOWNSTREAM

6"±

1

3

2" DIA. HOLE

EL. 60.0' UPSTREAM


C PILE

L

C PILE

L

EL. 66.0' UPSTREAM


SCALE: 1"=1'-0"

S13

2

TYPE "B" PILE GROUP (2 REQ'D)

ELEVATION

HP 12 x 53 x 60'-0"

(TYP.)

1/4"

6"±

1

3

EL. 60.0' UPSTREAM


C PILE

L

PLAN

1/4"

2" DIA. HOLE

1/2" P

L


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P.E. NUMBER:


SHEET:

PROJECT NO.:

DETAILS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S13




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

PILE GROUP DETAILS


IFB 28902

4" WIDE

ALL HASH MARKS ARE

1.2" IN HEIGHT

3.25" WIDE

A. QTY. 1

UPSTREAM STAFF GAUGE

9'

A. QTY. 1

DOWNSTREAM STAFF GAUGE

20'

0

1

2

3

4

5

6

7

8

9

10

11

12

I

F

2.5" TEXT

A. QTY. 2

GATE POSITION GUIDE

14'

I

C

A. QTY. 1

POLE MOUNT


20'

B. QTY. 1

POLE MOUNT

BACKBOARD

20'

53

F

2.5" TEXT

C

D

A. QTY. 1

POLE MOUNT


9'

H

A. QTY. 1

POLE MOUNT

BACKBOARD

9'

MATERIALS KEY:

A. STAFF GAUGES & GATE POSITION GUIDES 2"x10" (1.5"x9.5") MADE

FROM TANGENT TECHNOLOGIES POLYFORCE RECYCLED PLASTIC

LUMBER, WHITE OVER BLACK, OR EQUAL.

B. BACKBOARDS:

SOLID BLACK POLYFORCE 2"x12" BY TANGENT TECHNOLOGIES.

(1.5" THICK x 11.75" WIDE), OR EQUAL.

C. TITLE PLAQUE INSERT, WHITE WITH RED LETTERING.

D. NGVD29 OFFSET: +1.03

E. STAFF GAUGE SECTION LINES.

F. SLOTS ARE .8875" x 7.3125" AND ARE SUPPLIED WITH SS WASHERS

AT: 1/4" x 3" x 4". PROVIDE MOUNTING BOLTS/ANCHORS.

G. THRU HOLES ARE 5/8" DIAMETER AND ARE SUPPLIED WITH SS

WASHERS AT: 1/4" x 3" x 4". PROVIDE MOUNTING BOLTS/ANCHORS.

H. 8" SS CLEAT MOUNTED WITH THREADED INSERTS.

I. THRU HOLES ARE 5/16" DIAMETER. PROVIDE MOUNTING

BOLTS/ANCHORS.

J. ABS BRACKET WITH SS SCREWS. MOUNTS OVER STAFF GAUGE TO

BACKBOARDS.

HARDWARE:

ALL HARDWARE SHALL BE STAINLESS STEEL.

53

54

55

56

57

58

59

60

61

I

G

2.5" TEXT

I

C

D

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

E

G

2.5" TEXT

I

C

D

51

52

53 13

34

35

36

37

38

39

40

2.5" TEXT

41

42

43

44

45

46

47

48

49

50

F

C

D

51

52

53

H

J

55

56

57

58

59

60

61

J

54

EL. 62.0 U.S.

EL. 54.0 D.S.

ATTACH EXIST.

STRAINER

EL. 50.0 U.S.

EL. 34.0 D.S.

EL. 32.0 U.S.

EL. 24.0 D.S.

4" DIA. x 30' A53

STD. PIPE (GALV.)

STAFF GAGE POLE

EXIST. 3" STILLING

WELL LINE


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P.E. NUMBER:


SHEET:

PROJECT NO.:

DETAILS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S14




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

STAFF GAUGES AND GATE POSITION GUIDES


IFB 28902

9"

2'-6"

1

1

2

"

S15

1

FENCE PLAN

45°

1'-6"

4'-6"

3"

1'-6"

3 SPACES @ 6'-2" = 18'-6"

1'-6"

3"

1'-6"

3 SPACES @ 6'-2" = 18'-6"

3"

1'-6"

2 SPACES @ 6'-5" = 12'-10"

1'-6"

3"

1'-6"

2 SPACES @ 6'-5" = 12'-10"

1'-6"

3"

1'-6"

2

S

P

A

C

E

S

@

7

'

-

8

"

=

1

5

'

-

4

"

1'-6"

3"

1'-6"

2

S

P

A

C

E

S

@

7

'

-

8

"

=

1

5

'

-

4

"

45°

3"

9"

2 SPACES @

5'-0" =10'-0"

3"

1'-6"

2

S

P

A

C

E

S

@

6

'

-

0

"

=

1

2

'

-

0

"

1'-6"

3"

1'-6"

2

S

P

A

C

E

S

@

6

'

-

0

"

=

1

2

'

-

0

"

1'-6"

1

3

'

-

1

3

4

"

2

1

4

"

1

1

2

"

3"

2'-0"

4 S

PA

CE

S @

4'5

1 2

" =

17'-10"

2'-2"

2'-0"

4 S

PA

CE

S @

4'-5

1 2

" =

17'-10"

2'-2"

3"

2'-3"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

2'-3"

3"

3"

2'-3"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

2'-3"

3"

FLOW

C SPILLWAY

L

CONTROL

HOUSE

SCALE: 3/16" = 1'-0"

FENCE NOTE SPECIFICATIONS:

ALL NEW FENCING COMPONENTS SHALL BE AS FOLLOWS:

1. POSTS: 2” NOMINAL DIAMETER SCHEDULE 80 PIPE, ASTM B241, ALUMINUM ALLOY 6061-T6.

2. VEHICULAR GATE POSTS: 3.5” NOMINAL DIAMETER SCHEDULE 40 PIPE, ASTM B241, ALUMINUM ALLOY 6061-T6.

3. FENCE RAIL: 2” NOMINAL DIAMETER SCHEDULE 40 PIPE, ASTM B241, ALUMINUM ALLOY 6061-T6.

4. CHAIN LINK FABRIC: 2” x 9 GAGE x 6’-0” NOMINAL, ASTM F1183, ALUMINUM ALLOY 6061-T94.

5. TENSION WIRE: MINIMUM 3/16” DIAMETER, ASTM B211, ALUMINUM ALLOY 5056-H38 OR 5056-H192.

6. TIE WIRE AND HOG RINGS: MINIMUM 9 GAGE, ASTM B211, ALUMINUM ALLOY 5056-H38 OR 5056-H192.

7. TENSION BARS: 1/4” x 3/4”, ASTM B210, ALUMINUM ALLOY 6061 T-6.

8. TENSION POST CONNECTORS AND FENCING TIES SHALL BE ALUMINUM.

9. ALL HINGES, LATCH ASSEMBLIES, POST BASE PLATES, AND LIFTING EYES: ASTM B209, ALUMINUM ALLOY 6061 T-6.

10. ALL CONNECTION HARDWARE: 316 STAINLESS STEEL.

NOTE: CONTRACTOR SHALL VERIFY ALL DIMENSIONS

PRIOR TO FABRICATION OF FENCES.

