15-Drawings.pdf

CANAL STRUCTURE S-27 IMPROVEMENTS

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OAKLAND PARK, FLORIDA

100% SUBMITTAL

PROJECT

LOCATION

FLORIDA

BROWARD COUNTY WATER AND WASTEWATER SERVICES/

WATER MANAGEMENT DIVISION

2555 WEST COPANS ROAD

POMPANO BEACH, FL 33069

954-831-3250

AGENCY COMMISSION/COUNCIL

BEAM FURR

MARK D. BOGEN

NAN H. RICH

MICHAEL UDINE

LAMAR P. FISHER

STEVE GELLER

ALEXANDRA P. DAVIS

ROBERT MCKENZIE

HAZELLE P. RODGERS

MAYOR, DISTRICT 6

VICE MAYOR, DISTRICT 2

DISTRICT 1 COMMISSIONER

DISTRICT 3 COMMISSIONER

DISTRICT 4 COMMISSIONER

DISTRICT 5 COMMISSIONER

DISTRICT 7 COMMISSIONER

DISTRICT 8 COMMISSIONER

DISTRICT 9 COMMISSIONER

ADMINISTRATION/STAFF

DATE OF ISSUE: 07/22/2025

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OAKLAND PAltl<. llVO

SECTION 21 , TOWNSHIP •t, RANGE 42

LOCATION MAP

;§ MONICA CEPERO COUNTY ADMINISTRATION Sunshine®

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INDEX OF DRAWINGS

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SHEET TITLE

GENEAALNOTfS

A88RfVIAJION$

CONSTRUCTION PHASING PLAN

DBMU

NEW CONSTRUCTION· GROUND flOORPLAN

SECTIONS

30 VIEWS

cma chen moore and associates

500 West Cypress Creek Road Suite 600

Ft. Lauderdale, FL 33309 954.730.0707 www.chenmoore.com

CUENT PROJECT NUMBER 1§ ALAN W. GARCIA, P.E. WWS DIRECTOR ~"•·-·----•• H SUSAN BODMANN, PG, PMP WWS/WMD DIRECTOR =..:-:-..==...:.?: DRAWINGNUMBER

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GENERAL NOTES!

1. ALL WORK PERFORMED SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE

AND LOCAL LAWS, COOES, REGULATIONS. PERMITS AND ORDINANCES.

2. ALL CONSTRUCTION MATERIALS AND TESTING SHALL CONFORM TO THE

APPLICABLE SPECIFICATIONS OF COUNTY, STATE OF FLORIDA AND NATIONAL

CODES.

J. IF ACTUAL FIELD CONDITIONS VARY FROM THE DRA'MNGS, THE CONTRACTOR

SHALL NOTIFY THE COUNTY ANO ENGINEER FOR 'vmlFICA TION PRIOR TO

PROCEEDING.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF

ALL CONSTRUCTION DEBRIS.

5. DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT

All EXISTING STRUC . IF OAMAMGEO THEY SHALL BE

REPAIRED OR REPLA XPENSE.

6. THE CONTRACTOR S ANO RESTORE ALL DISTURBED

AREAS TO CURRENT S.

7. CONTRACTOR SHALL MAINTAIN v£HICULAR ACCESS TO ADJACENT PROPERTIES AT

ALL TIMES/ IF CLOSURES ARE NEEDED, CONTRACTOR SHALL SCHEDULE THIS IN

ADVANCE AND GIVE NOTICE TO PROPERTY OWNERS. BROWARD COUNTY, CITY OF

OAKLAND PARK AND THE ENGINEER.

8. All EXCAVATED SLOPES MUST CONFORM TO OSHA STANDARDS.

9. GEOTECHNICAL INFORMATION (SOIL BORINGS) IS INCLUDED IN THE TECHNICAL

SPECIFICATIONS.

DEMOLITION:

1. DEMOLISH AND DISPOSE OF STRUCTURES SHOWN ON THE ORA'MNGS IN

ACCORDANCE Vt'ITH APPROVED PERMIT FOR DEMOLITION.

2. All DEMOLITION DEBRIS SHALL BE DISPOSED OF AT A LICENSED FACILITY

PERMITTED TO ACCEPT SUCH WASTE. IN ACCORDANCE WITH APPLICABLE LOCAL.

STATE AND FEDERAL REGULATIONS.

OVIL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY EROSION AND

SEDIMENT CONTROL DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN AND

REPAIR EROSION ANO T CONTROL DEVICES AS NECESSARY.

2. THE CONTRACTOR RESPONSIBLE FOR All DEWATERING THAT MAY BE

NECESSARY FOR THE AND FOR OOTAINING THE NECESSARY PERMITS AND

PROVIDING SUITABLE ENT ACCESS AND OPERATION WIITHIN THE WORK

AREA.

J. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORTS AND PREPARE

CONSTRUCTION MEANS AND METHODS FOR THE GEOLOGICAL CONDITIONS

PRESENT ON SITE.

4. CONTRACTOR SHALL INSTALL POLLUTION PREVENTION MEASURES PRIOR TO

EARTH DISTURBING ACTIVITIES.

SURVEY NOTES:

1. THESE DRAWINGS HAVE BEEN ADAPTED FROM THE TOPOGRAPHIC SURVEY

PREPARED BY BROWARD COUNTY, DATED 11/19/12 FOR CONTROL STRUCTURE

27.

2. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAvO 88).

J. All WORK IS PROPOSED WITHIN THE COUNTY AND STATE RIGHT OF WAY.

4. NO SUBSURFACE IMPROVEMENTS OR UNDERGROUND UTILITIES WERE LOCATED

OTHER THAN THOSE SHOWN.

5. BENCHMARK REFERENCE: NATIONAL GEODETIC SURVEY (NGS) BENCHMARK 5664:

STAINLESS STEEL ROO DRIVEN TO REFUSAL ENCASED IN NGS LOGO CAP.

BENCHMARK IS LOCATED AT 0.5 MILES WEST OF POVERLINE ROAD ON NW 38TH

STREET AT THE ENTRANCE OF ROYAL PALM PARK. LOCATED 40.0 FT NORTH OF

THE CENTERLINE OF NORTH'IIEST J8TH STREET, 20.5 FT Yt£ST OF THE

APPROXIMATE CENTERLINE OF THE ENTRANCE TO ROYAL PALM PARK, 1J.O FT

NORTH OF THE NORTH EDGE OF THE SIDEWALK, 9.0 FT SOUTH OF THE

SOUTHEAST CORNER OF THE PARKING LOT, 4.5 FT EAST OF THE MOST

NORTHEAST PALM TREE OF A SET TREES ANO 2.J FT WEST OF

THE WEST ENTRANCE GATE POST. NAW88

6. HORIZONTAL LOCATION OF THE FEATURES HEREON IS TO THE CENTER

OF THE SYMBOL. SYMBOLS MAYBE AT AN E SCALE FOR CLARITY.

7. HORIZONTAL ANO VERTICAL DATA SHOv.t,1 HEREON WAS OBTAINED UTILIZING A

"LEICA TCR 702" TOTAL STATION AND "105 RANGER 2001 " DATA COLLECTION

SYSTEM.

8. THE HORIZONTAL FEATURES SHO'hN ARE PLOTTED WITHIN A 1/20 OF THE MAP

SCALE.

9. THIS MAP IS PRODUCED EXCLUSIVELY FOR THE INTERNAL USE OF BROWARD

COUNTY.

10. THERE MAYBE AOOITIONAL EASEMENTS. RIGHT-OF-WAY, OR OTHER

RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN

THE PUBLIC RECORDS OF BROWARD COUNTY.

11. DATA SOURCES!

o. SECTION MAP FOR SECTION 21-49-42

b. PLAT OF "SEACREST ISLES", P .8. 75, PG. 8, B.C.R.

c. PLAT OF "ROYAL PALM ACRES 11TH SECTION", P.B. 64, PG. 18, B.C.R.

d. O.R.8. J450, PG. 974 8.C.R.

e. O.R.B. 2838, PG. 495 B.C.R.

f. O.R.B. 2861, PG. 269 B.C.R.

UTILITY NOTES:

1. THE CONTRACTOR

UN

TE

2. THE

DAM

SHALL CONTACT FLORIDA SUNSHINE ONE CALL TO VERIFY

'WITHIN THE PRO,.ECT SITE. THE FLORIDA SUNSHINE ONE

811.

All BE RESPONSIBLE FOR 1HE COST ~ REPAIRING ALL

J. THE CONTRACTOR SHALL USE CAUTION 'M--IEN WORKING NEAR OVERHEAD AND

UNDERGROUND UTILITIES.

4. THE CONTRACTOR SHALL 'vmlFY THE CLEARANCE v.tiEN WORK OR TRAVEL NEAR OR UNDER OVERHEAD PO'NER LINES OCa.JR.

EROSION CONTROL NOTES:

1. EROSION CONTROL DEVICES AND MEASURES SHALL BE IN PLACE PRIOR TO ANY

EARTH MOVING ACTIVITIES.

