39422 BURRELL LOCK REHAB BID dwngs 2024-02-19.pdf

PROJECT

LOCATION

DRAWING FILENAME:

SHEET:

DATE:

P.E. NUMBER:

CERTIFICATION:

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VICINITY MAP

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

UPPER OCKLAWAHA RIVER BASIN

BURRELL LOCK REHABILITATION

LAKE COUNTY, FLORIDA

WILLIAM R. COTE

53746

FEBRUARY 19, 2024 C1

COVER SHEET.dwg

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OKEECHOBEE

INDIAN RIVER

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ORANGE

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PROJECT

LOCATION

NGVD 1929

ALL ELEVATIONS DEPICTED HEREIN

REFERENCE NGVD 1929 UNLESS

OTHERWISE NOTED. THE CONVERSION

FACTOR TO NAVD 1988 IS -1.05'.

NO. REVISION BY APPROVEDDATE DATE

ENGINEER'S NOTES:

1. These drawings are prepared for the sole and exclusive use of the St. Johns River Water Management District and shall not be relied upon by any other entity or individual.

2. Reproductions of these drawings are "NOT VALID WITHOUT THE

SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED

ENGINEER."

NOT TO SCALE

LOCATION MAP

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

INDEX OF PLANS

SHEET NO. SHEET TITLE

SJRWMD PLANS

C1 COVER SHEET

C2 KEY MAP WITH AERIAL

C3 EROSION AND SEDIMENT CONTROL

S1 NOTE SPECIFICATIONS

S2 LOCK PLAN AND SECTION

S3 EXISTING LOCK INLET SECTIONS

S4 EXISTING LOCK CHAMBER AND OUTLET SECTIONS

S5 MISCELLANEOUS DETAILS

S6 LOCK GATES AND NOTES

S7 LOCK GATE DETAILS

S8 LOCK GATE OPERATORS

S9 EXISTING SLIDE GATE ELEVATIONS AND SECTIONS

S10 MANATEE SCREENS

S11 STEEL BULKHEAD INSTALLATION PLAN

S12 EXISTING STEEL BULKHEADS

S13 BULKHEAD SECTIONS AND DETAILS

S14 SIGN LOCATION PLAN AND SCHEDULE

BLACK & VEATCH PLANS

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL ABBREVIATION AND NOTES

E-101 OVERALL SITE PLAN

E-601 ONE-LINE DIAGRAM DEMOLITION

E-602 ONE-LINE DIAGRAM NEW WORK

1 ISSUED FOR BID N.J.G. W.R.C.02/19/24 02/19/24

CONCRETE GENERATOR PAD

LOCK CONTROL BLDG.

MAINTENANCE

SHED

ENTRANCE GATE

ELECTRICAL BLDG.

STORAGE SHED

PROPERTY BOUNDARY

TURBIDITY BARRIERS

BU

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HAYNES CREEK

BURRELL LOCK

HAYNES CREEK

HAYNES CREEK

HAYNES CREEK BOAT CHANNEL

LO

CK R

OAD

CYPRESS ROAD

SHANNON AVENUE

KIM

BERLY DRIVE

E

E

ELECTRICAL MANHOLE

ELECTRICAL MANHOLE

GRAPHIC SCALE

SCALE: 1" = 40'

40 80

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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.:

KEY MAP WITH AERIAL.dwgUPPER OCKLAWAHA RIVER BASIN

BURRELL LOCK REHABILITATION

LAKE COUNTY, FLORIDA N.J.G. FEBRUARY 19, 2024 W.R.C.

1" = 40' W.R.C. W.R.C.

KEY MAP WITH AERIAL

WILLIAM R. COTE

53746

FEBRUARY 19, 2024 C2

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

NOTE SPECIFICATIONS:

SUMMARY OF WORK / CONSTRUCTION SEQUENCE:

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

2. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.

3. INSTALL DEWATERING BULKHEADS AND SUPPORT FRAMING AT THE UPSTREAM AND DOWNSTREAM ENDS OF

THE LOCK STRUCTURE.

4. PUMP WATER FROM THE WORK AREA AND PROVIDE CONTINUOUS PUMPING TO KEEP THE WORK AREA DEWATERED. PUMPING SHALL BE IN A MANNER THAT WILL MINIMIZE SILTATION INTO THE WATERWAYS.

5. REMOVE MANATEE SONAR DETECTION SYSTEM. CAREFULLY STORE UNDER CLIMATE CONTROL FOR LATER

REINSTALLATION.

6. REMOVE SEDIMENT AND DEBRIS FROM THE STRUCTURE WORK AREA AND DISPOSE AT AN APPROVED

OFFSITE LOCATION.

7. PRESSURE WASH ALL CONCRETE AND STEEL SURFACES. AFTER WASHING THE DISTRICT AND CONTRACTOR SHALL PERFORM A JOINT INSPECTION TO DETERMINE THE FULL EXTENT AND SCOPE OF THE REPAIR WORK.

8. DISCONNECT POWER. DEMO AND DISPOSE OF THE FOUR LOCK MITRE GATE OPERATORS AND CONTROLS.

REMOVE THE LOCK MITRE GATES.

9. DEMO AND DISPOSE FOUR SLIDE GATES AND OPERATORS. KEEP THE EXISTING CONCRETE ANCHORS FOR

ATTACHING THE NEW GATES.

10. DEMO AND DISPOSE FOUR ABANDONED ELECTRICAL BOXES AND CONDUITS.

11. DEMO UPSTREAM AND DOWNSTREAM FENDERS. REPLACE WITH 3.5X7 PT WOOD. PROVIDE NEW GALVANIZED BOLTS, NUTS, AND WASHERS SIZED ACCORDING TO THE EXISTING FASTENERS TO BOLT ON TIMBER PILES.

12. DEMO INTERNAL LOCK FENDERS. UPON COMPLETION OF CONCRETE REPAIR, REPLACE WITH 2X6 COMPOSITE LUMBER. ANCHOR TO CONCRETE WALLS WITH NEW STAINLESS STEEL DRILLED ANCHORS, NUTS, AND

WASHERS SIZED ACCORDING TO THE EXISTING FASTENERS.

13. DEMO REPLACE NAVIGATION LIGHTS ON TOP OF PILES, TWO AT UPSTREAM AND TWO AT DOWNSTREAM ENDS

OF THE LOCK APPROACHES. REPLACE WITH NEW SOLAR MARINE LIGHTS AS SPECIFIED.

14. DEMO AND REPLACE TWO DISTRICT STAFF GAGES AS SPECIFIED.

REMOVE AND DISPOSE TWO DISTRICT STAFF GAGES AND REPLACE AS SPECIFIED.

