Apopka Manatee Screens DRAWINGS 2 of 3.pdf

PROJECT LOCATION

SECTION: 10

TOWNSHIP: 21S

RANGE: 26

PROJECT LOCATION

SECTION: 10

TOWNSHIP: 21S

RANGE: 26

CELL D2CELL D1

CELL E2CELL E1

CELL F2CELL F1

GRAPHIC SCALE

0 2000 4000

SCALE: 1" = 2000'

QUAD REFERENCE

USGS 7.5' QUADRANGLE MAP

ASTATULA, FLORIDA 2015

CVR CD.dwg

A

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POLK

OKEECHOBEE

INDIAN RIVER

OSCEOLA

BR

EV

AR

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SC

EO

LA

VOLUSIA

SEMINOLE

ORANGE

LAKE

N

BAKER

FL

AG

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RALACHUA

PUTNAM

MARION

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CI

E C

CLAY

BRADFORD

DUVAL

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. J

O H

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A A

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NASSAU

PROJECT

LOCATION

NGVD 1929

ALL ELEVATIONS DEPICTED HEREIN

REFERENCE NGVD 1929 UNLESS

OTHERWISE NOTED. THE CONVERSION

FACTOR TO NAVD 1988 IS -1.08.

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

DRAWING FILENAME:

SHEET:

DATE:

P.E. NUMBER:

CERTIFICATION:

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VICINITY MAP

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

UPPER OCKLAWAHA RIVER BASIN

APOPKA LOCK AND DAM MANATEE SCREENS

LAKE COUNTY, FLORIDA

WILLIAM R. COTE

53746

SEPTEMBER 5, 2023 C1

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

INDEX OF PLANS

SHEET NO. SHEET TITLE

C1 COVER SHEET

C2 SITE PLAN

C3 EROSION AND SEDIMENT CONTROL

S1 DAM PLAN AND NOTES

S2 DAM SECTION AND MANATEE SCREENS

S3 LOCK STRUCTURE PLAN

S4 LOCK STRUCTURE MANATEE SCREENS

1 ISSUED FOR BID N.J.G. W.R.C. 09/05/2309/05/23

FLOW

FLOW

ACCESS ROAD

EL. 62.0'

EL. 62.0'

EL. 58.0'

EL. 56.0'

EL. 61.0'

FLOW

LOCK

L CANAL L CANALC

LIMITS OF

RIPRAP

FENDER SYSTEM

TURBIDITY BARRIER

FENDER SYSTEM

FI

XE

D W

EI

R

R

AD

IA

L

G

AT

ES

GATE "B"GATE "A"

U.S. BULKHEADS

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

R/W

R/W

71 71

66676869

67 68 69 70

69 7170

C

TURBIDITY BARRIER

LOCK

TENDER

BLDG.

NOTES:

1. ALL PROPOSED WORK IS SHOWN AND NOTED IN BOLD.

2. ALL ELEVATIONS ARE BASE ON NATIONAL GEODETIC VERTICAL

DATUM (NGVD) OF 1929.

3. 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 CONTRACTOR TO VERIFY ALL EXISTING

CONDITIONS AND IMMEDIATELY REPORT ANY DISCREPANCIES TO

THE DISTRICT.

LEGEND:

LIMITS OF RIPRAP

RIPRAP

SECTION SHEET NUMBER

SECTION LABEL

7'-0"67'-0"23'

20'

20'

10'

RIPRAP

20'

RIPRAP

MANATEE SCREEN (TYP.)

FLOW

FLOW FLOW

FLOW

C2

SITE PLAN

D.S. BULKHEADS

MANATEE SCREEN

ORIGINAL LOCK

TENDER BLDG.

SCALE: 1" = 10'

10 20

GRAPHIC SCALE

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DRAWN:

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DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

APL&DAM SPN.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

APOPKA LOCK AND DAM MANATEE SCREENS

LAKE COUNTY, FLORIDA N.J.G. SEPTEMBER 5, 2023 W.R.C.

1" = 20' W.R.C. W.R.C.

SITE PLAN

WILLIAM R. COTE

53746

SEPTEMBER 5, 2023 C2

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

1 ISSUED FOR BID N.J.G. W.R.C. 05/05/2309/05/23

(T

YP

0'

EXISTING

CAUSEWAY

100' 100'

CURRENT

STREAM OR

TURBIDITY

BARRIERS

TIDAL CREEK

ANCHOR

PILE LOCATIONS

TO CURRENT ACTION

MOORING BUOY W/ANCHOR

BARRIER MOVEMENT DUE

DREDGE OR FILL AREA

TYPE II

0'

(TYP.)