2. CONTRACTOR SHALL INSTALL SILT FENCE ALONG ALL SLOPED ANO DOWNHILL

LIMITS OF STAGING AND STORAGE AREAS.

J. CONTRACTOR SHALL ENCOMPASS STAGING ANO STORAGE AREAS 'NITH SILT

FENCE.

4. ADJACENT PROPERTY AREAS ANO AREAS OUTSIDE THE LIMITS OF CONSTRUCTION

SHALL BE PROTECTED WITli EROSION ANO SEDIMENT CONTROLS. SILT FENCES

SHALL BE INSTALLED ALONG THE ADJACENT PROPERTIES AND LIMITS OF

CONSTRUCTION LINES AS EARTHWORK ACTI\JITIES PROCEED.

5. FLOATING TURBIDITY BARRIERS SHALL BE PLACED AS REQUIRED TO CONTROL

TURBIDITY.

6. SILT FENONG SHALL BE MAINTAINED THROUGHOUT THE PRO,.£CiS DURATION.

ADDITIONAL SEDIMENTATION ANO EROSION CONTROL DEVICES MAY BE REQUIRED

AS CONSTRUCTION PROGRESSES.

7. THE CONTRACTOR SHALL BE RESPOSIBLE FOR YIEEKLY INSPECTION AND

MAINTENANCE OF All EROSION CONTROL DEVICES. DURING CONSTRUCTION, STAKED SILT FENCING SHALL BE INSPECTED FOR DEPTH OF SEDIMENT AND

TEARS IN FABRIC TO DETERMINATE IF FABRIC IS SECURELY ATTACHED TO THE

FENCE POSTS AND TO DETERMINE IF THE FENCE POSTS ARE HAMMERED FIRMLY

INTO TliE GROUND. All DEVICES SHALL BE MAINTAINED IN GOOO WORKING ORDER. IF REPAIR IS NECESSARY, IT SHALL BE COMPLETED \\'lTHIN 24 HOUR

REPORTED DEFICIENOES.

5. BUILT UP SEDIMENT SHALL BE REMOVED FROM AGAINST STAKED SILT FENCE

ANO HAY BALES ¥MEN IT REACHES ONE-HALF THE FENCE HEIGHT.

GRANT NOTES:

1. 1HIS PROJECT IS FUNDED BY 1HE FLORIDA DEPARTMENT OF ENVIRONMENTAL

PROTECTION (FOEP) GRANT NO. 22FRP126. THE GRANT DOCUMENTS ARE

INCORPORATED BY REFERENCE AS PART OF THE CONTRACT DOCUMENTS AS

EXHIBIT 1 OF THE BFC NO. 170.

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COUNTY

IWW•W·■■•W·I

IIIOWAID COUNTT WATU

AND WASTEWAJEI

SEtVICES/WATH

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2555 W COl'ANS IIOAD.

POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CLIENT PROJECT NUMBER

VERIFYSCAlES 0 - 1·

IF~~~N=~~~~~i~•

REVISIONS

DATE Of ISSUE

05/20/2025

DESIGNED BY

CE

DRAWN BY

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CHECKED BY

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DRAWING TITLE

GENERAL NOTES

DRAWING NUMBER

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ABBREVIATIONS:

AC AL TERNA TING CURRENT

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANSI AM ERICAN NATIONAL STANDARDS

INSllTIJTE

APPROX APPROXIMATELY

ASCE AM ERICAN SOCIETY OF CIVI L

ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWG AMERICAN WIRE GAUGE

AWS AMERICAN WELDING SOCIETY

BLDG BUILDING

BOS BOTTOM OF STRUCTURE

BOT BOTTOM

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CIRC CIRCUMFERENCE

CJ CONSTRUCTION JOIN T

CL, C/L CENTERLINE

CLR CLEARANCE

Ct.IP CORRUGATED METAL PIPE

C/0 CHANGE ORDER

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CTRS CENTERS

DBL DOUBLE

DHW DESIGN HIGH WATER

DIA DIAMETER

DIM DIMENSION

DISC DISCONNECT

DIST DISTANCE

'" x,#· EXISTI NG ELEVATlON

~ PROPOSED ELEVATION

IMllil MATCH EXI STlNG GRADE

JH:1V SLOPE (J HORIZONTAL TO 1 VERTlCAL)

SLOPE (J HORIZONTAL TO 1 VERTICAL) 7 1

~ DRAINAGE FLOW DIRECTION

. 8 t.1 APL.£ EXISTI NG TREE (SIZE, TYPE)

';' WATER SURFACE ELEVATlON t DIAMETER . • T T SLOPED AREA WITH DIRECTlON ;~ ~-

JI ~ B-1 SOI L BORING

[~ ,s D STAFF GAUGE (CONCRETE)

! ,g, STAFF GAUGE (POLE MOUNTED)

I e STATE ROAD

I

[§] COUN TY ROAD

l v U.S. FEDERAL HIGHWAY ... DIRECTION OF TRAVEL -s ' ------2lL___.. I CROSS SLOPE AND DIRECTION

OWE DESIGN WATER ELEVATlON

OWG DRAWI NG

EASTING

EA EACH

EF EACH FACE

ELEV/EL ELEVATION

EQ EQUAL

EQ SP EQUALLY SPACED

ETC ET CETERA

EXIST EXISTlNG

EW EACH WAY

EOW EDGE OF WATER

FBC FLORIDA BUILDING CODE

FDEP/DEP FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

FOOT FLORIDA DEPARTMENT OF

TRANSPORTATION

FF FINISHED FLOOR ELEVATION

FPL FLORIDA PO'MER & LIGHT

FT FEET OR FOOT

FWC FLORIDA FlSH AND WILDLIFE

CONSERVATION COMMISSION

FWS UNITED STATES FISH AND WILDLIFE

SERVICE

GA GAUGE

GAL GALLON

GALV GALVANI ZED

GRTG GRATING

HOPE HIGH DENSITY POL YETHLYENE

HEX HEXAGONAL

HMWPE HIGH MOLECULAR 'NEIGH T

POLYETHYLENE

HORIZ HORIZONTAL

HP HORSEPO'NER

HT HEIGHT

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

HWSE HIGH WATER SURFACE ELEVATION

HZ HERTZ

LEGEND:

(~) BOLLARD

~ ANTENNA POLE

----U--U- WARNING SIGN

Ci) KEY NOTE CALL OUT

EXISTING STRUCTURES

NEW STRUCTURES

EXISTING CONTOURS

PROPOSED CONTOURS

TO BE REMOVED (LINEAR FEATURE)

LIMITS OF CONSTRUCTION

SILT FENCE

FLOATING TURBIDITY BARRIER

TUFFBOOM

GUARDRAIL

~ STEEL SHEET PILE WALL

m m BOAT BARRIER

BENCHMARK

EXISTING POWER POLE WITH ELECTRIC HAND

HOLE

ID INSIDE DI AMETER, IDEN TIFICATION

IN INCH(ES)

INC. INCORPORATED

INV INVERT

kPA KILO PASCALS

LENGTH

LAT LATITUDE

LB POUND

LBR LIMEROCK BEARING RATIO

LG LONG

LONG LONGITUDE

LONGIT LONGITUDINAL

LP LIQUID PROPANE

LPG LIQUID PROPANE GAS

LS LAP SPLICE

LW LOW WATER

LWSE LOW WATER SURFACE ELEVATlON

MAX MAXIMUM

MECH MECHANICAL

MEG MATCH EXISTING GRADE

MFGR MANUFACTURER

MHHW MEAN HIGH HIGH WATER

MHW MEAN HIGH WATER

MLW MEAN LOW WATER

MIN MIN:MUM

MM MIWMETER

N NORTHING

NAD83 NORTH AMERICAN DA TUM OF 1983

NEC NATIONAL ELECTRIC CODE

NAVD/NAVD88 NORTH AMERICAN VERTICAL DA TIJM

OF 1988

NEMA NATIONAL ELECTRICAL

MANUFACTIJRERS ASSOCIATlON

NF NEAR FACE

NGS NATIONAL GEODETIC SURVEY

NGVD /NGVD29 NATIONAL GEODETIC VERTICAL

NO

DA TUM OF 1929

NUMBER

~,...,~ STAGING AREA

~ EXISTING RIPRAP

~ PROPOSED RIPRAP

BEDDING STONE

[:;::::;I I l:;::::;1 11:;::::;W COMPACTED BACKFILL

~ FILL/STOCKPILE AREA

~ CUT/EXCAVATE

I 2/2' 'j// 1 OEMOU TION/REMOVAL

@7~ LIMEROCK

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I; . . ·· ' • '.· • ... l CONCRETE