3'-3"

1'-6"

DOWNSTREAM PILING

WALL FENCE (TYP.)

(SEE SHEET S17)

UPSTREAM CONCRETE

AND PILING WALL FENCE

(TYP.) (SEE SHEET S19)

DOWNSTREAM

CONCRETE WALL FENCE


SERVICE BRIDGE FENCE


1'-6" 1'-6"

45°

15"

7

1

2

" (TYP.)

9"

9"


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DRAWN:

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DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

DETAILS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S15




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

FENCE PLAN AND NOTES


IFB 28902

SERVICE BRIDGE

SCALE: 3/8" = 1'-0"

S16

1

SERVICE BRIDGE - UPSTREAM ELEVATION

SCALE: 3/8" = 1'-0"

HINGED GATES (1 1/2" STD. PIPE) WITH

POSITIVE LOCKING DEVICE (TYP.)

S16

2

SERVICE BRIDGE - DOWNSTREAM ELEVATION

22'-0"

19'-6"

2'-3" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-3"

2'-0" 4'-5

1

2

" 2'-2"

19'-6"

2'-3" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-3"

4'-5

1

2

"4'-5

1

2

"4'-5

1

2

"

22'-0"

2'-0"4'-5

1

2

"2'-2" 4'-5

1

2

" 4'-5

1

2

" 4'-5

1

2

"

3"

4"

6'-0"

4"

6'-0"

3" 3" 3" 3"

FIT TO EXISTING POST BASES (TYP.)

COAT BOTTOM OF ALUM. POST WHERE

IN CONTACT WITH STEEL POST BASE

LIFTING EYE (TYP.)

SEE DETAIL S20/1

SERVICE BRIDGE

FIT TO EXISTING POST BASES (TYP.)

COAT BOTTOM OF ALUM. POST WHERE

IN CONTACT WITH STEEL POST BASE

LIFTING EYE (TYP.)

SEE DETAIL S20/1

3/8" FLAT WASHER - 316 STAINLESS STEEL

POSTS: 2" NOM. DIA. - SCH80 ASTM B210 6061 ALUMINUM

RAILS: 2" NOM. DIA. - SCH40 ASTM B210 6061 ALUMINUM

POST FOOT BRACKET (SEE DETAIL S20/7)

LIFTING EYE (SEE DETAIL S20/1)

1006

TENSION BAR - 1/4 x 3/4 LG ASTM B210 6061 ALUMINUM

2.00 x 2.00 x 6'-0" NOM. - ALUMINUM FENCING1001

FENCING TIE - ALLUMINUM1002

TENSION POST CONNECTOR - ALLUMINUM1003

3/8-16 x 3/4" HEX BOLT - 316 STAINLESS STEEL1004

3/8-16 HEX NUT - 316 STAINLESS STEEL1005

1007

1/2" NOM. FLAT WASHER, 316 STAINLESS STEEL1013

1/2"-13 x 1.50" HEX BOLT, 316 STAINLESS STEEL1021

SERVICE BRIDGE FENCE ASSEMBLY

SERVICE BRIDGE FRAME ASSEMBLY

1003

1004

1005

1006

1007

1003

1004

1005

1006

1007

1001

1002

1002

1001


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DRAWN:

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DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

DETAILS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S16




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

SERVICE BRIDGE FENCE


IFB 28902

1013

1021

3"

1'-6"

2 SPACES @ 7'-8" = 15'-4"

1'-6"

3/8" FLAT WASHER - 316 STAINLESS STEEL



POST FOOT BRACKET (SEE DETAIL S20/7)


1006

TENSION BAR - 1/4 x 3/4 LG ASTM B210 6061 ALUMINUM

PILING EDGE FOOT BRACKET (SEE DETAIL S17/3)






1007




4"

6'-0"

1002

1001

S17

2

PILING WALL FENCE FRAME (2 REQ'D)

CONTINUE

ON SHEET

S18

1003

1004

1005

1006

1007

S17

1

PILING WALL FENCE ASSEMBLY (2 REQ'D)

4"

PILING EDGE

FOOT BRACKET

SEE DETAIL S20/7

TYP.

.25x

NOTE: PROVIDE 1/4" NEOPRENE GASKET

UNDER ALL FENCE POST FOOT PLATES

1'-6" FENCE

SECTION AT 45°

ANGLE TO WALL

DOWNSTREAM

SCALE: 3/8"=1'-0"

SCALE: 3/8"=1'-0"

WEST

WEST

1'-6"

2 SPACES @ 7'-8" = 15'-4"

1'-6"

3"

CONTINUE

ON SHEET

S18

LIFTING EYE (TYP.)

SEE DETAIL S20/1

LIFTING EYE (TYP.)

SEE DETAIL S20/1

1'-6" FENCE SECTION AT

45° ANGLE TO CONC. WALL

PILING WALL FENCE ASSEMBLY

PILING WALL FRAME ASSEMBLY

S17

3

PILING FOOT BRACKET

6.50

6.00

2.00

11.00

10.500.25 0.25

4.00

1.00

6.00

1.00

3.50 3.504.00

1021

TYP.