TYPE I

FLOW

D2

D1

D2

6'

5' O

R M

O R

E

18"

MIN.

3'

8"

FLOW

FLOW FLOW

20°±

SILT FLOW

6' MAX.

" M

IN

3' O

R M

O R

E

8"

" T O

8"

STORMWATER RUNOFF

SILT

FLO

W

WATERCOURSE

HAY BALE BARRIER

NOT TO SCALE

STAKED TURBIDITY BARRIER

TURBIDITY BARRIER APPLICATIONS

NOT TO SCALE

NOT TO SCALE

TEMPORARY SILT FENCE DETAIL

LEGEND

NOT TO SCALE

NOT TO SCALE

FLOATING TURBIDITY BARRIERS

STRESS

PLATE

SLOTTED PVC

CONNECTOR

PIPE (METAL COLLAR

REINFORCED)

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)

16" GALVANIZED CHAIN

8" POLYPRO

ROPE (600 LB.

BREAKING

STRENGTH)

CLOSED CELL SOLID

PLASTIC FOAM FLOATATION

(6" DIA. EQUIV.) (12 LBS.

PER FT. BUOYANCY)

4" GALV.

CHAIN

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.

STRUCTURE ALIGNMENT

PROPOSED TOE

OF SLOPE

LIMITS OF CONST.

SHORE LINE LIMITS OF CONST.

SHORE LINE

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).

POST (OPTIONS 2"x4" OR 21

2" MIN. DIA.

WOOD: STEEL 1.33 LBS. 12 FT. MIN.)

18 Oz. NYLON

REINFORCED PVC

FABRIC (300 PSI TEST)

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.

18 Oz. NYLON

REINFORCED

PVC FABRIC

(300 PSI TEST)

OPTIONAL POST

POSITIONS

FILTER FABRIC

VE

R

TI

C

ALFILTER FABRIC IN

CONFORMANCE WITH

FDOT STANDARD

SPECIFICATIONS FOR

ROAD AND BRIDGE

CONSTRUCTION

(LATEST EDITION)

SECTION 985

GEOSYNTHETIC

MATERIALS.

POST OPTIONS: SOFTWOOD 21

2"DIA.

SOFTWOOD 2" X 4"

HARDWOOD 1 12" X 1 12"

STEEL 1.33 LBS/FT

ELEVATION SECTION

TYPE III SILT FENCE

PRINCIPLE POST

POSITION (CANTED 20°

TOWARD FLOW)

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).

SILT FENCE

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.

18 Oz. NYLON

REINFORCED

PVC FABRIC

(300 PSI TEST)

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.

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

APOPKA LOCK AND DAM MANATEE SCREENS

LAKE COUNTY, FLORIDA N.J.G. SEPTEMBER 5, 2023 W.R.C.

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

EROSION AND SEDIMENT CONTROL

WILLIAM R. COTE

53746

SEPTEMBER 5, 2023 C3

51'-6"±

ESTCODEESTCODE ESTCODEESTCODE

SHEET PILING

1'-8" 1'-8" 12'-0" 1'-8" 1'-8" 1'-8" 1'-8"

12'-6"

1" CLEAR

15'-4" 15'-4" 1'-11"1'-11"

34'-6"

3"3"

3"

6"

4"

2' -0

6'

-6

4' -0

3"

4"

8" 6"

2' -0

4"

1' -0

"2' -0

2' -0

4"

3"

4"

1'-0"

MIN.

6 C 10.5#

HANDRAIL

POST

4" x 8"

TREATED

TIMBER

C

0.

5#

6 C 10.5# 6

C

0.

5#

HANDRAIL

POST

4" x 8"

TREATED

TIMBER2 - 3 4" GALV. ANC. BOLT 8" LONG

2" HIGH MASONRY SEAT

1" DIA.

STRINGER ANCHORS AT EA. END

3"x3

8"x5" L, 3" LONG GALV., 12"

GALV. BOLTS

2"

2 - 12" GALV.

BOLTS AT EA.

POST

CLCLCL

1" CLEAR 1" CLEAR1" CLEAR

0' 1' 2'

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

S1

RADIAL GATE PLAN

CL CL

LO

C

K

EXIST. RIPRAP

S2

S2

6"

6"

MANATEE SCREEN (TYP.)