IS½:%%'-§'Sl EXISTING UNOISTURBED GROUND

SAND- CEMEN T END WALL

ALLOWABLE ACCESS ROAD

STAGING AREA BOUNDARIES

ACCESS PROH IBITED

NPT

N1, QC

OD

OHP

OHW

OPNG

PB

PCF

PID

PLCS

PLF

PROJ

PSF

PSI

PSIG

PT

PVC

RCBS

RCP

REF

REIF

REDD

RFB

RGE

RGS

RPM

SF

SFWMD /DISTRICT

SCH

SEC

SECT

SP

SPA

SPECS

NATIONAL PIPE THREAD ss STAINLESS STEEL

NOT TO SCALE SSP STEEL SHEET PILE

ON CENTER SSPC SOCIETY FOR PROTECTIVE COATINGS

OU TSIDE DIAMETER SST STAINLESS STEEL TYPE 304

OVERHEAD PO'NERLINE STA STATION

OVERHEAD WIRE STO STANDARD

OPENING STL STEEL

PUSH BUTTON STRUCT STRUCTURE

POUNDS PER CUBIC FOOT SWPPP STORM WATER POLLUTION

PERMANEN T IDENTIFIER PREVENTION PLAN

PLACES SWL SURF ACE WATER LEVEL

POUNDS PER LINEAR FOOT IBO TO BE DETERMINED

PROJECTION THK THICK

POUNDS PER SQUARE FOOT T.O. TOP OF

POUNDS PER SQUARE INCH TOB TOP OF BANK

POUNDS PER SQUARE INCH GAUGE TOC TOP OF CONCRETE

PRESSURE TREATED TOL TOP OF LEVEE

POL YVIN'rl. CHLORIDE TOE TOE OF SLOPE

RISERS, RADIUS TWP TOVINSHIP

REINFORCED CONCRETE BOX TYP TYPICAL

STRUCTURES U/G UNDERGROUND

REINFORCED CONCRETE PIPE UL UNDERV!RITER'S LABORATORIES INC

REFERENCE UNC UNIFIED COURSE THREADS

REI NFORCEMENT USACE UNITED STATES ARMY CORPS OF

REQUIRED ENGINEERS

REQUEST FOR BID USFWS UNITED STATES FISH AND WILDLIFE

RANGE SERVICE

RIGID STEEL VERT VERTICAL

REVOLUTIONS PER MINUTE W/ V.TH

SQUARE FEET WCA WATER CONSERVATION AREA

SOUTH FLORIDA WATER WSE WATER SURFACE ELEVATION

MANAGEMENT DISTRICT WT 'NEIGHT, WATERTIGH T

SCHEDULE WQ WATER QUALITY

SECTION (F) FlELD

SECTIONAL

STATIC PRESSURE

SPACING

SPECIFICATIONS

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DETAIL 8~ I I

DRAWING WI-IERE DETAIL IS CUT J \_ DRAWING WI-I~ OETA1d SHO'M'I

PL

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STRUCTURAL SHAPES

CHANNEL

ANGLE

PLATE

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NOTE:

THE ELEVATIONS SHO'ftt. HEREON ARE BASED ON

THE NORTH AMERICAN VERTICAL DATIJM OF 1988

(NA\/088). FCJ'< THIS PROJECT SITE, THE

CONVERSION IS: NGW29=NAW88 +1.48

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SEIVICES/WATEI

MANAGEMENT OIVISK>N

2555 W COl'ANS IIOAD, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CLIENT PROJECT NUMBER

VERIFYSCAlES 0 - 1·

IF~~~N=~~~~~i~•

REVISIONS

DATE Of ISSUE

05/ 20/2025

DESIGNED IV

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SEtVICES/WATH

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2555 W COl'ANS IOAD, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CLIENT PROJECT NUMBER

VERIFYSCAlES 0 - 1·

IFNOTONEINCHONTHISSHEET,

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REVISIONS

DATE Of ISSUE

05/20/2025

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2555 W COl'ANS IIOAD, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CUENT PROJECT NUMBER

VERIFYSCAlES 0-1•

IF NOTONEINCHONTHISSHEET,

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05/20/2025

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GWIIC SCAIE ;.. .. w VERTICAL DAl\JM INFORMATION

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CLIENT

B1{6:WARD

COUNTY

IWW•W·■■•W·I

I IIOWAID COUNTT WATU

AND WASTEWAJEI

SEtVICES/WATH

MANAGEMENT DIVISION

2555 W COl'ANS IIOAD, POMPANO IEAC N, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CLIENT PROJECT NUMBER

VERIFYSCAlES

IF~OT~N~~f~~~I~~~~•

REVISIONS

DATE Of ISSUE

05/ 20/ 2025

DESIGNED BY

CE

DRAWN BY

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:~! ... _ DRAWING NUMBER

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Z. COlffltAClOIIIIU.U.,110YIIIEADDffilllU,LUIUl&llAIIIEG11tED•Y au.a,l'I.ICMILILOC'-L .. 9'A'90lll'ICllll.ll.UWITO_T _ 1\MIIDITYtUIID'-""-

1. EII-CCINTIIOI.IIHAU.BE .. PLACEl"IIIOIITOMYEAIITH-G •en-, <I. TIIIILIVA_lltl_HHION.Hl.tlll00N11t1_1H _-.C:,.,.

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LEGEND

i::::z==:J

GWIICSCAIE ;.. .. w VERTICAL DAl\JM INFORMATION

.U.LELEV-.TlONS-•REINNOltTH

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REGISTRATION

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CLIENT

B1{6:WARD

COUNTY

IWW•W·■■•W·I

IIIOWAID COUNTT WATU

AND WASTEWAJEI

SEtVICES/WATH

MANAGEMENT DIVISION

2555 W COl'ANS IIOAD, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CLIENT PROJECT NUMBER

VERIFYSCAlES 0 - 1·

IF~~~N=~~~~~i~•

REVISIONS

DATE Of ISSUE

05/20/2025

DESIGNED BY

CE

DRAWN BY

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DB

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SEtVICES/WATH

MANAGEMENT DIVISION

2555 W COl'ANS IOAD, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CLIENT PROJECT NUMBER

VERIFYSCAlES 0-1•

IFNOTONE INCHONTH IS SHEET

ADJUSTSCALESACCORDINGLY'

REVISIONS

DATE Of ISSUE

05/20/2025

DESIGNED BY

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DRAWN BY

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EROSION

CONTROL PLAN

AND DETAILS

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POST POSITIONS

FILTERFABRIC(IN

CONFORMANCE 'MTH

SECTION 985 FOOT

SPEOFlCATIONS)

SILT FENCE BARRIER DETAILS 1

NOT TO SCALE ERO-1 ER0-2

Caution Boaters Watch for Manatees

Wildlife Alert:

1-888-404-FWCC(3922)

cell +FWC or #FWC

Report collisions. sick. dead or injured manl!ltees and any wildlife or boati n& law violations.

TEMPORARY MANATEE SIGN 3

NOT TO SCALE ER0-1 ER0-2

20• (:l:)

PRINCIPAL POST POSITION

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FILTER FABRIC

l'IQllQa

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(6"• EQUIV) (12 LBS PER FT BUOYANCY)

¼ "GALVANIZED a-tAIN

COMPONENTS OF' Tl-IE TYPE I FLOATING ruRBIOIT'r'

BARRIER MAY BE SIMILAR OR IDENTICAL TO

PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE

PROPRIETARY RIGHTS a'" THE DESIGNER SHALL BE

THE SCU: RESPONSIBILITY OF THE USER.

SUBSTITUTION FOR TYPES I SHALL BE AS

APPROVED BY THE DISTRICT.

NOTES;

1, SINGLE PANEL FOR DEPTHS 5' OR LESS.

2. ADDITIONAL PANELS AS NECESSARY TO EXTEND TO WITHIN

1' Of Tl-IE CANAL BOTTOM.