15. DEMO AND DISPOSE FOUR FIRE EXTINGUISHER CABINETS AFFIXED TO THE LOCK RAILING. REPLACE WITH

FOUR UNITS OF JONESCO MODEL JBXE83, OR EQUAL.

16. DEMO AND DISPOSE FOUR THROWABLE FLOATATION RINGS WITH CABINET AFFIXED TO THE LOCK RAILING.

REPLACE WITH FOUR UNITS OF JIM BUOY SAFETY STATION MODEL 5070A WITH CABINET, 30-INCH RING, AND

60-FT. HEAVY LINE, OR EQUAL.

17. REMOVE AND DISPOSE 26 SIGNS AND REPLACE 23 SIGNS AS SPECIFIED. REMOVE AND SALVAGE 7 SIGNS AND

REPLACE UPON COMPLETION OF LOCK REPAIRS.

18. LOCK MITRE GATE REHABILITATION:

REMOVE THE LOCK GATES, PERFORM JOINT INSPECTION, BLAST AND PAINT AS SPECIFIED. PREPARE SURFACES AND PAINT ALL MITRE GATE HANDRAILS. REPLACE GATE GREASE LINES, SEALS AND HARDWARE.

18.1 LOCK GATE STEEL REPAIRS (IF REQUIRED)

PATCH GATE STEEL AND HINGE SUPPORT BRACKETS AS NEEDED.

18.2 LOCK GATE HINGE PINS (IF REQUIRED)

INSPECT AND REPLACE THE HINGE PINS AS NEEDED.

18.3 LOCK GATE HINGE BEARINGS (IF REQUIRED)

INSPECT AND REPLACE THE HINGE BEARINGS AS NEEDED.

18.4 LOCK GATE LUMBER COMPONENTS (IF REQUIRED)

INSPECT AND REPLACE LUMBER COMPONENTS AS NEEDED.

19. CONCRETE HYDRODEMOLITION, IF NEEDED, SHALL BE AS SPECIFIED.

20. CONCRETE ISOLATED PATCHING, IF NEEDED, SHALL BE AS SPECIFIED.

21. CONCRETE REBAR REPAIR, IF NEEDED, SHALL BE AS SPECIFIED.

22. CONCRETE CRACK REPAIR, IF NEEDED, SHALL BE AS SPECIFIED.

23. CONCRETE SAWCUTTING, IF NEEDED, SHALL BE AS SPECIFIED.

24. CONCRETE ERODED SURFACE REPAIR, IF NEEDED, SHALL BE AS SPECIFIED.

25. CONCRETE TESTING SERVICES, IF NEEDED, SHALL BE AS SPECIFIED.

26. CONCRETE SURFACE SHALL BE AS SPECIFIED.

27. CONCRETE HYDRAULIC CYLINDER PITS SHALL BE AS SPECIFIED.

28. INSPECT, REPAIR LEAKS, AND PAINT THE 42-INCH DIAMETER LOCK FILL AND DISCHARGE PIPES AS SPECIFIED.

29. PAINT ALL EMBEDDED STEEL COMPONENTS WITH SHERWIN-WILLIAMS DURA-PLATE 235, 2 COATS 6 MILS DFT EACH COAT, OR EQUAL. SURFACE PREPARATION SHALL BE FOR IMMERSION SERVICE AND APPLICATION

SHALL BE IN ACCORDANCE WITH THE MANUFACTURER SPECIFICATIONS.

STAINLESS STEEL SHALL BE POWERWASHED ONLY.

GALVANIZED STEEL SHALL BE COATED WITH ZRC GALVANIZING COMPOUND, TWO COATS, 3 MILS DFT EACH COAT, OR EQUAL. SURFACE PREPARATION AND APPLICATION SHALL BE IN ACCORDANCE WITH THE

MANUFACTURER SPECIFICATIONS.

30. FABRICATE AND INSTALL NEW HANDRAIL AT CYLINDER PITS, NEW LOCK ACCESS GATE AND REPLACE LADDER

LOCATED NEAR THE LOCK CONTROL BUILDING.

31. INSTALL A NEW ¾” DIAMETER STAINLESS STEEL WATER LINE AND WATER BIB IN THE NORTHEAST LOCK CORNER CONNECTED TO AND MIRRORING THE EXISTING WATER LINE AND BIB NEAR THE NORTHEAST LOCK CORNER. THE ANCHORED LINE SHALL EXTEND DOWN THE NORTHWEST WALL, ACROSS THE CONCRETE

FLOOR, AND UP THE NORTHEAST WALL.

32. UPON COMPLETION OF LOCK REPAIRS, INSTALL THE FOUR LOCK MITRE GATES AND THE FOUR NEW

HYDRAULIC OPERATORS.

33. INSTALL FOUR NEW SLIDE GATES AND FOUR NEW HYDRAULIC OPERATORS.

34. IN THE LOCK CONTROL BUILDING, INSTALL NEW CONTROL PANELS FOR THE MITRE GATE OPERATORS AND THE SLIDE GATE OPERATORS. INSTALL NEW CONDUITS AND WIRING TO CONNECT TO THE FOUR MITRE GATES AND THE FOUR SLIDE GATE OPERATORS. CONNECT POWER AND PERFORM DRY TEST OPERATION OF ALL GATES AND OPERATORS AND ADJUST AS NEEDED. AFTER LOCK IS FLOODED, TEST OPERATION OF ALL

GATES AND OPERATORS UNDER NORMAL OPERATING CONDITIONS AND ADJUST AS NEEDED.

35. INSTALL THE DISTRICT SUPPLIED NEW MANATEE PROTECTION SCREENS IN FRONT OF THE FOUR SLIDE GATES. ALSO INSTALL SCREENS AT THE TWO UPSTREAM PIPE INLETS AND AT THE TWO DOWNSTREAM PIPE

OUTLETS.

36. REINSTALL THE MANATEE SONAR DETECTION SYSTEM. RECALIBRATE THE SYSTEM WITH DIVERS AFTER THE

LOCK IS FLOODED.

37. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT ANNOTATED DRAWINGS AND SPECIFICATIONS DOCUMENTING ANY CHANGES TO REFLECT THE AS-BUILT CONDITIONS. CONTRACTOR SHALL ALSO SUBMIT AN AS-BUILT SITE SURVEY SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. ELECTRONIC FILES (DWG AND PDF) AND TWO HARD COPIES ARE

REQUIRED.

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

CONDITION, AND REMOVAL OF ALL EROSION AND SEDIMENT CONTROLS.

02/19/24 02/19/241 ISSUED FOR BID N.J.G. W.R.C.

CURRENT

STREAM OR

TIDAL CREEK

ANCHOR

PILE LOCATIONS

TO CURRENT ACTION

MOORING BUOY W/ANCHOR

BARRIER MOVEMENT DUE

DREDGE OR FILL AREA

TYPE II TYPE I

FLOW FLOW

FLOW FLOW

STORMWATER RUNOFF

SILT

FLO

W

WATERCOURSE

NOT TO SCALE

STAKED TURBIDITY BARRIER

TURBIDITY BARRIER APPLICATIONS

NOT TO SCALE

NOT TO SCALE

TEMPORARY SILT FENCE DETAIL

LEGEND

NOT TO SCALE

FLOATING TURBIDITY BARRIERS

D1= 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS).

D2= 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 TYPE 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.

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.

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 FDOT STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION).

NOTES:

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 BARRIERS TO BE

INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE DISTRICT.

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.

VE

R

TI

C

AL

ELEVATION SECTION

TYPE III SILT FENCE

SILT FENCE PROTECTION IN

DITCHES WITH INTERMITTENT FLOW

SILT FENCE PROTECTION

AROUND DITCH BOTTOM INLETS

SILT FENCE APPLICATIONS

NOTES FOR SILT FENCES

1. TYPE III SILT FENCE TO BE USED AT MOST LOCATIONS. WHERE USED IN DITCHES, THE SPACING FOR TYPE III SILT FENCE SHALL BE IN ACCORDANCE WITH SECTION V OF THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL

DESIGNER AND REVIEWER MANUAL (JULY 2013).

2. TYPE IV SILT FENCE TO BE USED WHERE LARGE SEDIMENT LOADS ARE ANTICIPATED. SUGGESTED USE IS WHERE FILL SLOPE IS 1:2 OR STEEPER AND LENGTH OF SLOPE EXCEEDS 25 FEET. AVOID USE WHERE THE DETAINED

WATER MAY BACK INTO TRAVEL LANES OR OFF THE RIGHT OF WAY.

3. DO NOT CONSTRUCT SILT FENCES ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE AT

UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.

4. WHERE USED AS SLOPE PROTECTION, SILT FENCE IS TO BE CONSTRUCTED ON 0% LONGITUDINAL GRADE TO

AVOID CHANNELIZING RUNOFF ALONG THE LENGTH OF THE FENCE.

5. SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE, (LF).

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 STATE OF FLORIDA EROSION AND

SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL (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 FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITIONS). NOTE THAT OTHER GRASSING ALTERNATIVES MAY BE USED WITH PRIOR DISTRICT APPROVAL.

PERMIT CONDITIONS FOR MANATEE PROTECTION:

1. MANATEES ARE EXPECTED TO BE PRESENT AT THIS SITE DURING CONSTRUCTION. THE

CONTRACTOR SHALL COMPLY WITH ALL STANDARD MANATEE CONDITIONS IN THE PERMIT.

2. SILTATION OR TURBIDITY BARRIERS SHALL BE MADE OF MATERIAL IN WHICH MANATEES CANNOT

BECOME ENTANGLED, SHALL BE PROPERLY SECURED, AND SHALL BE REGULARLY MONITORED

TO AVOID MANATEE ENTANGLEMENT OR ENTRAPMENT. BARRIERS MUST NOT IMPEDE MANATEE

MOVEMENT.

3. CONTRACTOR SHALL PROVIDE MANATEE PROTECTION SCREENS WITH A MAXIMUM 8-INCH

OPENING FOR ANY AND ALL DEWATERING OUTLET PIPES.

STRAW BALE BARRIER

NOT TO SCALE

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

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DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

EROSION AND SEDIMENT.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

BURRELL LOCK REHABILITATION

LAKE COUNTY, FLORIDA N.J.G. FEBRUARY 19, 2024 W.R.C.

AS NOTED W.R.C. W.R.C.

EROSION AND SEDIMENT CONTROL

WILLIAM R. COTE

53746

FEBRUARY 19, 2024 C3

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

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DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

NOTE SPECS.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

BURRELL LOCK REHABILITATION

LAKE COUNTY, FLORIDA N.J.G. FEBRUARY 19, 2024 W.R.C.

NONE W.R.C. W.R.C.

NOTE SPECIFICATIONS

WILLIAM R. COTE

53746

FEBRUARY 19, 2024 S1

NOTE SPECIFICATIONS:

REFERENCE DOCUMENTS:

1. LOCK CONSTRUCTION DRAWINGS PREPARED BY GEE & JENSEN CONSULTING ENGINEERS, WEST

PALM BEACH, FLORIDA, DATED JANUARY 6, 1955.

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 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:

· USACE 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.

4. THE CONTRACTOR SHALL CONDUCT 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. DURING CONSTRUCTION, ALL ERODIBLE GROUND AREAS AND SLOPES WHICH ARE DISTURBED

SHALL BE REVEGETATED WITH SOD, SEED, AND MULCH, 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.

UPON COMPLETION OF CONSTRUCTION, ALL DISTURBED AREAS SHALL BE SODDED IN ACCORDANCE

WITH FDOT SECTIONS 981, 982, AND 983. SOD SHALL BE BAHIA GRASS.

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

RESPONSIBILITY 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. HOURS OF CONSTRUCTION OPERATIONS SHALL BE LIMITED TO BETWEEN THE HOURS OF 7 AM TO 6

PM.

13. 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. CONTRACTOR SHALL ALSO SUBMIT

AN AS-BUILT SITE SURVEY SIGNED AND SEALED BY A FLORIDA LICENSED LAND SURVEYOR.

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

(8000-12000 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. THE PRODUCT

REPRESENTATIVE SHALL INSPECT AND APPROVE IN WRITING THAT THE SURFACE PREPARATION IS

ACCEPTABLE FOR THE APPLICATION OF THE REPAIR PRODUCTS. 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 MICROFRACTURED SURFACES RESULTING FROM THE INITIAL REMOVAL PROCESS.

THE BOUNDARIES BETWEEN THE ERODED AND SOUND CONCRETE SURFACES, IF ANY AS

DETERMINED BY INSPECTION, SHALL BE SAWCUT IN ORDER TO PROVIDE A SMOOTH TRANSITION

FOR THE MORTAR REPAIR AREAS.

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.

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 AS DETAILED ON THE

DRAWINGS 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. AT NO TIME SHALL THE REPAIR MORTAR MIX BE ALLOWED TO EXCEED 90 DEGREES FAHRENHEIT. COLD WATER SHALL BE USED IN

THE MIX AS REQUIRED TO MAINTAIN THE PROPER TEMPERATURE.

12. 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.

13. 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 A

MINIMUM OF TWO COATS, 8-16 MILS DFT PER COAT, SUCH THAT THE SURFACE HAS A UNIFORM

APPEARANCE AND ALL POCK MARKS ARE FILLED. MOIST CURE WITH WET BURLAP AND

POLYETHYLENE OR A FINE MIST OF WATER FOR A MINIMUM OF 3 DAYS IN AREAS THAT WILL BE

SUBJECT TO IMMERSION.

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.

15. POTABLE WATER SHALL BE USED FOR THE FINAL CLEANING OF CONCRETE SURFACES, FOR MIXING

WITH REPAIR PRODUCTS, AND FOR CURING REPAIRED SURFACES. CONTRACTOR SHALL BE

RESPONSIBLE FOR PROCURING POTABLE WATER AS REQUIRED FOR COMPLETION OF THE PROJECT.

CONCRETE TESTING SERVICES:

1. TESTING LABORATORY: THE DISTRICT SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR

THE SAMPLING AND TESTING OF THE REPAIR MORTAR AND CAST IN PLACE CONCRETE. 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 REPAIR MORTAR AND CONCRETE

PLACEMENT OR OTHERWISE MAKE ARRANGEMENTS WITH THE LABORATORY SO THAT SAMPLES

MAY BE OBTAINED.

3. REPAIR MORTAR CUBE TESTS: CUBE SAMPLES (2” MORTAR CUBES) SHALL BE TAKEN AND TESTED IN

ACCORDANCE WITH ASTM C109 “STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF

HYDRAULIC CEMENT MORTARS.” CUBE TESTING SHALL INCLUDE ONE (1) AT 7-DAYS AND THREE (3) AT 28-DAYS. TWO (2) ADDITIONAL SAMPLES SHALL BE TESTED AT 56 DAYS IF DEEMED NECESSARY.

SAMPLING FREQUENCY FOR 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.

4. REPAIR MORTAR 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.

5. CONCRETE CYLINDER TESTS: CONCRETE CYLINDERS SHALL BE TAKEN AND TESTED IN

ACCORDANCE WITH ASTM C39 “STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF

CYLINDRICAL CONCRETE SPECIMENS.” SAMPLING FREQUENCY FOR CONCRETE SHALL BE FOR EACH

FIFTY (50) CUBIC YARDS OR PORTION THEREOF OF CONCRETE PLACED EACH DAY. THE

LABORATORY SHALL TAKE A SAMPLE FROM A BATCH OF ITS SELECTION AS THE CONCRETE IS BEING PLACED. NO WATER SHALL BE ADDED OR OTHER CHANGE MADE IN ANY BATCH AFTER IT HAS BEEN SAMPLED. IN ADDITION TO OTHER TESTS, THE LABORATORY WILL MAKE A SET OF FIVE (5) STANDARD COMPRESSION CYLINDERS FROM EACH SAMPLE, ONE (1) OF WHICH WILL BE TESTED AT SEVEN (7) DAYS AND THREE (3) TESTS AT TWENTY-EIGHT (28) DAYS AND AN ADDITIONAL SAMPLE SHALL BE

TESTED AT 56 DAYS IF DEEMED NECESSARY.

6. CONCRETE COMPRESSIVE STRENGTH: CAST-IN-PLACE CONCRETE SHALL ATTAIN A MINIMUM 28-DAY

COMPRESSIVE STRENGTH OF 5500 PSI. COMPRESSION STRENGTH OF A SAMPLE SHALL BE

DETERMINED BY THE AVERAGE OF THE THREE (3) CYLINDERS 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 FIVE HUNDRED (500) PSI. CONCRETE WHICH FAILS TO MEET STRENGTH REQUIREMENTS MAY BE FURTHER TESTED AS PROVIDED IN ACI 318 AT THE EXPENSE OF CONTRACTOR OR SHALL BE

REMOVED AS DETERMINED BY DISTRICT'S PROJECT MANAGER.

7. REPORTS: THE TESTING LABORATORY SHALL SUBMIT A REPORT OF EACH TEST MADE, SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. 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.

STRUCTURAL 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", LATEST 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, NUTS AND WASHERS SHALL BE STAINLESS STEEL CONFORMING TO ASTM A276, TYPE 304, UNLESS NOTED OTHERWISE. THE SIZE AND LOCATION OF REPLACEMENT BOLTS SHALL MATCH

EXISTING.

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.

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

STRUCTURAL STEEL, LOCK INLET AND OUTLET PIPES, AND ALL EMBEDDED STEEL (EXCLUDING

STAINLESS STEEL AND ALUMINUM ITEMS). ALL STAINLESS STEEL AND ALUMINUM ITEMS SHALL BE

THOROUGHLY CLEANED.

3. STEEL SURFACE PREPARATION SHALL BE AS FOLLOWS:

STRUCTURAL STEEL 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.

DURING SURFACE PREPARATION, CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO

CAPTURE PAINT PARTICLES AND BLAST MEDIA AND DISPOSE OFFSITE AT A MUNICIPAL OR

COMMERCIAL LANDFILL.

4. PROTECTIVE COATING FOR STRUCTURAL STEEL SHALL BE AS MANUFACTURED BY

SHERWIN-WILLIAMS (S-W), OR EQUAL, AS FOLLOWS:

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

SECOND COAT: S-W DURA-PLATE 235 4-8 MILS DFT

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

COLOR SHALL BE LIGHT GRAY. SURFACE PREPARATION AND APPLICATION SHALL BE IN

ACCORDANCE WITH THE PAINT MANUFACTURER SPECIFICATIONS.

5. PROTECTIVE COATING FOR ALL EMBEDDED GALVANIZED ITEMS SHALL BE AS FOLLOWS:

FIRST COAT (PRIMER): WASSER MC-ZINC 3-5 MILS DFT

SECOND COAT: S-W DURA-PLATE 235 4-8 MILS DFT

THIRD COAT: S-W DURA-PLATE 235 4-8 MILS DFT

COLOR SHALL BE LIGHT GRAY. SURFACE PREPARATION AND APPLICATION SHALL BE IN

ACCORDANCE WITH THE PAINT MANUFACTURER SPECIFICATIONS.

6. PROTECTIVE COATING FOR THE INLET AND OUTLET PIPES SHALL BE AS MANUFACTURED BY

SHERWIN-WILLIAMS, OR EQUAL, AS FOLLOWS:

FIRST COAT: TARGUARD LOW VOC COAL TAR EPOXY 8-16 MILS DFT

SECOND COAT: TARGUARD LOW VOC COAL TAR EPOXY 8-16 MILS DFT

COLOR SHALL BE BLACK. SURFACE PREPARATION AND APPLICATION SHALL BE IN ACCORDANCE

WITH THE PAINT MANUFACTURER SPECIFICATIONS.

7. WHERE SEEPAGE IS PRESENT AT THE INLET AND OUTLET PIPES, THE PROTECTIVE COATING SHALL

BE SOMAY HICOTE 151 AS MANUFACTURED BY SOMAY PRODUCTS, INC., OR EQUAL. SURFACE

PREPARATION AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER

SPECIFICATIONS. APPLY TWO COATS AT 10 MILS DFT.

8. PROTECTIVE COATINGS FOR WATER CONTROL GATES ARE SPECIFIED ON SHEET S6.

SUBMITTALS:

1. SAFETY PLAN FOR INFORMATION ONLY

2. CONSTRUCTION SCHEDULE

3. SILT FENCE AND TURBIDITY BARRIER DATA SHEETS

4. CONCRETE MORTAR REPAIR DATA SHEETS

5. CONCRETE MORTAR EVAPORATION RETARDANT DATA SHEETS

6. CONCRETE TOPCOAT DATA SHEETS

7. CONCRETE AND REBAR BONDING AGENT DATA SHEETS

8. CONCRETE CRACK WITH FLOWING WATER REPAIR PRODUCT DATA SHEETS

9. CONCRETE MIX DESIGN

10. JOINT CAULK DATA SHEETS

11. PAINT AND PROTECTIVE COATINGS DATA SHEETS

12. SIGNS SHOP DRAWINGS

13. MARINE NAVIGATION LIGHT DATA SHEETS

14. STAFF GAGE AND WATER DEPTH GAGE DATA SHEETS

15. LOCK ACCESS GATE AND LADDER SHOP DRAWING

16. EPOXY ANCHOR DATA SHEETS

17. GATE ANODE DATA SHEETS

18. GATE SEAL DATA SHEETS

19. GATE STAINLESS STEEL BOLT DATA SHEETS

20. GATE BRONZE NUT DATA SHEETS

21. AS-BUILT DRAWINGS

22. MITRE GATE HYDRAULIC OPERATORS

23. SLIDE GATES AND HYDRAULIC OPERATORS

24. HYDRAULIC POWER UNITS

25. CONTROL SYSTEM TO OPERATE THE MITRE AND SLIDE GATES

AS-BUILT REQUIREMENTS:

1. PROVIDE THE SURVEYOR'S CERTIFICATION AND INDICATE SURVEYED DATUM AND STATE PLANE

COORDINATE SYSTEM ON THE COVER SHEET.

2. DO NOT REMOVE ANY ORIGINAL DESIGN INFORMATION FROM THE CAD FILE, ALTER THE LINE WEIGHTS OR COLORS, NOR CHANGE THE SCALE OF ANY PLAN, PROFILE, OR SECTIONS. LEAVE THE

ORIGINAL DESIGN ELEVATIONS VISIBLE.

3. ADD AS-BUILT ELEVATION DATA, AS NEEDED, TO THE PROFILES AND SECTIONS WITHIN THE CAD FILE THAT HAS BEEN PROVIDED IN THE ZIP FILE, TO SHOW THAT THE CONSTRUCTION WAS DONE PER PLAN, AND CLEARLY NOTATE ANY DEVIATIONS FROM THE ISSUED FOR CONSTRUCTION DRAWINGS.

· PROVIDE THE AS-BUILT ELEVATION WITH A CLOUD AROUND EACH POINT FOR ALL PROPOSED

CUT AND FILL GRADING ELEVATIONS, INCLUDING SPOT GRADES AT THE BEGINNING AND END OF

ALL CUT AND FILL GRADING AREAS.

· IF A SHEET DOES NOT HAVE ANY AS-BUILT INFORMATION ON IT AND IS REMOVED FROM THE

INDEX OF PLANS ON SHEET C1, THEN THE ABSENCE OF THAT SHEET SHOULD BE NOTED ON

SHEET C1 OF THE AS-BUILT DRAWINGS.

EL. 62'-6"

'-0

'-0

20'-0"

114'-6"

74'-6" LOCK CHAMBER 20'-0"

2' -0

T/ WALL

EL. 67.5'

INSTALL INLET

MANATEE SCREEN (TYP.)

(DISTRICT SUPPLY)

1'-0"

L 42" DIA. PIPE

EL. 58.4375'

C

'-0

SHEET PILING

T/ EL. 50.0'

B/ EL. 37.0'

EL. 63'-6"

'-0

" B

ET

W

EE

N F

EN

D

ER

S

B/ SHT. PILE

EL. 37.0'

2' -0

1'

-0

SHEET PILE

T/ EL. 53.0'

B/ EL. 37.0'

S13

S13

2'- 0"

L 42" DIA. PIPE

EL. 54.5375'

C

CONTINUOUS SHEET PILING TO EL. 37.0'

'-4

S2

S13

S13

S13

8" 8"

'-0

'-2

'-2

66'-0" 8'-6"

'-0

'-0

10'-3"±

8'-9"

13'-0"

10'-0"

4'-0"

LOCK INLET

EXIST. 11

2" DIA. TIE-BACKS @ 2'-8"± O.C.

9'-0"

10'-0"

LOCK OUTLET

'-0

'-0

10'-0"

12'-0"

7' -9

7'

-9

7' -3

7'

-3

8'-0"

10'-0" 2'-0"

12'-0"

8'-6"

11'-0" 8'-0"

9'-0" 6'-0"

5'-6" 5'-6"

3"

2'-0"

3"

2'-5"

7' -3

7'

-9

7' -9

7'

-3

16'-0"

CONC. APRON

15'-0"

3'-0"

9'-0"6'-0"

8"

8"

8"

4'-0"

4'- 0"

6' -4

6'

-4

27"

15"

2'-0"

1' -0

10'-0"

'-0

22'-0" 22'-0" 22'-0"

'-0

8'-0" 4'-0"

8'-6"15'-0"

22'-0" 22'-0" 22'-0" 8'-6"

1'-0"

EL.

56.0'

2'-0"

1'-0"

3'-0"

8"

8"

36"17'-0" (TYP.)36"

9' -0

(T

YP

14'-3"±

20'-0"

20'-0"

MAX. TAILWATER EL. 61.6'

NORMAL WATER EL. 59.3'

NAVIGATIONAL

LIGHT

HIGH WATER EL. 63.6'

NORMAL WATER EL. 63.3'

C PINTLE

C SLIDE

GATE C

C SLIDE

GATE D

C PINTLE

C P

IN

TL

E

L

L

C LOCK

L

L

L

C P

IN

TL

E L

C SLIDE

GATE B

L

C PINTLEL

C P

IN

TL

E L

C SLIDE

GATE A

L

C PINTLEL

C LOCK

C PINTLEL C PINTLEL

EXISTING

TIE-BACKS

LOCK TENDER

SIDE DAM SIDE

C O

R N

ER

O

F

SH

EE

T

PI

LE

T/ SHT. PILING

EL. 53'-0"

T/ SHT. PILING

EL. 50'-0"

EXISTING

TIE-BACK

8'-0" FROM

CORNER

OF SHEET

PILE

C .J

C .J

1' -6

1'

-6

1' -6

0' -8

3' -0

L

21'-0"

3'-0"

2' -0

FLOW FLOW

S2

LOCK PLAN

S2

LOCK SECTION

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

16'0' 4' 8'

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

16'0' 4' 8'

T/ WALL

EL. 67.5'

T/ WALL

EL. 62'-6"

SIDEWALK

18"x18" CONC. CAP

CONC. DEADMAN

(TYP. BOTH SIDES)

2" DIA. TIE-BACK

x 30'-0" (TYP.) SIDEWALKSIDEWALK

JOINT

T/ WALL

EL. 62'-6"

T/ WALL

EL. 67.5'

BEAM

POCKETS

16'-65 8"

CONCRETE APRON

EL. 52.0'

8" SLOT

SIDEWALK

T/ WALL

EL. 62'-6"

12"x12"

POCKET

DOWNSTREAM

LOCK GATE

SUMP

EL. 52.33'

EL. 56.0'

EL. 52'-4"

EL. 56'-0"

UPSTREAM

LOCK GATE

SIDEWALK

FACE OF

MONOLITH

T/ WALL

EL. 62'-6"

T/ WALL

EL. 67.5'

8" SLOT

W12x65

POCKET

W8x31

(TYP.)

BEAM

POCKETS EL. 55.0'

LL

CONTINUOUS SHT. PILING

ACROSS MITRE SILL

T/ WALL EL. 62'-6"

8" SLOT 18"x18"

CONC. CAP

T/ WALL

EL. 67.5'

MOTOR OPERATED

GATE LIFT

T/ WALL

EL. 67.5'

EL. 67.5' TOP OF 18"x18"

CONC. CAP EL. 67.5'

MOTOR OPERATED

GATE LIFT

T/ WALL

EL. 67.5'

8" SLOT 15" PILING 30'-0"

T/ FTG.

EL. 55.0'

C.J. C.J.

C.J.C.J.

EL. 63'-1 5/16"

FTG. EL. 52.33'

EL. 51.0'

BOTTOM EL. 49.0'

EL. 37.0'

2' -0

" EL. 52.0'

2'-8"

2'-5"

2'-0"

5' -0

21'-0"2'-0"

3'

'-4

S13

2' -0

FLOW

FLOW

4'- 0"

W12x30 W8x31

(TYP.)

W12x65

EL. 52.0'

B/ SHT. PILE

EL. 37.0'

2'-0"

W12x30

C P

IN

TL

E

15'-0"

STEEL DEWATERING

BULKHEADS

(DISTRICT SUPPLY)

WHILE FACING THE

STAFF GAGES, REPLACE

LEFT SIDE GAGE ONLY.

REPLACE NAVIGATION LIGHTS WITH SOLAR

MARINE BEACON LIGHT MODEL SNL-003

WHITE COLOR AS MANUFACTURED BY

BRITTA PRODUCTS INC., OR EQUAL. THIS

PRODUCT IS AVAILABLE AT PILOTLIGHTS.

NET. (TYP. 4 LOCATIONS)

REPLACE

NAVIGATION

LIGHT

REPLACE

NAVIGATION

LIGHT

REPLACE

NAVIGATION

LIGHT

STEEL DEWATERING

BULKHEADS

(DISTRICT SUPPLY)

WHILE FACING THE

STAFF GAGES, REPLACE

LEFT SIDE GAGE ONLY.

DEMO. 9"x9" ELECTRICAL BOX

CUT 4 - 58" DIA. BOLTS FLUSH

WITH CONCRETE

DEMO. 12"x12" ELECTRICAL BOX

CUT 4 - 58" DIA. BOLTS FLUSH

WITH CONCRETE

DEMO. 12"x12" ELECTRICAL BOX

CUT 4 - 58" DIA. BOLTS FLUSH

WITH CONCRETE

15'-0"

REPLACE WATER

DEPTH GAGE

EL. 51.0'EL. 51.0'

DEMO. 12"x12" ELECTRICAL BOX

CUT 4 - 58" DIA. BOLTS FLUSH

WITH CONCRETE

INSTALL NEW LADDER

CENTERED ON ACCESS

GATE

INSTALL NEW

ACCESS GATE

6'-10"2'-7"

CONC.

SHELF

CONC.

SHELF

EL. 66'-6"

INSTALL

UPSTREAM

BULKHEADS

(DISTRICT

SUPPLY)

INSTALL DOWNSTREAM

BULKHEADS

(DISTRICT SUPPLY)

NOTE:

THE STEEL DEWATERING BULKHEADS AND STRUCTURAL

STEEL SUPPORTS WILL BE SUPPLIED AND DELIVERED TO

THE SITE BY THE DISTRICT. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR UNLOADING AND INSTALLING THE

BULKHEADS AND SUPPORTS.

T/ FTG.

EL. 52.0'

FLOATING

TURBIDITY

BARRIER

FLOATING

TURBIDITY

BARRIER

DEMO AND REPLACE

EXTERIOR LOCK

FENDERS (TYP.)

DEMO AND REPLACE

EXTERIOR LOCK

FENDERS (TYP.)

EXISTING TELEMETRY

STATION

DEMO AND REPLACE INTERIOR

LOCK FENDERS (TYP.)

DEMO AND REPLACE EXTERIOR

LOCK FENDERS (TYP.)

DEMO AND REPLACE EXTERIOR

LOCK FENDERS (TYP.)

INSTALL OUTLET

MANATEE SCREEN (TYP.)

(DISTRICT SUPPLY)

S3

S3

S4

S4

S3

S3

S3

S3

S3

S3

S3

S4

S4

S4

S4

S4

S4

S9

S9

S9

S9

S3

S2

S13

S13

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

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DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

LOCK PLAN.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

BURRELL LOCK REHABILITATION

LAKE COUNTY, FLORIDA N.J.G. FEBRUARY 19, 2024 W.R.C.

1/8" = 1'-0" W.R.C. W.R.C.

LOCK PLAN AND SECTION

WILLIAM R. COTE

53746

FEBRUARY 19, 2024 S2

30'-0"

8" 8"28'-8"

'-6

S3

LOCK INLET SECTION

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

0' 2' 4'

T/ WALL EL. 67'-6"

BOT. SHT. PILING

EL. 37'-0"

T/ FTG.

EL. 55'-0"

4" MIN.

VARIES

30'-0"

VARIES

SEE PLAN VARIES

'-6

6"

VA

R

IE

S

S3

LOCK INLET SECTION

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

0' 2' 4'

BOT. SHT. PILING

EL. 37'-0"

T/ WALL EL. 67'-6"

BULKHEAD SLOT

(TYP.)

T/ FTG.

EL. 55'-0"

24"

6'-0"

6"

#5 @ 12"

T. & B.

S3

LOCK INLET WINGWALL SECTION

VA

R

IE

S

#4 BAR

#7 L-BAR

6'-0" x 4'-9"

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

0' 2' 4'

T/ FTG. EL. 55'-0"

T/ WALL EL. VARIES

#5 @ 12"

SHEET PILING

'-6

8"

S3

LOCK INLET SECTION

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

0' 2' 4'

BOT. SHT. PILING

EL. 37'-0"

T/ WALL EL. 67'-6"

4" MIN.

VARIES

T/ SLAB

EL. 55'-0"

30'-0"

INSIDE FACE OF LOCK

T/ FTG.

EL. 52'-4"

EL. 51'-0" 16

S3

LOCK INLET SLAB SECTION

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

0' 2' 4'

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

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DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

LOCK INLET SECTIONS.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

BURRELL LOCK REHABILITATION

LAKE COUNTY, FLORIDA N.J.G. FEBRUARY 19, 2024 W.R.C.

1/4" = 1'-0" W.R.C. W.R.C.

EXISTING LOCK INLET SECTIONS

WILLIAM R. COTE

53746

FEBRUARY 19, 2024 S3

30'-0"

10" 28'-4"

5' -6

" 2' -6

'-2

#4 @ 12" TOP & BOT.

8'

-0

10"

C.J.

4" MIN.

VARIES

T/ FTG.

EL. 52'-4"

WEEP HOLES (TYP.)

#8 @ 12"

C.J.

#6 @ 12"

TIE-BACKS

@ 8'-0" O.C.

TIE-BACKS

@ 2'-8" O.C.

T/ WALL EL. 67'-6"

EXIST. CAP

#6 @ 12"

SHEET PILING

TIE-BACKS

@ 8'-0" O.C.

TIE-BACKS

@ 2'-8" O.C.

BOT. SHT. PILING

EL. 37'-0"S4

LOCK CHAMBER SECTION

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

0' 2' 4'

4" MIN.

VARIES

'-6

8"

8' -0

S4

LOCK CHAMBER SECTION

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

0' 2' 4'

BOT. SHT. PILING

EL. 37'-0"

T/ WALL EL. 67'-6"

C.J.

T/ SLAB

EL. 51'-0"

#4 @ 12" E.F., E.W.

TIE-BACKS

@ 8'-0" O.C.

TIE-BACKS

@ 2'-8" O.C.

27"

15" MIN.

VA

R

IE

S

6"

S4

LOCK OUTLET WINGWALL SECTION

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

0' 2' 4'

T/ WALL EL. VARIES

T/ SLAB

EL. 52'-0"

30'-0"VARIES

SEE PLAN

VARIES

'-6

6"

VA

R

IE

S

S4

LOCK OUTLET SECTION

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

0' 2' 4'

T/ WALL EL. 67'-6"

BOT. SHT. PILING

EL. 37'-0"

T/ FTG.

EL. 52'-0"

BULKHEAD SLOT

(TYP.)

SHEET PILING

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

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DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

LOCK CR & OT SECT.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

BURRELL LOCK REHABILITATION

LAKE COUNTY, FLORIDA N.J.G. FEBRUARY 19, 2024 W.R.C.

1/4" = 1'-0" W.R.C. W.R.C.

EXISTING LOCK CHAMBER AND OUTLET SECTIONS

WILLIAM R. COTE

53746

FEBRUARY 19, 2024 S4

S5

REPAIR FOR WALLS

S5

CONCRETE SURFACES S5

CONCRETE CRACKS WITH FLOWING WATER

S5

DEEP CONCRETE REPAIR FOR SLABS

SHALLOW MORTAR REPAIR

FOR WALL / SLAB CHEMICAL GROUTING DETAIL FOR

NOT TO SCALE

DEEP CONCRETE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

EXISTING

CONCRETE WALL

1/4" x 1" MIN. DEEP SAW CUT

ALL EDGES (SEE SHEET S1

CONCRETE REPAIR NOTES)

REPAIR MORTAR (SEE SHEET S1

CONCRETE REPAIR NOTES)

CLEAN SURFACE PRIOR TO PLACING

MORTAR (SEE SHEET S1 CONCRETE

REPAIR NOTES)

FOR SHALLOW REPAIRS GREATER THAN

1/2" DEEP APPLY REPAIR MORTAR IN LIFTS

IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS, SCORE SURFACE

TO MAKE ROUGH, AND ALLOW TO SET

BEFORE APPLYING NEXT LIFT.

1/2" OR MORE

REMOVE ALL DETERIORATED

CONCRETE (1/4" MIN.)

CUT 1" MIN. OUTSIDE DETERIORATED

AREA (TYP.)

EXISTING

CONCRETE WALL

CONCRETE

REMOVAL LIMIT

EUCOCRETE

SUPREME

1" MIN.

3" MIN.

CLEAN EXPOSED REBARS AND COAT WITH

PROTECTIVE BONDING COMPOUND (SEE

SHEET S1 CONCRETE REPAIR NOTES)

PLACEMENT HOLE (AS REQUIRED)

REMOVE ALL DETERIORATED CONCRETE,

LEAVE SURFACE ROUGH - CLEAN SURFACE

PRIOR TO PLACING PLASTICIZED CONCRETE

3/4" MARINE GRADE PLYWOOD FORM

(TYP.) TEMPORARY FASTENERS USED TO

SUPPORT FORMWORK SHALL BE

REMOVED AND THE HOLES PATCHED

PRIOR TO SURFACE COATING.

1/4" x 1" MIN. SAW CUT ALL EDGES (SEE

SHEET S1 CONCRETE REPAIR NOTES)

EXISTING CRACK IN WALL OR SLAB

DRILL GROUT HOLES IN A STAGGERED

PATTERN ON EACH SIDE OF JOINT

MAXIMUM SPACING SHALL BE 3'-0" (6'-0"

O.C. ON EACH SIDE).

8"

CHEMICAL GROUT (SEE SHEET S1

CONCRETE REPAIR NOTES)

INJECTION PACKER

(REMOVE AFTER GROUTING)

45°

REMOVE ALL DETERIORATED CONCRETE,

LEAVE SURFACE ROUGH - CLEAN SURFACE

PRIOR TO PLACING PLASTICIZED CONCRETE

1" MIN.

1/4" x 1" MIN. DEEP SAW CUT ALL

SIDE (SEE SHEET S1 CONCRETE

REPAIR NOTES)

CONCRETE REMOVAL LIMITEUCOCRETE SUPREME

EXISTING CONCRETE

SLAB

3" MIN.

CLEAN EXPOSED REBARS AND COAT WITH

PROTECTIVE BONDING COMPOUND (SEE

SHEET S1 CONCRETE REPAIR NOTES)

A. QTY. 1

WALL MOUNT

WATER DEPTH GAUGE

12'-10"

2.5" TEXT

D

E

S5

WATER DEPTH GAGE (1 REQ'D)

0' 2'1'

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

4" WIDE

ALL HASH MARKS ARE

1.2" IN HEIGHT

3.25" WIDE

B

C

WATER

DEPTH

S5

BEACON LIGHT ATTACHMENT (4 REQ'D)

SCALE: 1" = 1'-0"

0' 1' 2'1/2'

ELEVATION

L PILEC

SECTION A-A

6" 3"

3"

4" DIA. x 6" COUNTERSUNK

LAG BOLTS

L PILEC

3"3"

A

2" x 12" x 12"

P.T. BASE

NEW MARINE

BEACON LIGHT

A

EXIST. TIMBER

PILE

S5

ACCESS GATE DETAIL

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

0 1'-0"6"3" 9"

LATCH

HINGE

ACCESS

GATE

2"

TOP OF

LOCK WALL

EXIST. RAILING

(TYP.)

EXIST. POST

(TYP.)

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

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DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

MISC DTLS.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

BURRELL LOCK REHABILITATION

LAKE COUNTY, FLORIDA N.J.G. FEBRUARY 19, 2024 W.R.C.

AS NOTED W.R.C. W.R.C.

MISCELLANEOUS DETAILS

WILLIAM R. COTE

53746

FEBRUARY 19, 2024 S5

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 AS

DETAILED 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 DENEEF CONSTRUCTION

CHEMICALS, INC., OR APPROVED EQUAL.

STAFF GAGE NOTES:

1. THERE ARE TWO STAFF GAGES AT BOTH THE UPSTREAM AND DOWNSTREAM LOCATIONS.

ONLY THE LEFT-HAND STAFF GAGES SHALL BE REPLACED. THE RIGHT-HAND STAFF

GAGES OWNED BY USGS SHALL REMAIN.

2. STAFF GAGES SHALL BE AS MANUFACTURED BY PERFORMANCE RESULTS PLUS INC. THE

WEB ADDRESS IS PRPH2O.COM.

3. THE LEFT-HAND UPSTREAM STAFF GAGE SHALL CONSIST OF ITEMS NOS. 801-017, 801-018, AND 801-019. THE VERTICAL DATUM SHALL BE SET TO NAVD88.

4. THE LEFT-HAND DOWNSTREAM STAFF GAGE SHALL CONSIST OF ITEMS NOS. 801-016,

801-017, AND 801-018. THE VERTICAL DATUM SHALL BE SET TO NAVD88.

5. THE MOUNTING BOARDS SHALL BE REPLACED WITH 1”X6” PRESSURE TREATED LUMBER.

THE GAGES SHALL BE ATTACHED TO THE MOUNTING BOARDS WITH STAINLESS STEEL

SCREWS AND RUBBER WASHERS. THE MOUNTING BOARDS SHALL BE ATTACHED TO THE

LOCK FENDERS WITH STAINLESS STEEL LAG BOLTS AND WASHERS.

WATER DEPTH GAGE NOTES:

MATERIALS KEY:

A. 2”X10” (1.5”X9.5”) MADE FROM TANGENT TECHNOLOGIES POLYFORCE RECYCLED PLASTIC

LUMBER, WHITE OVER BLACK, OR EQUAL.

B. TITLE PLAQUE INSERT:

WHITE WITH RED LETTERING AS FOLLOWS: “WATER DEPTH.”

C. GAGE SPLICE LINES (IF REQUIRED).

D. WALL MOUNTED GAGE:

ALL SLOTS ARE 0.6875”x7.3125”. THRU HOLES ARE 5/8” DIAMETER.

PROVIDE SS WASHERS ¼”X3”X4” AND SS CONCRETE ANCHORS.

E. 8” SS CLEAT MOUNTED WITH THREADED INSERTS.

HARDWARE:

ALL HARDWARE SHALL BE STAINLESS STEEL.

ASS-10 ALUM. ANODE

BOLTED TO U.S. FACE

(TYP.)

0' 1' 2'

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

S6

ELEVATION - DOWNSTREAM GATES (1 AS SHOWN, 1 OPP. HAND )

0' 1' 2'

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

S6

SECTION

7'-103 4" 7'-103

4"

17'-0"

LOCK FLOOR

EL. 51.0'

EL. 67.5'

3' -9

5'

-6

5' -6

1'

-9

8"

4" CLEAR

2' -0

2'

-0

2' -0

3'

-0

3' -8

1'

-1 1"

5' -1

13 8" 5'

-0

4' -1

1"

GALV. CLEVIS

4" GALV. L

6" x 3 8" x 1'-6" L

P P 12" I 35. #

HINGE

4" L (TYP.)P1

4" L (TYP.)

SEE DETAIL S6/5

SEE DETAIL S7/1

NEW 14" L (TYP.)P

8"" x 2'-0" CKD. LP

NEOPRENE SEAL

3" x 3" x 3 8" L

1 12" x 14" BENT LP

2" x 12" L CONT.P

4" DIA.

12" W @ 40#

6" I 17.35#

6" I 17.35#

6" I 17.35#

8" I…