12'-0"

CL

12'-6"

S2

S2

EXISTING

4"x6" SLOT

(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.:

AL&D MTE SCRN.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

APOPKA LOCK AND DAM MANATEE SCREENS

LAKE COUNTY, FLORIDA N.J.G. SEPTEMBER 5, 2023 W.R.C.

1/2" = 1'-0" W.R.C. W.R.C.

DAM PLAN AND NOTES

WILLIAM R. COTE

53746

SEPTEMBER 5, 2023 S1

GENERAL NOTES:

1. ALL PROPOSED WORK IS SHOWN AND NOTED IN BOLD.

2. ALL ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM

(NGVD) OF 1929.

3. THE EXISTING CONDITIONS PRESENTED IN THESE DRAWINGS ARE BELIEVED

TO BE ACCURATE ACCORDING TO THE INFORMATION AVAILABLE TO THE

DISTRICT. HOWEVER, IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR

TO VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY REPORT ANY

DISCREPANCIES TO THE DISTRICT.

MANATEE SCREEN 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, 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. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO

FABRICATION OF THE SCREENS AND SUBMIT SHOP DRAWINGS TO THE

DISTRICT FOR REVIEW AND APPROVAL.

7. THE SCREEN ASSEMBLIES SHALL BE GALVANIZED IN ACCORDANCE WITH

ASTM A123 STANDARD SPECIFICATION FOR ZINC (HOT-DIP GALVANIZED)

COATINGS ON IRON AND STEEL PRODUCTS.

8. ALL UNDERWATER CONCRETE ANCHORS SHALL UTILIZE THE HILTI HIT-RE

500-SD EPOXY ADHESIVE ANCHORING SYSTEM, OR EQUAL. THREADED

ANCHOR RODS, SHALL BE ¾” DIA. X 8-1/2” LONG HAS-R 316 STAINLESS STEEL

WITH A MINIMUM EMBEDMENT DEPTH OF 6-3/4”. NUTS AND WASHERS SHALL

ALSO BE SS-316.

9. FIELD CORRECTING OF FABRICATED STEEL SHALL NOT BE PERMITTED ON

STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL OF THE ENGINEER.

STEEL BULKHEAD NOTES:

1. THE CONTRACTOR SHALL INSTALL UPSTREAM AND DOWNSTREAM STEEL

BULKHEADS PRIOR TO INSTALLING LOCK BARRIERS. THE BULKHEADS ARE

CURRENTLY STORED ONSITE ADJACENT TO THE LOCK. THE UPSTREAM

BULKHEAD IS 16'-2" WIDE x 10'-0" TALL. THE DOWNSTREAM BULKHEAD IS 15'-6" WIDE x 12'-0" TALL.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING THE JOINTS FOR

DEWATERING THE LOCK. THE USE OF DIVERS WILL BE REQUIRED FOR

SEALING THE JOINTS AND CLEANING OUT THE LOCK BOTTOM SLOTS OF ANY

SEDIMENT AND DEBRIS.

3. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE

THE BULKHEADS AND REPLACE THEM TO THEIR STORAGE LOCATION

ADJACENT TO THE LOCK.

S2

MANATEE PROTECTION SCREEN (2 REQ'D) ELEVATION

0' 1' 2'

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

C5 x 9 (TYP. 4 SIDES)

C5 x 9

DET. S2/ 4 (TYP.)

11"

(TYP.)

1/2" x 2" BAR (TYP.)

17 SP. @ 8" O.C. = 11'-4"7" 7"

11" 1" CLR.

IN SLOT

12'-6"

1" CLR.

IN SLOT

B/ SLOT

EL. 62.67' 8"

3' -1

0"

T/ SCREEN

T/ WALL

EL. 71.00'

T/ WALL

EL. 71.00'

3' -1

0"

C5 x 9

(TYP.)

4"

S2

S2

S2

S2

12'-6"

7" 17 @ 8" O.C. = 11'-4"

C5 x 9

(TYP.)

14"

FACE OF

CONC. WALL

MANATEE SCREEN

S2

MANATEE PROTECTION SCREEN (2 REQ'D) PLAN

0' 1' 2'

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

FL

O

W

FL

O W

2" x 2" BAR

(TYP.)

ESTCODE ESTCODE

12'-0"

7"

0' 1' 2'

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

S2

MANATEE PROTECTION SCREEN SECTION

EL. 63.00'

T/ SCREEN

T/ WALL

EL. 71.00'

EL. 63.00'

EL. 69.00'

EL. 66.50'

3' -6

2'-0" 4"

2" GALV. PIPE RAIL

2" GALV. PIPE POST

2" THICK TREATED DECK TIMBERS

4"x8" TREATED STRINGERS 2'-0" O.C.