TYPE 1 FLOATING nJRBIDrTY BARRIER DETAILS 2

NOT TO SCALE ER0-1 ERO-2

CAUTION: MANATEE HABITAT

All project vessels

IDLE SPEED/ NO WAKE

When a manatee is within 50 fe et of work all in -water activities must

SHUT DOWN

Report a ny collision wit h or i njury to a manatee :

Wildlife Alert:

1-888-404-FWCC(3922)

cell * FWC or # FWC

TEMPORARY MANA TEE SIGN 3

NOT TO SCALE ERO-1 ERO-2

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CLIENT

B1{6:WARD

COUNTY

IWW•W·■■•W·I

I IIOWAID COUNTT WATU

ANO WASTEWAJEII

SEtVICES/WATH

MANAGEMENT DIVISION

2555 W COl'ANS ltOAD, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CUENT PROJECT NUMBER

VERIFYSCAlES

IFNOTONEINCHONTHISSHEET,

ADJUST SCALES ACCORDINGLY

REVISIONS

DATE Of ISSUE

05/ 20/ 2025

DESIGNED BY

CE

DRAWN BY

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CHECKED BY

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CLIENT

B1{6:WARD

COUNTY

IWW•W·■■•W·I

IIIOWAID COUNTT WATU

AND WASTEWAJEI

SEtVICES/WATH

MANAGEMENT DIVISION

2555 W COl'ANS IOAD, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CLIENT PROJECT NUMBER

VERIFYSCAlES 0 - 1•

IFNOTONE INCHONTHISSHEET,

ADJUST SCALES ACCORDINGLY

REVISIONS

DATE Of ISSUE

05/ 20/2025

DESIGNED BY

CE

DRAWN BY

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PLAN

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FLORIDA '

PROJECT NUMBER

23-0021.00042

CUENT PROJECT NUMBER

VERIFYSCAlES ,_ lf!_,OT~N~~ON THl; ; HEET

REVISIONS ACCORDINGLY '

DATE Of ISSUE

05/ 20/2025

DESIGNED BY

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DRAWN BY

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CONSTRUCTION

PHASING PLAN

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.lfCIUl'IUIU!f'lntl-...CIUMITITYllt-.

Z. COlffltACTOIIIHAU.l'f!O'o'IDEAO-LBU.IIERt.l.lllE-H au,,.,,~IUL0CALl,lf AQOll,alllll.<,LU.W91'0_n_ NMIDITY I T4flD.I.IUI ..

1.EN-Clllffltlll.law.LBE .. 1"1..1,CE,IIIOIITOAN1'EAIITH-G ACflVffll l.

<I. NIILIV•- 11t1-•M QflAHU1U Ol'ITHIIIOllnt-lCMI -ncALDATUMOF1NIIJU,W R ~NAVDR- 11 -1..U.

PHASE 2 CONSlRUCTION PLAN TO INCLUDE:

1.CO!tfTll;l,ICflClflfW ll'II.LW#IY Z.lffT.1.U.I\AIIEOW.I.LIIW,tY

1. UTCHTOEJlftTWIOGltAIEE..EV.tllON.

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Sunshine® cma cku....-. and a11odata

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Ft. l.il~:=-~33309

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CLIENT

B1{6:WARD

COUNTY

IWW•W·■■•W·I

IIIOWAID COUNTT WATU

ANO WASTEWAJEII

SEtVICES/WATH

MANAGEMENT DIVISION

2555 W COl'ANS IIOAD, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CUENT PROJECT NUMBER

VERIFYSCAlES

IFNOTONEINCHON THISSHEET,

ADJUST SCALES ACCORDINGLY

REVISIONS

DATE Of ISSUE

05/20/2025

DESIGNED BY

CE

DRAWN BY

BC

CHECKEDIY

DB/BW

DRAWINGTfflE

CONSTRUCTION

PHASING PLAN

t n=-'•1U1t1.11 tt OTltlll-JtOTIOI 8 ~ ... o:-:·~:s 8

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NOTES:

1, fA8fUC:: No I CALV STEEL WIRE, 2" MESH, &LACI< VINYL COATED.

l'AMC Tl!:S: No I GALV STI!!L ¥IMI! SPACl!D 1Z" APMT ON POST

AND24• APMT ON RAILS.

2. CORNER POST: 3• OUTSIJE DIAMETER Pl'E, UI ...,-,

3. UNEPOST: m · ouTSIIDl!DlAa'T!RPIPl!,5.71#11'T•SCHl!D40.

4. TOPMl.: 1W OUTSb!DtAIIETI!Rpt,e:, z.ntllf'T.

5. NUTS, l!tOLTS & SCREWS: SHALL Ill! 01" GALVANID!D STl!!L, ,_.

SIZE %" DIMETER.

$. 80TTOMWIRE:COILSPRl'fG~1GA.

7. TRUSS BARS ARI! Al!QUIRl!Dl'ORTHE l'IIST SPAN ON EACH SIJE

Of, A CORNIER POST OR GATE SECTION.

I. ALL l'l!NCING MATl!RiALS: TO IIE HOT DPPl!D GALVANID!D.

CHAN-LINK FENCE DETAIL @

NOT TO SCALE ci--16=1 r•x.1~AC9tei 111'1111lfllAIII

3, ... ,.

CONCRETIE(TVl'J

NOTI!S:

ol,rQJl,U.LV 8TIII.Q,<,flll:OltflH lSCHE0"19EJ

1. GATE SECTIONS SHAU. BE HONZDHTALL Y CROU-.MACEO AT THE

JlaJfllOlrf1'WffH 1.ffr DIA. SCH!DULE40 STI!!L PIPE.

2, J.8ARSWIRESTRANOSW/QALV. BAACl<ETS,SETVERnCALOVERGATE.

J. GATl!POST: 4•oursl:Jl!DIAJlll!T!RN'E,t.1#11'T.

6' CHAIN LINK GATE DETAIL 2

NOT TO SCALE CS-1 0-1

r.l-<' l "-Z'll'" r wu .. ~• NT'MlfllAII•

I'll 11"!1

I I y I /

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CMBE IIOT.UBIIN

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L

1,W_E~TE~

(S)HOltltGlffAll11-1'CA.l, IIEIFOIICBIENTIIWEUIEIITO ntE-..iE.

NOTI!S:

1. CA5l1NG TOL!RANCl!S APPLY OH ALL UNMACHINl!D SURFACl!S,

2. SEEMAHUALl'o« .. STAU.ATIOHANDADJUSTNENT

INSTRUCTIONS.

S, ALL OINENstOftS .. INCHES UNLESS OTIER\WSE HOTEO.

4, IIIATI!IUAL SPl!Cll'tCAnDNI AND COAfflGI Pl!R DRAMtG:

2t21HSSOO

5. GATE HEM) DESIGN SEATl'tG: uo·

-.UURl!Dl'ROIIOATl!l UNKAfflQ: 2,50' OPERATlilG DESIGN HEAD SEATl'tG: uo· -.UURl!Dl'ROIIGATl!l UNKAfflG; 2,50

S. TAG:ffXH HGH1

7. LOCATION: SMPLE ROADRl!CHAR.01! UNl! • IIROWARDCTY, l'L

I. REFERENCE SPECIACATIONS SECTION: NIA

t . REFERENCE PLAN ORA\WIIG: C-4

10. PLl!ASI! CON'IRM TMI! GATI! S121! & TRAVl!L. THl!TOP 0 1'

CottCRETEANOl'NERTELEVATIONS,AS WELLASTMEINVERT

CON'IGURATION,

11. PLEASE NOTETHATlHtS CATE DOES HOT HAVE A TOP SEAL PLEAS!! CONl'IRII THAT NO TOP Sl!AL ti Rl!QUlll!D.

45" x 60' MODEL HG561 HEAVY DUTY SLIDE GATE. WALL MOUNTED, SELF-CONTAINED. RISING STEM

SCALE: 1' ; 3/5"

!:;~,m;neeshallcomplywilh thefollowir,gconditionsintendedtop,otec1mana!ees fmm direct projeel

Anpersoonel ass.ociatedwi!h theproject 1hanbein11rue!ed abou1thepresence~manateesand manateesp,eedzones,andtheneed toaV<>idcollisionswithaMinjurytomanatees . ~ pe<miNeeshanadviseanconstructionpenonneltt>a1there are civit andcriminalpeoaltinfor Ml'ITling, har1,u ing, or kiling manatees which are protected under the Marine Mammal Protection Aa.lheEndangerO<!Specie1Act, 1ndtheFlondaManateeSar.ct""ryAct b All vessel1nsociated withtheconstructionp,oject 1hall operate st •1dle Speed/NoWsl<e" at sll tim.,.. while in the lmme<iate area and while in water where tr>e drallollhe veH,. p,ovides le11 than a foor·~ clearance Imm O,e boNom. All V<11Se41 WIii follow routes oi deep wate r wh&neV<lr r,ossible

Siltatioo or turbid ity b-arriers t h.a ll be ma(le ofmateli•I in which manatees canr"IOI become entangled,shallbepropertysea,red . ar.d shallberegulartymon itored10avoidma na1ee entanglerne<1to, e.,trapmenl. Barriers must r>Ot impede manatee movemen1 d Allon-sitep,ojectpersonnel arer.,..ponsiblelo,ob$ervir>gwater-<elatedactiviliello, thepresence ~manatee( s). A.Nifl-wateroperaticns, indudingvesse ls, musl be shutdown ij amanat&e(s) come~ within 50 feet ollheoperaticn . Ac1i-.itie1 wil l .-.:,t resume un1il !he ma na1ee(1)has moved beyondthe 50-lool radiusoithep,ojectoperation. o,until :l-Ominutes elapsesWthemanatee(s) MS r"iOI reappeared within 50 feelol lheopera!ion. AAimall must nol be r>erded away or harassed into leaving

AAycollisionwithor injury to amanatee sh.a llbereportedimmediately to tM> FloridaF,Shand Wildlife Conservaboo Commiu 10n (FWC) Hotline at 1·888-404-3922. Coll,sion and/or injUf)I t hould also be reported to !he U.S. F,Sh Md Wi dlde SeMce in Jacksonville (1-904-731-3336) for r.orthFloridaorVercBead1(1-TT2-562-3909)forsoothFlorida.and tcFWCat lmperiledSoecies@mvfWC-oom

NOTI!S:

F nE CULVERT SIZE REQUIREMENTS 00 NOT ALLOW N\I INVERT Et.£1/ATION A80\IE:

1. TNI! DIST. CANAL. IIOTTOII, THl!N THI! CANAL SMALi.iii! UCAVATl!DAS SHOWN.

2, CRAOINC AROUfllD ENDS OF HEADWALL SHALL IIE CO.-t.ETEO IN A MNtNEA TKAT WILL

PRE"IIENT EROSION CAUSED BY STOIUMATER RUNOff'.