TACK

Ø0.625 HOLE

(4 PLCS)

0.375" A36 CARBON STEEL PLATE

NOT TO SCALE


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DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

DETAILS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S17




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

PILING WALL FENCE - DOWNSTREAM


IFB 28902

4'-6"

6'-0"

4"

6'-4"

3"

1'-6"

6'-0"

4"

S18

2

CONCRETE WALL FENCE FRAME (2 REQ'D)

4'-6"

1002

1001

6'-0"

4"

6'-4"

1003

1004

1005

1006

1007

3"

1'-6"

6'-0"

4"

3 SPACES @ 6'-2" = 18'-6"

1'-6"

1'-6"

2 SPACES @ 6'-5" = 12'-10"

3"

1'-6"



POST FOOT PLATE (10 REQ'D) (SEE DETAIL S20/6)


1002

1001

1012

1013

1014

1015

CONTINUE ON

SHEET S17

CONTINUE ON

SHEET S17

1'-6"

3"

S18

1

CONCRETE WALL FENCE ASSEMBLY (2 REQ'D)

EAST

SCALE: 3/8"=1'-0"

3

1

SCALE: 3/8"=1'-0"

SEE SHEET S20 FOR HARDWARE

LIFTING EYE (TYP.)

SEE DETAIL S20/1

EAST



3

1

1'-6"

3"

2 SPACES @ 6'-5" = 12'-10"

1'-6"

1'-6"

3"

1'-6"

3 SPACES @ 6'-2" = 18'-6"






3/8" FLAT WASHER - 316 STAINLESS STEEL1006

TENSION BAR - 1/4 x 3/4 ASTM B210 6061 ALUMINUM1007

1/2-13 x 6.00" - ALL-THREAD ROD, 316 STAINLESS STEEL1012


1/2"-13 HEX NUT, 316 STAINLESS STEEL1014

ADHEASIVE ANCHOR - HILTI 500RE-SD1015

3"±

3"±

1'-6" FENCE SECTION AT

45° ANGLE TO CONC. WALL

FENCE ASSEMBLY

FENCE FRAME ASSEMBLY




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DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

DETAILS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S18




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

CONCRETE WALL FENCE - DOWNSTREAM


IFB 28902

1012

1013

1014

1015

4"

6'-4"

6'-0"

1'-6" 1'-6"

2 SPACES @ 5'-0" = 10'-0"

3"

4"

6'-4"

6'-0"

4"

6'-0"

1'-6"

1001

1003

1004

1005

1006

1007

1002

1001

2 SPACES @ 6'-0" = 12'-0"

1001





3/8" FLAT WASHER - 316 STAINLESS STEEL1006

TENSION BAR - 1/4 x 3/4 LG ASTM B210 6061 ALUMINUM1007






POST FOOT PLATE (SEE DETAIL S20/6)



S19

1

CONCRETE & PILING WALL FENCE ASSEMBLY (2 REQ'D)

S19

2

CONCRETE & PILING WALL FENCE FRAME (2 REQ'D)

1002

1'-6" FENCE SECTION

AT 45° ANGLE

SCALE: 3/8"=1'-0"


UPSTREAM

SCALE: 3/8"=1'-0"

LIFTING EYE (TYP.)

SEE DETAIL S20/1

WEST

WEST

EAST

3"

1'-6"

3"

1'-6"

2 SPACES @ 6'-0" = 12'-0"

1'-6"

OPERATING

PLATFORM

OPERATING

PLATFORM

3"

USE EXISTING

GATE HINGE

BRACKETS

GATE (NORTH

SIDE ONLY)

7'-8"

14'-0"

FENCE ASSEMBLY

FRAME ASSEMBLY

2.00 x 2.00 x 6'-0" NOM. - ALUMINUM FENCING

3"

6'-0"

EAST

3"




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DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

DETAILS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S19




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

CONCRETE & PILING WALL FENCE - UPSTREAM


IFB 28902

0.501.00

2.90

S20

6

POST FOOT PLATE

2.00

4.00

3.00

6.00

.50

0.50

REF

0.50

2.50

5.00

Ø0.50

0.50

2.15

6.00

1.875

2.25

1.875

3.00

0.25

S20

1

LIFTING EYE S20

2

LATCH ASSEMBLY S20

3

LOCKING EYELET

1.50

1.00

2.00

0.375

S20

4

HINGE HALF - DOOR SIDE

1.90

2.40

1.45

0.50

0.375

S20

5

HINGE HALF - FENCE SIDE

0.375

2.40

0.95

4.30

3.35

0.95

2.40

6.00

4.00

1.00

0.50

6.00 4.00

1.00

1N2

R2.00

Ø2.00

1N2

1N1

TYP.

.25x

1N1

R1.00

TYP.

REMOVE

THIS AREA

R0.50

R0.50

ASTM B210 6061 ALUMINUM PLATE ASTM B210 6061 ALUMINUM

ASTM B210 6061 ALUMINUM

R0.50

Ø0.50 HOLE

R0.50


R0.95

Ø0.8125 HOLE

R0.95


R0.95

Ø0.8125 HOLE

R0.50

R0.95

ASTM 6061 ALUMINUM PLATE

Ø0.625 HOLE (4 PLACES)


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DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

DETAILS.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S20




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

FENCE DETAILS


IFB 28902

W.P. EL. 47.98

SCALE 3/4"=1'-0"

10'-6

3

4

"

EL. 57.0

SLIDE GATE

GUIDES REFER

TO S22/1

3/8" SKIN P

3'-6"

EL. 61.0 CLOSED

POSITION

MAX. FLOOD EL. 61.0

TOP OF GATE EL. 61.0

FLOW

S21

3

GATE SECTION

10

7

8

" 2'-0" 3'-8" 2'-0" 3'-8" 2'-0"3'-8"2'-0" 10

7

8

"

34 SP @ 6" = 17'-0"3@6" =1'-6"

4

7

8

"

3@6" =1'-6"

4

7

8

"6'-8" 6'-8" 6'-8"

C ALIGNMENT DOWELS (TYP.)

L

C 3/4" DIA. A325 GALV. BOLTS (TYP.)

L

20'-9

3

4

"

C 1 1/2" DIA. DRAIN HOLES (TYP.)

L

S21

2

SPLICE SECTION

1/4"

15x33.9

PROVIDE 4 ALIGNMENT DOWELS

3/4" DIA. x 2 3/8" LONG, DRILL AND

REAM HOLES TO 49/64" DIA.

LOCATE DOWELS AS SHOWN.

C HORIZ.

L

S

S21

4

DOWEL DETAIL

NOT TO SCALE

3/4"

2 3/8"

3/4"

3/16" ROD

DOWEL

NEW RUBBER SEAL

1/2"x15 1/2"x24'-10"

NOTE: PROPOSED GATE MODIFICATIONS

AS SHOWN IN BOLD.

1/2" BRACKET P

C 6" O.D. ROLLER

(NO RIM)

C 13 1/2" O.D.

ROLLER (RIM)

3/8" STIFFENER P's

@ 1'-0" ON CENTERS

1/2" BRACKET P

C 6" O.D. ROLLER

(NO RIM)

C 13 1/2" O.D.

ROLLER (RIM)

1'-1"

5"

1

4

"1"

3'-3"

2'-0"

5'-3

1

4

"

C 13

1

2

" O.D.

ROLLER (NO RIM)

C 13

1

2

" O.D.

ROLLER (NO RIM)

C 13 1/2" O.D.

ROLLER (RIM)

C 13

1

2

" O.D.

ROLLER (NO RIM)

C 13 1/2" O.D.

ROLLER (NO RIM)

C 13

1

2

" O.D.

ROLLER (RIM)

LIFT BRACKET

9"

1'-6"

2'-0"

2'-0"

2'-6

1

4

"

4'-3"

13'-0

1

4

"

EL. 57.0

5'-7"1'-9" 6'-1

3

4

" 5'-7" 1'-9"

1'-8

7

8

"

1

8

"

POSITION MARKER NOT SHOWN

1

2

" (TYP.)

BOTTOM OF 3/8" SKIN P

W.P. 47.98

1

4

"

20'-9

3

4

"

1'-8

7

8

"

1

8

"

54"

(2) SPACES

7

7

8

" C TO C

15

3

4

" TOTAL

SCALE: 3/4"=1'-0"

S21

1

GATE ELEVATION (LOOKING UPSTREAM)

11

3

4

"

W.P

. E

L. 4

7.9

8

LOW-FLOW GATE

OPENING 1'-6"Hx4'-6"W

ALL CHANNEL

ARE C15x33.9

3'-6x5'-6" OPENING (TYP.)

FOR SKIMMER/SLIDE GATES

EXISTING FLOOD

CONTROL GATE

3/8 SKIN P FAR SIDE NOT

SHOWN EXCEPT AT

BOTTOM OF GATE.

2"

1'-10"

S21

3

S21

3

S23

2

S23

2

(6) SPACES 7

7

8

" C TO C

47

1

4

" TOTAL

60"

P

3

8

"x6"

11

5

8

"

46

3

4

"

51"

2"

1

1

8

"

3"

L

L

L

L

L

L

L

L

L

L

L

L

L

INVERT EL. 50.31'

L

1"

2"

6

7

8

"

9

7

8

"

13

1

4

"

L

C BOLTS

L

C HOIST

T/GATE EL. 61.00'RO

LL

ER

S

PA

CIN

G

CH

AN

NE

L S

PA

CIN

G

BA

CK

T

O B

AC

K

T/CONCRETE DECK EL. 63.00'

L

C HOIST

L

TOP OF GATE EL. 61.0

(CLOSED POSITION)

L

CUT GATE AND SEAL

L5x3x1/2 AT EL. 54-2

3

4

"

S21

2

S21

2

1/2" RUBBER GASKET BETWEEN GATE

SECTIONS. BOLT SECTION TOGETHER W/ 3/4" Ø

BOLTS ON 6" ALTERNATE CENTERS. PROVIDE

DOWELS AS SHOWN IN "DOWEL DETAIL" FOR

ACCURATE POSITIONING OF UPPER AND LOWER

GATE SECTIONS AT FINAL ASSEMBLY.

NEW C15 x 33.9

L

C's 1

1

2

" DIA.

WEEP HOLES

2'-0" 3'-8" 2'-0" 3'-8" 2'-0" 3'-8" 2'-0"

11

1

2

"

(TYP.)

SCALE: 3/4"=1'-0"

L

C LIFT BRACKET

L

L

L

L

C RECESS & SEAL P

1" WEB P

NEW C15 x 33.9

NEW C15 x 33.9

REMOVE AND DISPOSE HOIST

STANDS AND OPERATORS

(SEE SHEET S/22

REMOVE SKIMMER GATE SEALS

AND WIELD FOUR SIDES TO MAIN

GATE ( TYP. 6 PLACES)

GATE MODIFICATIONS (ADDITIVE ALT. NO. 1)

USGS GATE POSITION SENSORS:

1. PRIOR TO THE START OF WORK ON THE GATES, THE CONTRACTOR SHALL COORDINATE AND

COOPERATE WITH THE USGS FOR REMOVAL OF THE GATE OPENING SENSORS.

2. THE USGS HAS A TOTAL OF 4 GATE OPENING SENSORS LOCATED ON THE STRUCTURE. THERE

IS ONE FOR EACH LOW-FLOW GATE AND ONE FOR EACH MAIN GATE. THE GATE SENSORS ARE

HOUSED INSIDE WHITE ENVIRONMENTAL ENCLOSURE BOXES. THE LOW-FLOW GATE SENSORS

ARE MOUNTED TO THE TOP OF EACH LOW-FLOW GATE FRAME. THE TWO MAIN GATE SENSORS

ARE MOUNTED TO THE TOP OF THE CONCRETE SUPPORT WALL FOR OPERATING PLATFORM.

ALL OF THE SENSORS ARE WIRED DIRECTLY INTO A DATALOGGER INSIDE THE ADJACENT

CONTROL HOUSE. THE USGS WILL REMOVE THE WIRING, SOLAR PANEL, AND ANY OTHER USGS

EQUIPMENT OUTSIDE THE CONTROL ROOM PRIOR TO THE START OF WORK ON THE GATES.

STRUCTURAL STEEL NOTES:

1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH

THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR THE DESIGN,

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", NINTH EDITION.

2. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS)

"STRUCTURAL WELDING CODE" AWS D1.1.

3. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE NEW AND CONFORM TO THE

REQUIREMENTS OF THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARD

A36 UNLESS NOTED OTHERWISE.

4. ALL BOLTS SHALL BE STAINLESS STEEL CONFORMING TO ASTM A276, TYPE 304. THE SIZE AND

LOCATION OF REPLACEMENT BOLTS SHALL MATCH EXISTING UNLESS NOTED OTHERWISE.

5. ALL WELDING SHALL UTILIZE E70XX LOW-HYDROGEN ELECTRODES UNLESS NOTED OTHERWISE.

6. FIELD CORRECTING OF FABRICATED STEEL SHALL NOT BE PERMITTED ON MAJOR STRUCTURAL

MEMBERS WITHOUT PRIOR APPROVAL OF THE DISTRICT.

GATE OVERHAUL:

1. DISASSEMBLE/REASSEMBLE GATE COMPONENTS

a. ALL GATE COMPONENTS SHALL BE DISASSEMBLED FOR BLASTING AND PAINTING.

b. MARK ALL GATE COMPONENTS PRIOR TO REMOVAL FOR EASE OF ASSEMBLY.

c. REMOVE WHEELS FROM GATE SECTIONS.

d. PRESS OUT SHAFTS WITH PORTA POWER WHILE MAKING SURE NOT TO DAMAGE GATE

STRUCTURE. IF SHAFTS ARE NOT MOVING, USE HEAT ON COLLARS WHILE PRESSING OUT.

e. REMOVE/UNBOLT J-SEALS AND BOTTOM SEALS FROM GATE.

f. REMOVE THE HOIST COFFIN AND LOAD ONTO DISTRICT TRAILER.

g. CUT GATE AND SEAL RETAINING ANGLES INTO TWO PIECES AND FABRICATE NEW CHANNEL

AS DETAILED. MODIFY GREASE LINES TO ALLOW SEPARATION OF THE TWO GATE SECTIONS.

REMOVE SKIMMER GATE OPERATORS AND SEALS, WELD SKIMMER GATES TO MAIN GATE.

h. ALL STEEL COMPONENTS SHALL BE BLASTED AND PAINTED.

i. REASSEMBLE GATE REPLACING ALL SEALS AND HARDWARE WITH NEW.

j. REINSTALL GATES AND HOIST COFFINS.

2. GATE

ALL GATE COLLARS SHALL BE INSPECTED AND REPLACED IF NECESSARY. IF COLLARS NEED TO

BE REPLACED, ABRASIVE BLASTING AROUND THE COLLAR IS REQUIRED TO PREPARE FOR

INSTALLATION OF THE NEW COLLAR.

3. WHEELS

a. WHEELS SHALL BE BLASTED, INSPECTED, AND TURNED DOWN IF NECESSARY FOR BANDING.

IF REQUIRED, THE BANDS SHALL BE SIZED AND THE WHEEL PLACED IN AN OVER OVERNIGHT

IN PREPARATION OF THE WELDING PROCESS. AFTER WELDING, THE WHEEL SHALL BE

COOLED SLOWLY TO PREVENT FRACTURING OF THE WELDS AND THEN MACHINED TO THE

REQUIRED DIAMETER.

b. AXLES AND WHEELS SHALL BE MEASURED FOR “THORDON THORPLAS” BEARING

FABRICATION. THE “THORDON THORPLAS” BEARINGS SHALL BE INSERTED AND THE WHEELS

BLASTED AND PAINTED.

4. AXLES

AXLES SHALL BE ABRASIVE BLASTED (EXCEPT FOR STAINLESS STEEL) AND INSPECTED FOR

SERVICEABILTY. IF NECESSARY, THE AXLES SHALL BE REPAIRED. UPON COMPLETION, AXLES

SHALL BE BLASTED AND PAINTED.

5. RAILS AND SPLICE BARS

WHEN REMOVING RAILS, CARE SHALL BE TAKEN TO MEASURE AND DOCUMENT THICKNESS AT

EACH LOCATION AND TO REPLACE WITH SAME SIZE AND NUMBER OF SHIMS. THIS IS CRITICAL

TO THE PROPER OPERATION OF THE GATE. RAILS AND SPLICE BARS SHALL BE BLASTED AND

PAINTED. REPLACE SHIMS OF SAME SIZE WITH SS-304.

NOTES CONTINUE ON SHEET S22


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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

GATES.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S21




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

GATE MODIFICATIONS


IFB 28902

4

1

2

"

3/8" SKIN P NEAR SIDE

3/8" STIFFENER P's

1"

10'-1 1/4"

4 1/2"

10'-6 3/4"

3'-6"(NTS)x5'-6"

OPENING (TYP.)

3

8

" STIFFENER P

4'-3"

1

1

2

"Ø STD. PIPE BRACE

2'-9 1/2" 2'-91/2"

2'-5" 2'-5"

1 11/16" (TYP.)

1 11/16" (TYP.)

LIFT BRACKET

NOT SHOWN

C 1/2"Ø BOLTS

TOP OF MAIN GATE

EL. 61.0 (CLOSED

POSITION)

3/8" STIFFENER P's

1/2"Ø BOLTS SPACED

ON 1'-0" CENTERS

ROUND EDGE BARS 7/8x3/8 NOT SHOWN

SEE C2/4 & C2/5

ROUND EDGE

BAR 3x 1/2"

BAR

1 3/4"x1 1/4"

BAR

1 3/4"x1 1/4"

ROUND EDGE

BAR 4 3/8"x1/2"

BACK OF

BACK OF

CENTER SLIDE GATE HOIST

STAND TO BE REMOVED

(TYP. 4 PLACES)

S22

1

SKIMMER GATE GUIDES ELEVATION (LOOKING DOWNSTREAM)

S22

4

L

EL. 66.2

L

L

L

L

NOT TO SCALE

C SLIDE GATE & LIFT

L

SLIDE GATE STOP

L 2x2x3/8"x0'-6"

SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

2"

6"

2"

1

1

2

"

1

1

2

"

2"

1" 8" 4"

3"

3

1

2

"

3

1

2

"

3/8" P

2-3/4"Ø HOLES

2"Ø HOLE

6'Ø

STD. PIPE

2

1

2

"

2" 4" 1

1

2

"

1

1

2

"

4

1

2

"

1

1

2

"

4

1

2

"

1'-0"

10"

1/2" P

3/8"Ø BOLT & NUT

1 1/2"

2 1/2"

BAR 3 1/4"x3/8"

1 3/4"Ø HOLE IN

BAR

6"Ø

STD. PIPE

15"

3

1

2

"

3

1

2

"

3

1

2

"

9

1

2

"

1 1/2" AMER. STD.

REG. SQ. NUT

S22

4

SECTION

S22

5

SECTION

S22

6

ELEVATION

SCALE: 3"=1'-0"

L

FLOW

LIFT BASE NOT

SHOWN

L

FLOW

NOTE:

SHADED ITEMS SHALL BE

REMOVED AND DISPOSED.

3'-9

"

GA

TE

UP

29° ACME THREAD, 1/4" PITCH

AND LEAD. 1 1/2"Ø STEM

18" HANDWHEEL

EL. 66.5±

4'-3" T

HR

EA

D LE

NG

TH

3/8" P

10 1/2" (C

LO

SE

D P

OS

IT

IO

N)

6"Ø STD. PIPE

STIFFENER P's

8"

4 1/2"

3

1

2

"

4'-1 1/2"

2 1/2"

6"

2 1/2"

TOP OF MAIN GATE

(CLOSED) EL. 61.0

1/2" RAD. WEEP HOLE

6"

1 1/2"

5 1/4"

3/4"

3/8" STIFF P

1" BOLTS

C 3/4" BOLT

1 1/2"Ø STD.

PIPE BRACE

BAR 1 1/2"x1

(EA. END OF

GATE)

BAR 3x1/2"

7/8"x3/8" ROUND

EDGE BARS

3'-7 1/2"

3/8" SLIDE GATE P

BAR 3x1/2"

2 3/4"

3/4"

1 1/8"

1 5/8"

3'-6" C

LE

AR

OP

EN

IN

G

3"

3"

EL. 57.0

SEAL BAR

3/4"x3/8"x5'-6 1/2"

ROUND EDGE

BAR 7/8"x3/8"

6'-6"

3'-8 1/4"

GATE

TRAVEL

SLIDE GATE STOP

L2x2x3/8"

3/8" SKIN P

L2x2x3/8"

3/4"Ø BOLT & NUT

SCALE: 1 1/2"=1'-0"

1/2" P

CENTER SLIDE GATE

HOIST STAND TO BE

REMOVED (TYP. 4

PLACES)

S22

4

S22

4

S22

5

S22

5

S22

6

S22

6

S22

3

SKIMMER GATE SECTION

L

L

L

FLOW

L

L

L

L

L

L

C LIFT

EL. 66.2

L

C 6" STD. PIPE

3/8" STIFFENER P's

PAINTS AND PROTECTIVE COATINGS:

1. ALL STEEL SHALL BE PRIMED AND PAINTED IN ACCORDANCE WITH THE STEEL STRUCTURES

PAINTING COUNCIL (SSPC) "STEEL STRUCTURES PAINTING MANUAL".

2. STEEL SURFACE PREPARATION SHALL BE AS FOLLOWS:

GATES: SSPC-10 NEAR WHITE BLAST CLEANING.

3. PAINT SHALL BE BY THE WASSER CORPORATION, OR EQUAL, AS FOLLOWS:

FIRST COAT: MC-ZINC 100 GRAY, 6 MILS DFT MINIMUM

SECOND COAT: MC-TAR 100 RED, 6 MILS DFT MINIMUM

THIRD COAT: MC-LUSTER 100 SILVER, 6 MILS DFT MINIMUM

SURFACE PREPARATION AND APPLICATION SHALL BE IN ACCORDANCE WITH THE PAINT

MANUFACTURER SPECIFICATIONS.

RUBBER SEALS:

1. THE NEW ½” RUBBER SEAL BETWEEN THE GATE SECTIONS SHALL BE BLACK NEOPRENE

SHEET COMMERCIAL GRADE 60 DURO PLATE FINISH IN ACCORDANCE WITH ASTM D2000

1BC605, AS MANUFACTURED BY TAMPA RUBBER AND GASKET COMPANY, INC., OR EQUAL.

2. THE EXISTING J-SEALS SHALL BE REPLACED WITH SOLID BULB TYPE J-SEAL NO. 2514

(1-3/4”X5’X9/16”) AS MANUFACTURED BY SEALS UNLIMITED, INC., OR EQUAL. DRILL HOLES

TO CONFORM WITH THE SIZE AND SPACING ON THE GATE. NOTE THAT THE ½” SEAL

BETWEEN THE GATE SECTIONS WILL REQUIRE AN ADJUSTMENT TO THE EXISTING SEAL

HOLE LOCATIONS.


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ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

GATES.dwg

WILLIAM R. COTE

53746

DECEMBER 1, 2016

S22




PLC

AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

SKIMMER GATES - ELEVATIONS AND SECTIONS


IFB 28902

15'-1 1/4"

10'-8 1/4"

10'-6 1/4"

(1) 11'-5"

(1) 6'-7"

6'-3 1/4"

3'-2 1/2"

2'-6"

2'-4 1/2"

1 1/2"

4'-5"

(REF)

1'-9" 18"2 SP. @

7 7/8" C TO C

= 15 3/4"

1 1/8"

3"

TOP OF EXISTING GATE

(CLOSED-POSITION EL. = 61.00'

GATE FULL OPEN

5'-4"

2" 5'-0"

4'-6"3"

12 1/8"

INV. EL. = 50.31'

STEM LENGTH

15'-2"

THREADED LENGHT

2'-9"

END OF STEM

1.g

1

23 5/8"

(6) SP. @ 7 7/8"

C TO C =

47 1/4" TOTAL

3

1.a2

3

1.a1

7.1

7.a

7.d

7.b

2 PLCS. 8

30"

'AK' 'AME'

2 PLCS. 4

5'-0"

(REF)

3"

4"

5 1/2"

1/2"1/2"

2 1/2"

6 3/4"

19 3/4"

S23

5

S23

5

NOT TO SCALE

S23

1

LOW-FLOW GATE ELEVATION LOOKING DOWNSTREAM

S23

3

S23

3

S23

4

S23

4

NOT TO SCALE

S23

2

LOW-FLOW GATE SECTION

3/8" 6

7.g

NOT TO SCALE

S23

3

SECTION

1.d1

1.c

76 24 PLCS

75 12 PLCS

80 12 PLCS

1.a

1.e1

1.b

1.f

3/8" 6

3 (REF)

STEEL MOUNTING

PLATE

1/2" GASKET

NOT TO SCALE

S23

4

SECTION

14 PLCS 81

14 PLCS 74

14 PLCS 75

14 PLCS 76

3/8" 6

VARIES

C15 x 33.9

STL. CHANNEL

74 (14 PLCS)

1/2" GASKET

1.e2

1"

3 (REF)

GATE INVERT EL. 50.31'

NOT TO SCALE

S23

5

SECTION

1.g

1.b

1.e1

1.d2

1/2" GASKET

VARIES

3 (REF)

81 REF.

C15 x 33.9

STL. CHANNEL3/8" 6

4 7/8"

± 1/8"

MATERIAL KEY

1. CAST IRON: ASTM A-126 CL. B

6. STRUCTURAL STEEL: ASTM A-36

9A. STN. STEEL: ASTM A-276 TY.304/ 304L D/C

11. STEEL PIPE: ASTM A-53

13. NEOPRENE RUBBER: ASTM D-2000

14. CLEAR PLASTIC BUTYRATE PIPE

15A. STN. STL. HDW.: ASTM F-593 & 594 TYPE 304

21. UHMW POLYETHYLENE PLASTIC

37. M.S. STEEL HDW.: ASTM A-449

ITEM DESCRIPTION

1. GATE ASSEMBLY

a) FRAME WELDMENT

1) HEADRAIL

2) STEM BRACE

b) COVER WELDMENT

c) ASSEMBLY HARDWARE

d) SEATS & SPACER

1) SIDE SEAL

2) TOP SEAL

e) SEALS

1) SEAL

2) FLUSHBOTTOM SEAL

f) RETAINER BAR

g) STEM BOLT & NUT

3. STEM (RISING)

4. LIMIT

7. LIFT ASSEMBLY

a) LIFT (DRIVER)

b) LIFT (SLAVE)

c) PEDESTAL

d) INTERCONNECTING SHAFT

e) KEY (NOT SHOWN)

f) COUPLING

g) HEX HEAD BOLT, NUT, & WASHER

7.1 ELECTRIC OPERATOR

OUTLING DWG.

SCHEMATIC DWG.

HEX HEAD BOLT

8. STEM COVER (W/MYLAR STRIP INDICATOR)

74. WEDGE WASHER

75. HEX NUT

76. WASHER

80. HEX HEAD BOLT

81. HEX HEAD BOLT

NOTES: UNLESS OTHERWISE SPECIFIED.

1. (GATE CAPACITY) MAXIMUM SEATING HEAD = 10 FT.; MAXIMUM UNSEATING HEAD = 10 FT.

2. OPERATING HEAD FROM GATE CENTER LINE: SEATING HEAD = 10 FT.; UNSEATING HEAD = 10 FT. 6

3. LIFT CAPACITY = 1,565 LBS. @ 7.25 IN/MIN (20 FT. -LBS : 58 RPM)

4. TURN HANDWHEEL CCW TO OPEN (RAISE) GATE.

5. 29' MODIFIED STUB ACME THREADS ( 1/4 PITCH 1/4 LEAD).

6. CONTRACTOR TO VERIFY OR SUPPLY.

7. DIMENSION INCLUDES 1/2 INCH FOR GASKET.

8. SHOP NOTE: PROVIDE LEFT HAND THREADS FOR AME LIFT; RIGHT HAND THREADS FOR AK LIFT.

(2) GATES REQ'D @ SPILLWAY MAIN GATES 6

FINISH KEY

1. AS CAST

2. MILL

3. MACHINED

4. GALVANIZED - ASTM A-123

5. GALVANIZED - ASTM A-153

6. SEE PAINT KEY

7. ZINC PLATE

PAINT KEY

6E BLAST CLEAN PER SSPC-SP10

PRIME (1) CT (3 MILS) &

PAINT (2) CTS (4 MILS/CT)

POLYAMIDE EPOXY (TDFT 11 MILS) (MIN)

COLOR: GRAY 6

6H BLAST CLEAN PER SSPC-SP6

(2) CTS POLYAMIDE EPOXY PAINT

& (1) CT POLYURETHANE ENAMEL

(TDFT-11 MILS) (MIN) COLOR: GRAY 6

6T. LIMITORQUE STANDARD SHOPCOAT

PART NO. OR SIZE

(FOR WATERMAN USE ONLY)

REF. 108035

REF. 108034

5 IN. FORMED (REF. 105358) (107908)

3 x 3 x 1/4 ANGLE W/ UHMW

REF.

3/8 NC

REF. 107595/ 108391

REF. 107596/ 108392

REF. 109352-11

REF. 107879

3 X 3 X 1/4 ANGLE

1/2 NC x 2 3/4 LG.

MATERIAL

KEY

-

9A

9A

9A,21

9A

15A

-

21

21

-

13

13

9A

15A

FINISH

KEY

-

2

2

2

2

2

-

2

2

-

2

2

2

2

QTY/

GATE

1

1

2

2,4

1

A/R

-

2

1

-

1

1

2

2/4

TOTAL

QTY

2

9A

1

2,3

5

1 1/4 DIA. 5 TPI, 8

1 1/4 DIA. 5 TPI, 8

2

2

4

4

-

1,4

1,4

6,11

9A

-

-

15A

-

-

-

37

-

6H

6H

6H

2,3

-

-

2

6T

-

-

7

TYPE 3ESL-2:1-AME (90°)

TYPE 3ESL-2:1-AK

RE. 103887-2

1 DIA.

1/4 X 1/4 X 2 LG., 1/4 X 1/4 X 1 LG.

LOVE JOY L095

5/8 NC X 2 1/2 LG.

LIMITORQUE- MODEL L-120-10-10

3/8 NC X 1 1/4 LG.

1

1

1

2

1

1/4

2

4/4/8

1

-

-

4

2

14 2 REF. 102785 (2 1/2) 24 LG. 2 4

15A

15A

15A

9A

9A

2

2

2

2,3

2,3

1/2 DIA.

1/2 NC

1/2 DIA.

1/2 NC X 2 LG. 7

1/2 NC X 3 1/2 LG. 7

14

26

38

12

14

28

52

76

24

28

54" x 18" WATERMAN MODEL

SS-261-1-Y SLIDE GATE

NOTES:

REPLACE IN-KIND ALL GATE SEALS AND FASTENERS. ALL FASTENERS SHALL BE SS-304.


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DRAWN:

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REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

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WILLIAM R. COTE

53746

DECEMBER 1, 2016

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AS NOTED

DECEMBER 1, 2016

WRC

WRC

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LOW-FLOW GATES - SECTIONS AND DETAILS


IFB 28902

GEARED ROTARY

LIMIT SWITCH

LIMIT SWITCH

SIDE ROTARY

CABLE DRUM (TYP.)

SHAFT (TYP.)

MOTOR

BREAK

GEAR REDUCER

CHECKER PLATE FRAME COVERS

STEEL HOIST FRAME

DRUN COVER (TYP.)

CABLE DRUM (TYP.)

SHAFT (TYP.)

SHAFT COVER (TYP.)

BEARING (TYP.)

MOTOR

BREAK

GEAR REDUCER

FRONT VIEW END VIEW - RIGHT SIDEEND VIEW - LEFT SIDE

TOP VIEW

NOT TO SCALE

S24

1

CABLE HOIST ASSEMBLY

CABLE DRUM HOIST (ADDITIVE ALT. NO. 3)

1. THE PLAN AND ELEVATION SHOWN ARE A GENERAL ARRANGEMENT FOR A CABLE DRUM HOIST SYSTEM.

ALTERNATIVE DESIGNS WILL BE CONSIDERED ACCEPTABLE PROVIDED THAT THE SPECIFICATIONS ARE MET.

2. REFER TO SPECIFICATION SECTION 14611 – VERTICAL LIFT GATE OPERATING SYSTEMS FOR PRODUCT

REQUIREMENTS


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ST. JOHNS RIVER


DRAWN:

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REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

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WILLIAM R. COTE

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DECEMBER 1, 2016

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AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

CABLE DRUM HOIST


IFB 28902

14

7

8

9

10

11

12

13

15

16

17

18

11

13

I

F

2.5" TEXT

A. QTY. 1

UPSTREAM DEPTH GAUGE

12'

I

C

7

8

9

10

12

14

15

16

17

18

19

23

I

C

I

A. QTY. 1

DOWNSTREAM DEPTH GAUGE

20'

20

21

22

8

9

24

25

26

F

2.5" TEXT

7

10

11

12

A. QTY. 1

CHAMBER DEPTH GAUGE

28'

C

I

I

20

21

22

23

24

31

25

26

27

28

29

30

32

33

34

F

2.5" TEXT

LOCK STAFF AND DEPTH GAUGES (ADDITIVE ALT. 2)

MATERIALS KEY:

A. STAFF GAUGES & DEPTH GAUGES 2"x10" (1.5"x9.5") MADE FROM TANGENT

TECHNOLOGIES POLYFORCE RECYCLED PLASTIC LUMBER, WHITE OVER

BLACK, OR EQUAL.

B. BACKBOARDS:

SOLID BLACK POLYFORCE 2"x12" BY TANGENT TECHNOLOGIES. (1.5" THICK x

11.75" WIDE), OR EQUAL.

C. TITLE PLAQUE INSERT, WHITE WITH RED LETTERING.

D. NGVD29 OFFSET: +1.03

E. STAFF GAUGE SECTION LINES.

F. SLOTS ARE .8875" x 7.3125" AND ARE SUPPLIED WITH SS WASHERS AT: 1/4" x 3"

x 4". PROVIDE MOUNTING BOLTS/ANCHORS.

G. THRU HOLES ARE 5/8" DIAMETER AND ARE SUPPLIED WITH SS WASHERS AT:

1/4" x 3" x 4". PROVIDE MOUNTING BOLTS/ANCHORS.

H. 8" SS CLEAT MOUNTED WITH THREADED INSERTS.

I. THRU HOLES ARE 5/16" DIAMETER. PROVIDE MOUNTING BOLTS/ANCHORS.

J. ABS BRACKET WITH SS SCREWS. MOUNTS OVER STAFF GAUGE TO

BACKBOARDS.

HARDWARE:

ALL HARDWARE SHALL BE STAINLESS STEEL.

EL. 35.0 NGVD

EL. 54.0 NGVD

7

'-0

"

LOWER SILL

EL. 28.0 NGVD

EL. 35.0 NGVD

8

'-0

"

LOCK FLOOR

EL. 27.0 NGVD

EL. 51.0 NGVD

7

'-0

"

UPPER SILL

EL. 44.0 NGVD

EL. 62.0 NGVD EL. 62.0 NGVD

A. QTY. 1


9'

A. QTY. 1


20'

53

54

55

56

57

58

59

60

61

I

G

2.5" TEXT

I

C

D

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

E

G

2.5" TEXT

I

C

D

51

52

53

E E


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REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


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AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

LOCK STRUCTURE STAFF AND DEPTH GAUGES


IFB 28902

EL. 52.0

DOWNSTREAM FENDER

SYSTEM

LINER

SLAB

74'-0" RIPRAP

EL. 27.0

BULKHEAD

RECESS

EL. 27.0

EL. 28.0

EL. 27.0

MACHINERY PIT

SLIDE GATE

RECESS

GATE RECESS

LADDERS (TYP.)

SLIDE GATES

AND GUIDES

OUTLET CULVERTS

BULKHEAD RECESS

CONTRACTION

JOINT

LADDER

RECESS

LOWER GATE MONOLITH

CUTOFF WALL

EL. 21.0

LOWER CHAMBER MONOLITH

EL. 20.5

EL. 27.0

CONTRACTION

JOINT

MA

TC

H L

IN

E

NORMAL EL. 35.0'

FLOW

EXISTING FOUNDATION

PILES NOT SHOWN

REPLACE DOWNSTREAM

DEPTH GAGE NORTH

WALL ONLY

REPLACE DOWNSTREAM

STAFF GAGE NORTH

FENDER ONLY

EL. 63.0

CONTRACTION

JOINT

LADDER

RECESS

SLIDE GATE

RECESS

WARNING

STRIPES

CONTRACTION

JOINT

UPPER CHAMBER MONOLITH

SLIDE GATES

AND GUIDES

MACHINERY PIT

UPPER GATE MONOLITH

CUTOFF WALL

EL. 39.5

EL. 44.0

GATE RECESS

LADDER (TYP.)

EL. 43.0

INLET CULVERTS

BACKFILL

EL. 27.0

DEWATERING

BULKHEAD RECESS

BACKFILL

UPSTREAM FENDER

SYSTEM

EL. 63.0

SCALE: 1/8" = 1'-0"

MA

TC

H L

IN

E

FLOW

EXISTING FOUNDATION

PILES NOT SHOWN

S26

1

LOCK SECTION

NOTE: ALL PROPOSED WORK IS SHOWN

AND NOTED IN BOLD.

REPLACE UPSTREAM

DEPTH GAGE NORTH

WALL ONLY

REPLACE CHAMBER

DEPTH GAGE, NORTH

WALL ONLY

REPLACE UPSTREAM

STAFF GAGE NORTH

FENDER ONLY

FLOOD EL. 62.0'




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DRAWN:

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DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

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S26




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AS NOTED

DECEMBER 1, 2016

WRC

WRC

WRC

LOCK SECTION


IFB 28902

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