6"

1' -6

1' -6

ALL PILES BATTERED

TIMBER PILE

15-TON CAP.

SHEET PILE CUT OFF

4" x 8" CONT. L P

4" x 8" GUM TIMBER, 12' ? WATER-TIGHT

4" GALV. BOLTS 8" @ 3' CTRS.

DITTO

6" C 10.5# + 3" C 4.1#

7" I 13.8#

7" I 1 3.8#

2" CHAIN L

WELD TO

SKIN L

P

P

4" THICK

SKIN PL

EL. 67.50'

4" x 5" BRASS

OR COR.

RESIST.

CLAD STEEL

PLATE

ANCHORED

1' -6

1" DIA. SMOOTH

STEP RODS

2" GALV. BOLTS, THRU PIPE

POST & STRINGERS

MANATEE SCREEN

FLOW FLOW

4" 1

4"

21 2"

5"

C5

2" PL

2" DIA. HOLE

S2

LIFT PLATE DETAIL

SCALE: 3" = 1'-0"

0' 6"3"

4"

2"

S2

BOTTOM OF SCREEN

SCALE: 3" = 1'-0"

0' 6"3"

4" 21 8"

G A

P

C5

C5

2" x 2" BAR

6" SLOT

B/ SLOT

EL. 62.67'

EL. 63.00'

WELD

FLOW

C5

8"

(TYP.)

4"

(TYP.)

4"

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.:

AL&D MTE SCRN.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

APOPKA LOCK AND DAM MANATEE SCREENS

LAKE COUNTY, FLORIDA N.J.G. SEPTEMBER 5, 2023 W.R.C.

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

DAM SECTION AND MANATEE SCREENS

WILLIAM R. COTE

53746

SEPTEMBER 5, 2023 S2

1 N.J.G. W.R.C.ISSUED FOR BID 09/05/2309/05/23

CONDITIONS AND IMMEDIATELY REPORT ANY DISCREPANCIES TO

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING

AVAILABLE TO THE DISTRICT. HOWEVER, IT IS THE SOLE

ARE BELIEVED TO BE ACCURATE ACCORDING TO THE INFORMATION

3. THE EXISTING CONDITIONS REPRESENTED IN THESE DRAWINGS

DATUM (NGVD) OF 1929.

2. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL

1. ALL PROPOSED WORK IS SHOWN AND NOTED IN BOLD.

NOTES:

THE DISTRICT.

5' -1

0"

'-8

'-0

'-3

2' -6

4"

8" 8"

8"

4"

6' -4

1'

-8

61 2"

12"

24"12'-6"8'-5"3'-7"6"

22'-6" 67'-0" 7'-0"

"8"

"10

1' -0

8"

5' -0

2' -8

'-0

1' -6

'-6

2'-6" 12'-6"

5' -2

3 16

4' -0

4' -0

3'-0"19'-6"19'-6"3'-0"

20'-6"

96'-6"

45'-0" 16 '-8

1' -8

8'-2" 5'-0" 17'-6"

3' -0

8"

6"

"10

3' -8

'-0

8"

11 2"

0"3' -4

8'-0"

'-6

'-0

'-0

4"

1' -6

4"

HANDRAILS

LADDER RUNGS

MOORING POST

HANDRAIL

12" WF 27

8" WF 17

2" S

PA

C

E

HANDRAIL

SHEET PILING

1'-6"

SHEET PILING

MOORING POST

GATE "A"FLOOR EL. 61.25'

LOCK EL. 56.25'

GATE SILL

EL. 57.0'

L MOORING POST

HANDRAIL

C L MOORING POSTC

L MOORING POSTC

SHEET PILING

FLOW FLOW

LOCK TENDER BUILDING

OLD LOCK

TENDER BUILDING

SI

LL

GATE SILL

EL. 62.0'

T/ SLAB

EL. 71.0'

T/ SLAB

EL. 71.0'

L OF THE WEST RADIAL GATEC

L OF LOCKC L OF LOCKC

S3

LOCK PLAN

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

0' 2' 4'

22'-6" 7'-0"

7'-0" 8"

8" 8"

D.S. BULKHEADSU.S. BULKHEADS

U.S. MANATEE SCREEN GATE OUTLET

MANATEE SCREEN

D.S. MANATEE SCREEN

GATE OUTLET

MANATEE SCREEN

GATE "B"

16'-6"

AP

PR

O X.