I, Nl!ADWALL LOCAnDN TO Ill! Ol!Tl!RIIHl!D .. TMI! l'll!LD PAtORTO CONSTRUCTION BY

TME ~ ANO ACCEPTED BY THE EHCINEER.

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CLIENT

B1{6:WARD

COUNTY

IWW•W·■■•W·I

I IIOWAID COUNTT WATU

ANO WASTEWAJEI

SEtVICES/WATH

MANAGEMENT DIVISION

25.SS W COl'ANS IOAD, POMPANO IEACH, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CLIENT PROJECT NUMBER

VERIFYSCAlES

IF~OT~N~~f~~~I~~~~•

REVISIONS

DATE Of ISSUE

05/ 20/2025

DESIGNED BY

CE

DRAWN BY

BC

CHECKEDIY

DB/ BW

DRAWING TITLE

DETAILS

l

GRATING

(TYP)

FRAMING DETAIL 6

SCALE: 3/4~ = 1'-0" 5 6

1¼"•1i's" 19-W-4

ERRATED CALV BAR

GRATING

,._ ___________ , 1•-11 112•--ST-Af<_O_,R--+--------.i

RA~~~ §

BAR GRATING DETAIL " SCALE: 3/4" = 1'-0"

ILE TO BE DRIVEN sua, n-lATPARAU.ELSIDES

ARE TRANSVERSE TO

PLATFORM LONGITUDINAL

AXIS (TYP)

xa2 (- n

L2•21/4 (-3")

1~

Ii

WORK POINT (TYP)

FRAMING DETAIL

SCALE: J" = 1' -0"

SECTION

CONCRE TE

PILE

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

RATING PANEL

s

TERAL

BRACING

GRATING ATTACHMENT LOCATIONS

SCALE: NTS

GRATING WALK WAY DETAILS

SCALE: NTS

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

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1. STRUCTURAL l'ft.-..o FOR EACH WALKWAY SECTION SHALL BE STEEL, T'f'l"E A31, ANDHOT~GALVANIZ!DAl'ffRl"Al!IAtCAnoNAICJWl!LDlt014 ACCOIU>NtCE v.tTH ASTN A12S.

t. BARGRATIHC SHAU.8ESERRATEOOALVNCEOSTE£L, 1MN.4 1Y."x1/,1", GRATIHG DEFLECTION SHAU. HOT EXCEED A DEFLECTION OF¼• FOR A

UNl'ORMLOA00f'1DO L81/Sf,

3. OPl!N l!NDS 01" OM TING PANl!LS SHALL 81! MND!D BY Wl!LDltO, P'Ak>R TO GALVANIZl'tG, Al'LATIIARsir.&ARltSIZl!TOTMl!KAAINGIIARSTOTHl!C\IT

ENO OF THE CRATM PANEL

4.. IIARGRATINOMllftBARSSHAU.lll!ATTACHl!DTOl'RAllltfGCHANHl!L.SUSttG 1S CAI.ICE MN-THICKNESS FRICTION-TYPE CALVANIZEO STEEL IIRACl<ETS AT 124"] MAXIMJM SPACl'tG (STRUCT.,.AST, INC. OR APPROVl!O l!QUALI

MAXIMJM Gf/lP lll!TWl!l!N IIARGRATING PAMl!LS SHALL lll! )i".

GRATING l"AMl!L IN P'LATP'0ltll WALKING Dlltl!ClklN [LI!. Ll!NGTHI SHALL NOT Ill!

MORl!THAN31".

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CLIENT

B1{6:WARD

COUNTY

IWW•W·■■•W·I

IIIOWAIO COUNTT WATU

ANO WASTEWAJEII

SEIVICES/WATEI

MANAGEMENT OIVISK>N

2555 W COl'ANS IIOAO, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CLIENT PROJECT NUMBER

VERIFYSCAlES 0 - 1·

IF~~~N=~~~~~i~•

REVISIONS

DATE Of ISSUE

05/20/2025

DESIGNED BY

CE

DRAWN BY

BC

CHECKEDIY

DB/BW

DRAWINGTfflE

DETAILS

jL_ _________________________ ___Jlli:g _ __ D-_2_ l

J"

!llV. [ID

!llV. 1£1

4"X4" TIMBER

(TYP)

LAG SCREW, 2'-0" OC MAX

(TYP)

CONSECUTIVE NUMERALS 0

1•-0• (ELEV. AS REO'D)

3 1/2"

STAFF GAUGE DETAIL 1

NOT TO SCALE CS-1 D-4

ELEV. (TO MATCH TOP

OF UPSTREAM GAUGE)

ELEV. (TO MATCH TOP

OF DOWNSTREA.\I GAUGE)

~I ~=rrfil=r;ill;

I I ! CANAL FINISHED G!WlE

::~rnee,e,u: (TI<EATED)

Ii' 1 1 llvl "''""''m" PILE SHOE

II

STAFF GAUGE PILE SUPPORT DETAIL 2

NOT TO SCALE CS-1 D-4

2"X12" S4S TREATED TIMBER

OAP PIL£ AT 4"X4" (TYP)

TIMBER PILE ELEVATION 4

NOT TO SCALE CS-1 D-4

TIMBER PILE (TREATED)

112·,xa· GJ,LV LAG SCREW (lYP).

RECESS LAG SCREW HEADS INTO 4"X4"

4"X4"X 1'-2" TREATED

TIMBER O 2'-0" O.C.

(TYPICAL)

3/8"111X4" GN....V LAG SCREW (TYP).

RECESS LAG SCREW HEADS INTO 2"X12"

2"X12" S4S TREATED TIMBER

TIMBER PILE TRANSVERSE SECTION 3

NOT TO SCALE CS-1 D-4

DESCRIPTION

DESCRIPTION

GENERAL HOTES:

1. nr.e&!!R PILI!: [PLASTIC PU! MAY BE SUIISfflUT!D WITH PRIOR COUNTY N"PROVfliLI

A. meER PI.E SHAU. CClfllF(lftNTO ASTN 025-lh'I.

a. .._IMlJMTael!R rlU! IIUTI DtAMl!Tl!:RS SHALLIIE 12 INCHH.

C. PILE SHALL IE TIIEATm PER FEDERAL SPECIACATION HO. n..w.ena.

0. P\MCHIMG Oft ORI.UNG HOlES SHM.L 8E PERFORMED WHEN NECESSARY TO DRIVE

PILI! THROUGH ROCK,.

t.CAPS:

REMARKS

REMARKS

f/1. ALL ~ HEADS TO Ill! CAPPE0 WITH 22 GA ALU,_.UM SHl!l!T _,.AL l"ORfleO IN THI!

FIELD TO SKAPE Of PILE HEAOY«TH NO SKAAP OR PROTRUDING EDCES, &. P'ASTl!NPILl!CAPSYlffHSTAINU!USTl!l!Llcl NAILSAROUNOPl!AlroeTl!ROP'~

HEAD AT 2" CENTERS,

S. LUMBER:

f/1. LUIIBl!R SHALL Ill! sotmtl!RN Yl!LLOWP'ttl!wrnt SlRl!NGTH VALUES NOT Ll!SS THAN

THOSE INDICATED IN TABLE 1 OF ASTM 02555.

&. ALL Wr.e&!!RSHALL lll!TRl!ATl!DTO CONl"ORM TO l'l!Dl!RALSPl!Cl'ICATION NO.

m..,,..

,. GAi.iCE POSfflON INDICATOR:

f/1. GALIGI! BOARD SHALL Ill! SURl'ACl!D ON ALLP'OURSIJl!S.

8. BOARD TO HAYE TWO (21 COATS OF GRAY LATEX ENAMEL.

C. GAUGI! STRIPS AND NUr.RALS TO Ill! PORCELAIN, ENAMEL. IRON, OR P'lll!RGLASS, MOUNT ON GAUGE BOA.RO Y«TH NOftCORROSIIIE SCREWS.

0. GAUGI! STRIP SHALL Ill! GRADUATl!D IN TENTHS OP' A P'OOT OR HUNDREDTHS 01" A

FOOT AS DETERMNED8YTHE EftGIHIEER.

5. INSTALLATION:

f/1. ALL Ll!Vl!LING SHALL 81! Cta'U!Tl!D UNDl!R THI! SUPERVISION 01" A l'LOAIIDA

REGISTERED LANO SIMVEYOR.

&. STAl'P' GAUGES SHALL Ill! Ll!Yl!Ll!D IN TO +1-0.11 l'l!l!T OR Kn'l!R.

C. STAFF GAUGES SHALL 8E LEVELED IN USING NAYOII ORAS Sf'ECFIEO.

0. LEVEL RUNS SHALL MEET OR EXCEED THE NAT10NAL GEOOE'ffC SURVEY STANOARDS l'0R TI9ID ORDER Ll!Vl!L.ING (1Znwn. SQ. RT. IQ I!, l'll!LO NOTI!S P'ORl!ACH SIil! SHALL Ill! Rl!Vll!Wl!D 8YTHI! LANDSURYl!YORAtll

CERTFIEO AS MEmNG THE LE'IIELl'tG STANOMOS. PR0VIOE REFLECTORS ANO Rl!l'U!CTIYI! MARK14G TAPI! ON ALL PII.IG LOCATED WITHIN CANALS OR

F. WATER 800ES THAT ARE ACCESsaE 8'1'THE GENERAL. PU8UC OURlrtG

NOIWJAYLIGHTHOURS.

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CLIENT

B1{6:WARD

COUNTY

IWW•W·■■•W·I

IIIOWAID COUNTY WATU

AND WASTEWAJEII

SEtVICES/WATH

MANAGEMENT DIYISK>N

2555 W COl'ANS IOAD, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CLIENT PROJECT NUMBER

VERIFYSCAlES 0 - 1·

IF~~~N=~~~~~i~•

REVISIONS

DATE Of ISSUE

05/ 20/2025

DESIGNED BY

CE

DRAWN BY

BC

CHECKEDIY

DB/BW

DRAWINGTfflE

DETAILS

iL_ _________________________ _g-_ D-_3 _ il'"SQ, ..W,,!li,_..,SBW,Tl:D

'"!'~i=

1LD4212IOWALl.nlGNQBRAO<ET

ASSTNCIARO.

OlH£Rl'1,atG BRACl(£TS l,VAU.,,a,£n:, MEETSPEOF'ICAPPUCA110HS.

L.AOCIERBalYCONMECffll 'MlHSPUCE..C...!IEET'IP.

DETAILF'ORRIRTHDltlroRMAOON f

LAD0tR SIJPPlED It l<lTF'ORM. THE U00EA BASE

ISDESIGNEDTOIIECJTTOREQUREDHDGHT

ON-Sf1E.ltPRUNGIAJST8EI.E'tU'MlH WALK1NC/WORl<INC Sl.ffACEORPI..A11'0AM.

11..D4UISF1..00IIMOIJNTBRAO<ET

SHO'M-1.VARIOUSIIOUNllNG

OPflONS,\V.......al.£

NOTES:

"'-f'Y'T\.8..l.MOIWIRAIL.,~IM fll 08 -T4 MOIJNT'IIITH2tl0.91 .. X3"S/SBll.TSPOISIIE

~MEX1""JIIEDSTIIE

QRMJE fl108- Te (zl"'X1Ji"Xlt")

A. LOWl!RLEVl!L TO UPPER LEVl!L WALQtGIWORKltG HQGHT,

8. WAU SUBSTRATE TYPE (I.E.: 8Rlct(, COHCftETE et..OCK, METAL $10140, ETC.I C. WALL TO Cl!NT!Rl.141! 01" LADDl!R. OSHA 111G.271CK41 STATl!S THAT THI!

otSTAMCE FROM THE cafTERa.lNES OFTHE RUNGS TO THE NEAAEST PERMAN!Nf OBJl!CT SHALL HOT Ill! Ll!SS THAN T", OSHA REQUIAl!S A Pl.ATl'OfUIIFTHEOISTNtCEIEXCEEOS12"',Pt.EASESTATE~Of'AN'f GUTTl!R OR OBJECT. (E.G.: GUTTI!RS r Wl:JI!~ l'IXFAST 11111..L l!NSURI! THI!

CORRECT BRACKET IS SUPPUEO

D. l'LOOR SUIISTAATI! TYPI! (I.E.: llOOP' ~I!, CONCRETI!, lll!TALROOI'', l!TC,I

STANDARD ACCESS LADDER WITH GUARDRAILS

NOT TO SCALE

TOE a" SLOPE FOR RIPRAP MIN WATER L.£\'EL:

10.0 HEADWATER SIOE

9.0" TAILWATER SIDE

9.96 HEADWATER SIDE

8.76' TAILWATER SIDE

STANDARD BAND FLAP GAlE

NOT TO SCALE

STANDARD R.AP GATE - TOP YEW

NOT TO SCALE

GATE PNn D,t lrEM Ol"ASSDBL.Y

EieEOMENTS

WAU.THM!IU!!

STUDIIOL.TS

STUDIIOL.TNUTS&

::;::~ 1

SEAL

eu~s

SEAI..RETMIER

PIVOTUNICS&WGS

""'°'"'' l'AST!Nl!RS

I

I

I

I

I

I

I

I

.-[oH I

I

I

I

I

I

I

I

(42)V8•X3S1U0NOIOR

W/NUT AND WASHER U. (SSl)

STAltU!UST!l!L STAltU!SSST!l!L

STMILESSSTEEL

STAltU!SSST!l!L

''°" BRONZE

STMILESS STEEL

STAltU!UST!l!L STAltLESSSTEEL STAltU!UST!l!L l'I l'I l'I l'I In l'I l'I

~ WIDE BAND FLAP GAlE

NOT TO SCALE

A. CONSlRUCTI!D llllffH QUALITY IIIATI!RIALS AND HAI A SPl!dlll. 1'141SH P'OR LotGIERUFE

B.. !'LAPS P'OlllllLDST!l!L l'LAPGATI!SARI! GALANIZl!D UP TP f015 SIZl!. l'LAPS l"ORN15ANDLARGl!RAREPOWDERCOAT!D.IIILDST!l!LATTACH.:NT 8RACKET$KaVEAOURA8t..!POWOERCOATFINISH.'°'STAl'<ILESS STEELFUIP OATES ARE NOT POWl!Rm COATED

C. FUIPGATESOONOTHAIIEAGASl(ET#IOAREHOTWAT£RTIQHT,

0. l'LAPSHOUL.DSffl'UISHAGAINSTTHEN'E,NOTTHEBANO, TO!NSURI!

OPTIMIJ.PERFOftMAftCE.

FLAP GAlE DETAIL

NOT TO SCALE

SEU"-UJ911C,\flMG IIRCINZEar.ltilMG

3/8" THICX R.APIU"IE

W/ (") HDRIZtMM.a:

,U,TERW..SH~INASTM

SPl!Cl'tCATION UNU!SS NOTI!OOTitl!RMSI!!

AUO, TYPl!304/304L Anl,TYPl!318

MM, ALLOY CROUP 2,318

AUO,TYPl!304/304L =o::.:~15A14813C12F17

AUO,TYPE3°'

AUO,TYP1!304/304L

Anl ,TYPE3°' 1'59J,AL1.0YGllOUP2, J11180L.TSI

F593,AL1.0YCROUP2, J11 (NUTS)

;Ii,;,,,'~"®~ ...,.,,..

SEAL R.APSEAT

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CLIENT

B1{6:WARD

COUNTY

IWW•W·■■•W·I

IIIOWAIO COUNTT WATU

ANO WASTEWAJEI

SEtVICES/WATH

MANAGEMENT OIVISK>N

2555 W COl'ANS IOAO, POMPANO IEACH, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CUENT PROJECT NUMBER

VERIFYSCAlES 0 - 1·

IF~~~N=~~~~~i~•

REVISIONS

DATE Of ISSUE

05/20/2025

DESIGNED BY

CE

DRAWN BY

BC

CHECKEDIY

DB/BW

DRAWING TITLE

DETAILS

BIPAAP TAEAJMENT @ DRAWING NUMBER

! L _________________ •o_r_r_o_s_c_•L_E _____ CS-__ 1~D-- 1 ________________ L _________________ ~~~~~r~r~o~s:t:•~~E--FLAP---GA- lE __________ jliilt!I:i~i D-4 I --i

H ,;

I , l'

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)-~~-----, ~~~~~L~~

TREES TO REMAIN. FENCESHAU.BE

NSTAU..EDATTIESTARTOFTHE

PROJECTANOREMAl)I IN PI..ACE THROUGHOUT TliE DUAATION OF THE

(DDRIP UNE

® 5i~=~r.~ @lliREE ROWS OF SPLIT RAI.

:FJi~:.~o

4 WOOOENSTM<ES(T X ~ " X5'

~~S~e:~~CING.

(Dsoo(ASSPECIFIED)

®~~~.2™0RGANIC

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CLIENT

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COUNTY

IWW•W·■■•W·I

IIIOWAID COUNTT WATU

ANO WASTEWAJEII

SEtVICES/WATH

MANAGEMENT DIVISION

2555 W COl'ANS IIOAD, POMPANO IEACN, Fl 33069

PROJECT INFORMATION

CANAL

STRUCTURE S-27

IMPROVEMENTS

OAKLAND PARK,

FLORIDA

PROJECT NUMBER

23-0021.00042

CUENT PROJECT NUMBER

VERIFYSCAlES

IF~OT~N~~f~~~I~~~~•

REVISIONS

DATE Of ISSUE

05/ 20/2025

DESIGNED BY

CE

DRAWN BY

BC

CHECKED BY

DB/ BW

DRAWINGTfflE

DETAILS

D-5

IISTR\JCTURAI. NOTES:

B.ECTROfllC\IERSIONSOFSTRUCTURALDRAV•'flGSAAETHESOlE,COPYRIOHTED

~=r:~~~~~GSAREHOTTOBEUSEOORTIW'ISFERREOWITHOUT

~~=:::::D:::~:~~WITHCM.PNOSTE

: ~r~~i~i§~i~~~;;;2

5. NOTES, TYPICJII..CETMLS.IINOSCHEOOLESJIPPI.YTOALLSTRUCT\JRALWORl<UNLESS

• ~i~i~1:~5l5~i

7. ==~GT:D~~=i~~~NG,..:~~~~~~RING

& ~~ij:;::.IIN:===;::;.:o;:E

9.THECONTRACTORISSOLB.YRESPONSIBLEFOR l~Tl'IO,W&'ITAININOAl'O

.. !~l~i~~~;;;~;;;,, 11, r~~~~~~u,:_~~~~~:seSE~S~~~~::ENT

11_,•0UIGNLOADS:

1, THESTRUCT\IREHASBEENIESIGNEDrlACCORD.IINCEWITHTHElOU FLORID,l,BUILDING

·:~~~~:l~~§§~;;:;:

llR,t,.\WIGSINCLUDING,9UTHOTUMITEOTO:CONCRETEMIXES,CONCRETE.-INOMASONRY REINFORCING,STRUCl\JRALSTEEL.IINDCONNECTlONS,STEB.DECK,UGHTG/IIJGE

FRPNING, WOOIIROOFTRUSSFR.AMING.

4. B.ECTRONIC\IERSIONSOFSTRUCT\JRALDRAWIIGSAAETHEsot.E,COPYRIGHTED PROPERTYOFMUENGINEERS,rlC.ELECTRONIC\IERSIONSOFDRAWllGSARENOTTOBE USEOORTRANSFERRED\\fTHOUTTHEE.lQ>RES9,WRITTENPERr.lSSIONOF

: ~E¾Ei~!~~Y:M~:~~THE CONTRACTDOCO!,ENTSl'JJTOQUAtlllTY,LENOTH,ELEVATIONS,OIMENSIONS, 1• 51i~E;:;;;~~;;;~~ & MUENGINEERSRESERI/ESATWl>WEEKSHOPDRA'MNGRE'AEWTIME(FROM TliEDATE

OFRECEl'T).

9. rlc,.sESOFACONFLICT,rlFORIAATIONPRESENTEOONSTR\JCTIJRALORAWINGSSHAll

~~~~o::~n:.TWITHINSHOPDRAWINGS,UNLESSSPECAC,t,LLYNOTEO

10. TliROUGHTliEPROCESSOFACURSORYRE't£W,MUENGINEERSASSUMESNO

,,iij~~~~lffi 112111-COJf!MCT0ftPll:OPOSED~ES,.,.DSUBS1ffll110JtS:

1, PROPOSEDCHNIGESORSUBSm11T10NSTOSTRUCTURALDETAILSORPI..Al'ISSHALLBE SUBhlTTEDTOMUENGINEERSFOR RE\IEWPNOAPPROVAI..

2. SUBhtTTALSSHAI.LCONTAIN FLUDOCUMENTAT10NOFCHANGESORSUBSTTT\JT10NS WITHSUPPORTINO,SEALEOC/lt.Cl.l.ATIONS('WHEREAl'P1.JC,t,BLE).

: ~~'fui~7::.~=:':~-

- EXISIINGSTIIUCTURE:

1. ALLEl'lSTINGDl,ENSIONS.IINDLOOI.TIONSOFEl'JSTINGSTR\JCTIJREStlOICATEOONTliE DRA'MNGSSHAI.LBEVERIFEDBYFEl.D MEASUREMENTSPRIORTOCOMMENCEMENTOF CONSTRIJCTION. l<NYOISCREPNICIESSI-W.LBEREPORTEDTOTHEENOIIEERAAO

AACHITECT,

2. OAA\WIGSHA\IEBEENPRa'AAEOB,t,.SEOONAVMl>BLEKl'IOWLEOGEOFEXISTliO CON01110NS.IF,OURtlGOENOU110N,EJ1,CAVATIONORCONSTRIJCllON,AC1\JAL flJNCTlONORDESIGNAAEENCOIJNTERED, INVESTJG,t,.TEAAOMEASURETHENATUREANO ii~~~

- •CONCRETE:

1,CONCRETE:

SHAI.LBEPER.IIN.Aff'ROVEO MIX DESIIGNASflOICATED INTliECONCRETE =~ THEGCSI-W.LPROVIOEASHOPDRAWllGSISIJBJilITTALSNIOFOLLOWAI.L i!~~- E~i;!~SEW!iSS::fo~~NR

{1-1!2)HOURS.

51Tu~E?&;;;;.;;;;;:

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ii£?.fi5fi~f~l~=:r;:

'iitii~;~i~~=~ CONCRETESF'ECl<IENS." ASEPAAATETESTSH.Al.l.BECONOUCTEOFORE,t,CHCl.,t,SS, FOREVERY50CUBICYAROS{ORFRACTION TIIEREOF), PUICEDPERDAY. REO\JFIEO

CYUN~1~~S.IINOTEST.IIGE AS FOUOWS

1AT7DAYS

2AT230A.YS

ONEl'OOTIONAI.RESERIIECYUtOERTOBETESTEOUNOERTHEOIRECTIONOFTHE ENGINEER,IFREOUfiEO.IF2!DAYS1RENGTH IS ACHIEVED,TliEMlCf110NAL

2. REl==(~(BEDISCAADB).

61-W.LBE.-.sTMM160RAIJEl!OOEFORME08AAS,FREEFROt,IOM.,SCAI.EAAORUST

~~';,°~==~~~=:eNCl'iO DIAGRAMPNOPlAClr«l

=~~~~~H~t=~~~Tli~~~~~,;O~~~E M.KYI.-.AI.KOX\' SkNIECLASS1FICA.TION, SUCHASSOl'INEBORN PENETR,t,.ffiG SEALER

~~~°T~~Tit:.=:'.''"'" ' ~f~~t~~~!::::::

~l~~::;:R::·~ :L::::=::::::wt1Ga

~a:::::=~7ol::::::=:r:eu::YASA CHPNGE ORDER, WIICH WILL INCLUIE ENOIIEERING CHMGES BY TliE ENOIIEER OF

.~iii~~i~~· ~~i~§~l~I~f~~ t~~~!X~f~~1I~i:,J

• WBXlE-ALl.(WAl, BYSr,f>SONSTRONG-TIE

CFVC~~R~~~ANCHORS

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~~.IIN~~,8YIILTI

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• ....cRYLIC-TE(A.n

• SETEPOXY-TIE(SET)\'ITTHRETROF1T801.TS(RF8),BYSM'SONSTRONG-TIE

~:Eiii~R:=GINTOHOLLOW-~TERIJ.L

IM1~~ ~ STEE~ :N~~~~~R~~RA-99:2GRAIJEr.ll.llND"THE SPECFic:,,,TIONFOROESIGN,FABRICATION.IINOERECTIONOFSTRUCl\JRALSTEELFOR BUN.c:.IOS-BYTHEAlilERICAN INSnTUTEOFSTEB.CONSTRUCTION, INC.

2, STRUCTIJRALTIJBINOSI-W.LCONFOR"'TOASTM,',-500,GRAOEB,F)<• .SKSI.

!: ~~=~Tc;:~u:=:=~~~:~~~~

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1. ~~~;:;~I.PG 801.TSSHAI.LBE.,_:l07 HOT DIPPED G.OI..V.ANIZEDYofTli Go\LV.ANIZED

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9,ALLSTEELASSEMBU:SSHAll.BEHOT-Df'G,11.V.ANIZEDFOI.LowtlGFABRIC'iTION

-rt~~~~ 5:-!:l:!~~5=:E~!r?rtf~::::

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"""'""" M~~ MIERIC.AN flsmvTEOFSTEELCONSTRIJCTION

/11.U!,WIUM

MIERIC.ANNATIONALSTANCIAAOSINSTTTUTE _,,

PNCHORROO

MIERIC.AN SOCIETYOFTESTING.IINOW..TERW.S

BOTTOMOF

"""""'"""" CENTERTOCENTERSP,<Ct!G

CAST-IN-PLACE

CONSTRUCTION,CONTROI.JOINT

CENTERLINE

"""""' CONNECTION

CONSTRUCTION

co,m=

COOROINATE

ORILL.IINOEPOXY

""""'' OIMENSION

DefORMED V.,RE.IINCHOR. -~ "'" EDOE OIST.IINCE

EACHFPCE

=Ana, Ei;:::0

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El'lSTINOTOBECEIIIOUSI-EO Eli3STINGTOREWl'I

EACHWAY -~ ""M"°'

FORAOOITIONALIIFORMATION

FLOR0\81.Ulf1GCOOE

2SOAYCONCRETESTRENGTH•

FELD\IERIFY

YIELDSlRENGTHo -i:E:lrr~R ,_

"""""" INSIOEDIPNETER

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E~-i~~:::.

ffi-rr POIJNOSPERSClU.AAEFOOT POIJNOSPERSClU.AAEINCH

""""' REtlFORCEOCONCRETE

REFERENCE

REtlFORCEMENT

REQUIRED

''"'""' STRUCTUIW.CONSTRIJCTIONOOCUMENTS

SUPERIMPOSEODEADLOAD

"'''" ~m ....... ._.._ STAflLESSSTEB.

STNIOARD -,

~i:~:~~~~ .. - TliRE.<IDED

""'" ™"""'" TOPOFEMBNIKt.ENT

TOPOFBNIK = UNLESS NOTED OTHERWISE

WELD8JWIREREtlFORCEMENT

SliEETWHERESECTION IS DRAWN

SECTION MARK

SHEETWHEREDET .... ISDRA'MI

DETAIL MARK

ELEVATIONS SYMBOLS

- --FLOORLEVB.

- --ELEVATION

---SPOTELEVATIONTO

TOPSURFACEOF

ELENENTU,N,O.

SHEET INDEX

DESCRIPTION

MARCUS O. UNTERWEGER STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE No: 63880

THISITEMHASBEENELECTRONICALLYSIONEOANO

SEALED BY MARCUS 0. UNTERWEOER P.E. ON THE

DATE INDICATEDHEREUSINGASHA

AUTHENTICATION CODE,

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIOEREOSIONEOANOSEALEDANOTHESHA

AUTHENTICATION CODE M,._Y BE VERFIEO ON ANY

ELECTRONIC COPIES.

CURRENT CURRENT

REVISION REVISION DATE

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C.rtfflcll!ro!AulhortzdonNa.29J.46

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ENGINEERS

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SOO we,t ~~fi~e~;;reek Road

Ft. Ll~t'.~:~o~~:3309 www.chenmoore.com

MAA~SP~.~~~~ER

1JLY23, 202S

- ~ineers, Inc.

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2555 COP ANS ROAD,

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,ROJECT INFORMATION

Water Control Structure #27

PROJECT NUMBER

CLIENT PROJECT NUMIER

23-0021 .00041

VERIFY SCAlES Of-------------- 1"

IFNOT ONEINCH ON THISSHEET,

AOJUSTSCALESACCORDINGlY

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DATI:OflSSUE

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MARCUS O. UNTERWEGER STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE No: 63880

THISITEMH.IISBEENELECTRONICALLYSIONEO.a.NO

SEALED BY MARCUS 0. UNTERWEGER P.E. ON THE

DATE INDICATEDHEREUSING A SHA

AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIOEREDSIONEOANDSEALEOANOTHESHA

AUTHENTICATION CODE MAY BE VERFIEO ON ANY

ELECTRONIC COPIES.

M gineers, Inc.

C.rtfflcll!ro!AulhortzdonNo.293-46

CONSUL TING STRUCTVRAL

ENGINEERS

:M-40N.E.12TH AVENUE

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SOO we,t ~~fi~e~;;reek Road

Ft. Ll~t'.~:~o~~:3309 www.chenmoore.com

MAA~SP~.~~~~ER

1JLY23,202S

- ~ineers, Inc.

C• rtllk:.ia ol Al-lllOtimlonNo.293<1$

CONSULTINGSTRUCTIJFW.

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3-4•DN.E. 12THAVENUE

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.,.__ COUNTY

MMM•■·■M•W·i

IROWARD COUNTY WATER

AND WASTEWATER SERVICES

2555 COP ANS ROAD,

POMPANO IEACH, Fl S3069

,ROJECT INFORMATION

Water Control Structure #27

PROJECT NUMBER

CLIENT PROJECT NUMIER

23-0021 .00041

VERIFY SCAlES Of-----------l t "

IFNOTONE INCH ON THISSHEET,

ADJUST SCALES ACCORDINGLY

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DATI:OflSSUE

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MARCUS O. UNTERWEGER STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE No: 63880

THISITEMH.IISBEENELECTRONICALLYSIONEOANO

SEALED BY MARCUS 0. UNTERWEGER P.E. ON THE

DATE INDICATEDHEREVSING A SH.11

AUTHENTICATION CODE,

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIOEREOSIONEOANOSEALEDANOTHESHA

AUTHENTICATION CODE M,._Y BE VERFIED ON ANY

ELECTRONIC COPIES.

M gineers, Inc.

C.rtfflcll!ro!AulhortzdonNa.293-46

CONSUL TING STRUCTIJRAL

ENGINEERS

:M-40N.E.12TH AVENUE

OA~~Ef,~3333-4 a~,- !!Efr~~~=:~~~~~~~~~:::r1~~~0 ~~~- ~~fp~~:if TOGETHER IN THOR ENTIRETY IN THECONSTRUCTIONOF

DETAILS AND VEWSON THIS SHEET ARE TO SC.ALE INDICATED WHEN PRINTED ON A U'x36" SHEET cma chenD1oore and assoclates

SOO we,t ~~fi~e~;;reek Road

Ft. Ll~t'.~:~o~~:3309 www.chenmoore.com

MAA~SP~.~~~~ER

1JLY23,202S

- ~ineers, Inc.

C• rtllk:.ia ol Al.lllOtimlonNo..293<18

CONSULTINGSTRUCTIJRAI.

ENGl'IEERS

3-4,DN.E. 12THAVENUE

OA~~~~~3333-!

CLIENT

B~ ARD

.,.__ COUNTY

MMM•■·■M•W·i

IROWARD COUNTY WATER

AND WASTEWATER SERVICES

2555 COP ANS ROAD,

POMPANO IEACH, Fl S3069

,ROJECT INFORMATION

Water Control Slructure #27

PROJECT NUMBER

CLIENT PROJECT NUMIER

23-0021.00041

VERIFY SCAlES Of-----------l t "

IFNOTONE INCHON THIS SHEET,

ADJUST SCALES ACCORDINGLY

REVISIONS

DATI:OflSSUE

DESIGNEDIY

DRAWN IY

CHECICEDIY

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MARCUS O. UNTERWEGER STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE No: 63880

THISITEMHASBEENELECTRONICALLYSIONEOANO

SEALED BY MARCUS 0. UNTERWEOER P.E. ON THE

DATE INDICATEDHEREUSING A SHA

AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDEREDSIONEDANDSEALEDANOTHESHA

AUTHENTICATION CODE M,._Y BE VERFIED ON ANY

ELECTRONIC COPIES.

M gineers, Inc.

C.rtfflcll!ro!AulhortzdonNa.293-46

CONSUL TING STRUCTIJRAL

ENGINEERS

:M-40N.E.12TH AVENUE

OA~~Ef,~3333-4 a~1· !!Efr~~~=:~~~~~~~~~:::r1~~~0 ~~~- ~~fp~~:if TOGETHER IN THOR ENTIRETY INTHECONSTRUCTIONOF

DETAILS ANO VEWSON THIS SHEET ARE TO SCALE INDICATED WHEN PRINTED ON A U"x36" SHEET cma chenD1oore and assoclates

SOO we,t ~~fi~e~;;reek Road

Ft. Ll~t'.~:~o~~:3309 www.chenmoore.com

MAA~SP~.~~~~ER

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