G

AT

E R

AD

IU

S

'-3 1 2" (

TY

P.

16'-6"

'-0

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.:

AL&D MTE SCRN.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

APOPKA LOCK AND DAM MANATEE SCREENS

LAKE COUNTY, FLORIDA N.J.G. SEPTEMBER 5, 2023 W.R.C.

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

LOCK STRUCTURE PLAN

WILLIAM R. COTE

53746

SEPTEMBER 5, 2023 S3

1 N.J.G. W.R.C.ISSUED FOR BID 09/05/2309/05/23

S4

UPSTREAM SCREEN SECTION

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

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

S4

UPSTREAM GATE SCREEN

23 4"

SP

2"

'-0

51 4"

1' -6

4"

4"

2" 1

2"

8"

2"

(TYP.)

FACE OF

CONC. WALL

BENT L 12" x 8" x 14" (TYP.)L 4" x 4" x 12" (TYP.)

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

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

ELEVATION(1 REQ'D)

3'-3"

1' -6

C L

4" P

IP

E

3' -8

L 12" x 2" x 3'-0"

6 SP. @ 61

2" = 3'-3"

14"

(TYP.)

P

4" DIA. x 81

2" HILTI (TYP.)

P

ESTCODE

ESTCODE

CAPPROX. L 24" PIPE

FACE OF

CONC. WALL8"

2"

(TYP.)

6 SP. @ 61

2" = 3'-3"FACE OF

CONC. WALL

L 12" x 2" x 3'-0"PL 4" x 4" x 12"

BENT L 12" x 8" x 14" (TYP.)P

4" DIA. x 81

2" HILTI (TYP.)

14"

(TYP.)

CAPPROX. L 24" PIPE

14" (TYP.)

S4

S4

S4

DOWNSTREAM SCREEN SECTION

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

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

23 4"

SP

2"

'-0

51 4"

1' -6

4"

4"

2" 1

2"

8"

2"

(TYP.)

14" (TYP.)

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

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

ELEVATION (1 REQ'D)

3'-3"

1' -6

C L

4" P

IP

E

3' -8

L 12" x 2" x 3'-0"

6 SP. @ 61

2" = 3'-3"

14"

(TYP.)

P

4" DIA. x 81

2" HILTI (TYP.)

ESTCODE

ESTCODE

14"

(TYP.)

CAPPROX. L 24" PIPE

FACE OF

CONC. WALL11

2"

(TYP.)

6 SP. @ 61

2" = 3'-3"

L 12" x 2" x 3'-0"PL 4" x 4" x 12"

BENT L 12" x 8" x 14" (TYP.)P

4" DIA. x 81

2" HILTI (TYP.)

S4

DOWNSTREAM GATE SCREEN

L 4" x 4" x 12" (TYP.)

CAPPROX. L 24" PIPE

FACE OF

CONC. WALL

BENT L 12" x 8" x 14" (TYP.)P

8"

FACE OF

CONC. WALL

S4

S4

S4

GATE OUTLET SCREEN SECTION

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

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

S4

GATE OUTLET MANATEE SCREEN

5"

SP

2"

'-0

5"

1' -1

4"

4"

6" 6"

6"

2"

(TYP.) L 6" x 4" x 12" (TYP.)L 4" x 4" x 12" (TYP.)

14"

(TYP.)

14" (TYP.)

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

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

ELEVATION (2 REQ'D)

1'-1" 1'-1"

CL 24" PIPE

1' -1

C L

4" P

IP

E

2' -1

0"

2'-2"

4 SP. @ 61

2" = 2'-2"

CL 24" PIPE

FACE OF

CONC. WALL

L 12" x 2" x 2'-2" (TYP.)P

4" DIA. x 81

2" HILTI

4" DIA. x 81

2" HILTI (TYP.)

S4

S4

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.:

AL&D MTE SCRN.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER OCKLAWAHA RIVER BASIN

APOPKA LOCK AND DAM MANATEE SCREENS

LAKE COUNTY, FLORIDA N.J.G. SEPTEMBER 5, 2023 W.R.C.

1 1/2" = 1'-0" W.R.C. W.R.C.

LOCK STRUCTURE MANATEE SCREENS

WILLIAM R. COTE

53746

SEPTEMBER 5, 2023 S4

1 N.J.G. W.R.C.ISSUED FOR BID 09/05/2309/05/23

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE