BBCW Contract 5B - Final BCOES Cert Plans - 26 April 2021.pdf

PDF 44 MB Posted Jun 1, 2021

Attached to: COMPREHENSIVE EVERGLADES RESTORATION PLAN, BISCAYNE BAY COASTAL WETLANDS, L-31E FLOW-WAY, CONTRACT 5B (A PHASE I PROJECT): PUMP STATION S-703 AND RECREATIONAL SITES; MIAMI-DADE COUNTY, FLORIDA
Solicitation number: W912EP21R0006
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the Comprehensive Everglades Restoration Plan, Biscayne Bay Coastal Wetlands, L-31E Flow-way, Contract 5B project located in Miami-Dade County, Florida. The scope of work includes design of Pump Station S-703, a spreader system, and two recreational sites. Pump Station S-703 will have a capacity of 50 cfs and will pump water from the L-31E Canal/C-102 into wetlands via a dissipation/spreader basin and earthen spreader canal. The two recreational sites will include a shelter with information kiosk and two tent sites/pads. Construction is estimated between $5,000,000 and $10,000,000. The performance period is approximately 545 calendar days after notice to proceed. The solicitation will be issued on May 28, 2021 with proposals due on June 28, 2021. Award will be made to the offeror submitting the lowest priced technically acceptable proposal based on demonstrated experience and past performance. The NAICS code is 237990 and size standard is $39.5 million.

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Other files

File	Type	Posted
W912EP21R0006 Amendment 0003.pdf	PDF	Jul 2, 2021
W912EP21R0006 Amendment 0002.pdf	PDF	Jul 1, 2021
W912EP21R0006 Amendment 0001.pdf	PDF	Jun 29, 2021
Contract 5B Memo - Pre Bid Site Visit.pdf	PDF	Jun 17, 2021
B.08.02 Specs Vol. I, BBCW Cnt 5B (W912EP21R0006).pdf	PDF	Jun 1, 2021
B.08.02 Specs Vol. II, BBCW Cnt 5B (W912EP21R0006).pdf	PDF	Jun 1, 2021

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of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

JACKSONVILLE DISTRICT

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N E

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C O

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H A

W K

G-00

PRINCETON

19 20

32 33 34 35

7 8

262728

3531 32

22 23

19 20 21 22 23 2419

20 21

1 6

32 33 34 35 36

32 33 34

7 8

131415

11 12

8 9

212019

29 28

262728

BISCAYNE

NATIONAL

PARK

RUBICON

Fender Point

F .E .C R

C A

Y N

B A

C A

F L

O R

U A

E S

E R

V E

WEST ARSENICKER KEY

MANGROVE KEY

ARSENICKER KEY

LONG ARSENICKER

KEY

EAST

ARSENICKER

KEY

HOMESTEAD

GENERAL

AVIATION

AIRPORT

Convoy Point

ADAMS

KEY

KEYS

Black Point

C-103

S-166

C-102

S-177

S-178

Canal

L E

S-20A

Canal

S-179

S-21

S-21A

L N

C-113

S-176

S-165

C-1

S-167

C-103S

C-103

Military Canal

S-20G

L E

Mowry Canal

North S-20F

Florida City

S-20

CanalLandModel

Modello

Narania

Redland

South Allaphattah

Leisure City

HOMESTEADFLORIDA

CITY Pop. 31,909

Pop. 7,843

HOMESTEAD

AIR FORCE

T o w e r

K r o m e

A v e

BASE

KEY

TOTTEN

PORGY KEY

REIDKEY

O D

C P

LAME

COCONUT

CRATER

IDA

COLMAN

WALDIN

AERO

GOULDS

FARE

TURKEY POINT 2

HOMESTEAD

Florida City

Tower

WCIX-TV

Homestead

Bayfront

Park

C o u n t r y

R o a d o a d

L o v e l a n d

C l u b

R o a d

Mowry Dr.

Palm Drive

C o u n t r y

C l u b

R o a d

R e d l a n d

R o a d

Moody Dr.

Waldin Drive

T a l l a h a s s e e

Campbell Dr.

Palm Drive

O l d

D ix ie

H ig h w a y

T a l l a h a s s e e

R o a d

TOLL

MIAMI-DADE COUNTY, FLORIDA

MANGROVE POINT

TURKEY POINT

L-31E FLOW-WAY, CONTRACT 5B (A PHASE I PROJECT):

C S

K L E

CERP, BISCAYNE BAY COASTAL WETLANDS

-B

B C

W -C

T R

G .d g n

W912EP21R0006

PUMP STATION S-703; RECREATIONAL SITES

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SHEET ID

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US Army Corps

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E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\CERP\Biscayne Bay Costal Wetlands (BBCW) -- L-31E\520 - Contract 5B (S-703; Recreational Sites)\080 - Plans\01 General\G-00

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FINAL BCOES CERTIFICATION

LOCATION

S-703 PROJECT

G-01

N E

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H A

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GENERAL

SHEET TITLESHEET ID SHEET TITLESHEET ID SHEET TITLESHEET ID

G 01

G 02

G 03 PROJECT MAP

CIVIL

STRUCTURAL

G 04

S-01

S-02

F-01

E-01

ELECTRICAL

M-01

MECHANICAL

CIVIL

M-04

M-03

M-02

E-02

E-03

E-04

E-05

T-01

TELECOMMUNICATIONS

ABBREVIATION, LEGEND AND NOTES

T-02

T-03

T-04

T-05

T-06

T-07

T-08

T-09

T-10

T-11

T-12

T-13

T-14

T-15

T-16

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T-18

T-19

T-20

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T-22

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S-703 PUMP STATION PLAN

S-703 P&ID DIAGRAM SHEET 1

S-703 P&ID DIAGRAM SHEET 2

S-703 NETWORK BLOCK DIAGRAM

S-703 CONDUIT AND CABLE SCHEDULE

S-703 MOTOR CONTROL DIAGRAMS

S-703 STILLING WELL DETAILS SHEET 1

S-703 STILLING WELL DETAILS SHEET 2

S-703 STATION CONTROL CENTER

M-05

M-06

S-703 PUMP STATION POWER AND GROUNDING PLAN

E-06

E-07

E-08

E-09

S-703 MOTOR CONTROL CENTER LAYOUT AND DETAILS

S-703 SITE PLAN

S-703 PUMP STATION FLOOR PLAN

S-703 SCADA BLOCK DIAGRAM

S-703 CONTROL BLDG, FIRE ALARM RISER DIAGRAM, NOTES AND LEGEND

ELECTRICAL LEGEND AND GENERAL NOTES

S-703 SINGLE LINE DIAGRAM

S-703 CONDUIT AND CABLE SCHEDULE, PANEL SCHEDULE

S-703 CONTROL BLDG POWER AND LIGHTING PLAN

S-703 10 CFS PUMP SECTION

S-703 PUMP STATION POWER DISCONNECT DETAILS

S-703 UTILITY SITE PLAN

C-01

S-703 LAYOUT PLANC-02

S-703 GRADING PLANC-03

S-703 SECTIONS

C-01

C-02

C-03

C-04

C-05

C-06

PILE MOUNTED STAFF GAUGE DETAILS

SECURITY FENCE DETAILS

SECURITY GATE DETAILS

SECURITY FENCING DETAILS

FLOATING DEBRIS BARRIER DETAILS

GENERAL NOTES AND SURVEY CONTROL

S-703 20 CFS PUMP SECTION

S-703 CONTROL BUILDING HVAC SYSTEM

S-703 CONTROL BUILDING HVAC DETAILS

STRUCTURAL NOTES AND ABBREVIATIONS - SHEET 1 OF 2

STRUCTURAL NOTES AND ABBREVIATIONS - SHEET 2 OF 2

S-703 GENERAL PLAN

S-703 SHEET PILE PLAN

S-703 SHEET PILE CAP PLAN

S-703 ENLARGED PLAN

S-703 SECTION 20 CFS PUMP

S-703 SECTION 10 CFS PUMP

S-703 SECTION AND PLAN AT PIER

S-703 HANDRAIL DETAILS

S-703 SHEET PILE WALL DETAILS

S-03

S-04

S-05

S-06

S-07

S-08

S-09

S-10

S-11

S-12

S-13

S-14

S-15

S-17

S-18

S-19

S-20

S-21

S-22

S-23

S-24

S-25

S-26

S-27

S-28

S-29

S-30

S-31

S-33

C-04

S-703 LIMITS OF CONSTRUCTION AND ALIGNMENT PLAN

S-703 SECTION 10 AND 20 CFS PUMPS

S-703 PRECAST SECTIONS AND REINFORCEMENTS - 20 CFS

S-703 10 AND 20 CFS PUMP SUPPORT DETAILS

S-703 PRECAST SECTIONS AND REINFORCEMENTS - 10 CFS

S-703 SHEET PILE WALL TYPICAL AND JOINT DETAILS

S-703 WEST STILLING WELL GRATING DETAILS

S-703 EAST STILLING WELL GRATING DETAILS

S-703 PRECAST OPERATION DECK, PLAN ANDS REINF DETAILS

S-703 PRECAST OPERATION DECK, SECTIONS AND REINF DETAILS

S-703 20 AND 10 CFS PUMP TRASH RACK DETAILS

T-02

T-03

T-04

T-05

T-06

S-703 CONTROL BLDG FLOOR PLAN, LEGEND, NOTES, ALARM RISER DIAGRAM

G 00 COVER

S-703 SECTIONSC-05

C-03A

C-01A S-703 SPREADER CANAL LIMITS OF CONSTRUCTION AND ALIGNMENT PLAN

C-02A S-703 SPREADER CANAL LAYOUT PLAN

S-703 SPREADER GRADING PLAN

C-07

C-08

S-16

S-703 VERTICAL LADDERS AND FALL PROTECTION ANCHOR DETAILS

S-34

T-07

T-08

T-09

T-10

ANTENNA MOUNTING DETAILS SHEET 1

ANTENNA MOUNTING DETAILS SHEET 2

T-11

E-02

E-03

E-04

ELECTRICAL DETAILS SHEET 1

ELECTRICAL DETAILS SHEET 2

ELECTRICAL DETAILS SHEET 3

S-703 PUMP AND OPERATION DECK AND GRATING DETAILS

S-32

C-09

TENT SITE PLAN

C-10

INFORMATION KIOSK - SECTIONS AND DETAILS

-B

B C

W -C

T R

G .d g n

B E

T E

C S

K L E

ABBREVIATIONS, LEGEND, AND NOTES

VHF ANTENNA POLE AND DETAILS

MICROWAVE ANTENNA POLE AND DETAILS

RTU ENCLOSURE DETAILS SHEET 1

RTU ENCLOSURE DETAILS SHEET 2

RTU ENCLOSURE DETAILS SHEET 3

SYMBOLS AND ABBREVIATIONS

INDEX

S-703 CNTRL BLDG GROUNDING PLAN & LIGHTNING PROTECTION SYSTEM

INFORMATION KIOSK AND TENT SITES LIMITS OF CONSTRUCTION

S-703

STRUCTURAL

ELECTRICAL

TELECOMMUNICATIONS

FIRE PROTECTION

MECHANICAL

C-01B S-703 ELECTRICAL CONNECTION

T-12

T-13

T-14

T-15

T-16

TRENCH DETAILS

CONC ANTENNA POLE SOLAR PANEL DETAILS SHEET 1

CONC ANTENNA POLE SOLAR PANEL DETAILS SHEET 2

CONC ANTENNA POLE SOLAR PANEL MOUNTING BRACKET DETAILS SHEET 2

CONC ANTENNA POLE SOLAR PANEL MOUNTING BRACKET DETAILS SHEET 3

CONC ANTENNA POLE SOLAR PANEL MOUNTING BRACKET DETAILS SHEET 1

CAMERA POLE AND EQUIPMENT DETAILS

PROJECT NETWORK DIAGRAM

T-17 CONC ANTENNA POLE SOLAR PANEL MOUNTING BRACKET DETAILS SHEET 4

S-703 STATION CONTROL CENTER RTU INTERIOR DIAGRAM

T-28

T-29

S-703 STATION CTRL CENTER RTU SYSTEM COMPONENT SCHEDULE SHEET 1

S-703 STATION CTRL CENTER RTU SYSTEM COMPONENT SCHEDULE SHEET 2

SECURITY FENCING END CAP

SILT FENCE AND TURBIDITY BARRIER DETAILS

S-703 WEST STILLING WELL PLATFORM PLAN AND PROFILE

S-703 WEST STILLING WELL FRAMING AND PLATFORM DETAILS

S-703 EAST STILLING WELL PLATFORM PLAN AND PROFILE

S-703 EAST STILLING WELL FRAMING AND PLATFORM DETAILS

S-703 STILLING WELL PLATFORM SECTIONS

S-703 STILLING WELL CONCRETE FOUNDATION PLAD

S-703 STILLING WELL DETAILS AND OPENINGS

S-703 STILLING WELL ENCLOSURE COMPONENTS

S-35

S-36

S-37

S-703 STILLING WELL COLLAR ASSEMBLY

S-703 STILLING WELL SUPPORT BRACKET DETAILS

S-703 12x12 PRECAST CONCRETE CONTROL BLDG. FLOOR AND ROOF PLANS

S-703 12x12 PRECAST CONCRETE CONTROL BLDG. ELEVATIONS & SECTIONS

S-703 RTU WIRING DIAGRAM SHEET 1

S-703 RTU WIRING DIAGRAM SHEET 2

S-703 RTU WIRING DIAGRAM SHEET 3

S-703 RTU WIRING DIAGRAM SHEET 4

S-703 RTU WIRING DIAGRAM SHEET 5

S-703 RTU WIRING DIAGRAM SHEET 6

S-703 RTU WIRING DIAGRAM SHEET 7

S-703 RTU WIRING DIAGRAM SHEET 8

S-703 RTU WIRING DIAGRAM SHEET 9

S-703 RTU WIRING DIAGRAM SHEET 10

S-703 RTU WIRING DIAGRAM SHEET 11

S-703 RTU WIRING DIAGRAM SHEET 12

S-703 RTU WIRING DIAGRAM SHEET 13

S O

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D A

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R A

C T N

C H

E C

K E

D B

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U E D

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US Army Corps

U .S

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P S O

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S I

N /A

J A

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S O

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L E D

T R

A N M

A R

C O B

L V

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S O

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L E F

M M

M Y

B E

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M I-

D A

D E C

O U

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Y F

L O

L -3

E F

L O

W -W

A Y

C O

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C T

A P

H A

S E I P

R O J E

C T

W E

C E

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C A

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A Y C

O A

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A L W

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P U

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T A

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L S

FINAL BCOES CERTIFICATION

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

OBJECT REFERENCED

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

TERMS AND ABBREVIATIONS

WASTE LINE, SANITARY

POTABLE COLD WATER

DEMOLITION/REMOVAL

COMPRESSED AIR

COMMUNICATION, UNDERGROUND

CONSTRUCTION LIMITS

CULVERT

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, OVERHEAD

ELECTRICAL SECONDARY, UNDERGROUND

FENCE

FIBER OPTIC, UNDERGROUND

POTABLE HOT WATER

OBJECT CENTERLINE

FUEL OIL RETURN

FUEL OIL SUPPLY

GUARDRAIL

LPG SUPPLY

WATER MAIN

RIGHT-OF-WAY

PROPERTY LINE

IDENTITY SYMBOL KEY

(CONCST)

CONCRETE

(CONCLW)

TREMIE CONCRETE

(EARTH)

COMPACTED FILL

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(BRBLCO)

ACBM

(TERRZO)

FILTER SAND

(CCBSS, 90^)

CONCRETE

ROLLER COMPACTED

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

REFERENCE SYMBOL KEY

REDUCED TO FIT

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

X'-X"

EL 45.0

14 14OR

X°

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

G3 F5

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

B7 A4

C3 D8

(GRVSCL)

BEDDING MATERIAL

(ANSI32)

STEEL / ALLOYS

(ANSI33)

BRASS

(ANSI34)

ALUMINUM

30' 60'0

IDENTIFICATION

GRAPHIC SCALES

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

INTERIOR ELEVATION

OUT IN DETAIL

LOCATION CALLED

AND MARK No.

NOMENCLATURE

DRAWING AREA PLAN TITLE

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

DRAWING AREA STANDARD DETAIL TITLE

C-24

SHEET CALLOUT

C-76

S-56 S-56

A-32 M-51

A-21 A-21 A-22 A-22

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE SHOWN

DRAWING WHERE

DETAIL INDICATOR

SMALL CONDITIONS

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE

ARROW

PLAN NORTH

MATERIAL SYMBOL KEY

STORM DRAIN

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED TO FIT

GENERAL NOTES

TABLE OF CONTENTSGENERAL SYMBOLOGY

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

SYMMETRICALSYMM

SQUARE FEETSQ FT

SQUARESQ

REVISIONREV

REQUIREDREQD

REFERENCEREF

RADIUSR

QUANTITYQTY

PROPERTYPROP

PART NUMBERPN

OPPOSITEOPP

OUTSIDE DIAMETEROD

ON CENTEROC

OVERALLOA

NOT TO SCALEN.T.S.

NORMALNORM

NOMINALNOM

NUMBERNO.

NOT IN CONTRACTNIC

NATIONAL INSTITUTE OF BUILDING SCIENCESNIBS

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRIC CODENEC

MEAN SEA LEVELMSL

MINIMUMMIN

MAXIMUMMAX

MATERIALMATL

LINEAR FOOTLF

POUNDSLBS

POUND FORCELBF

ANGLEL

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INCH POUNDIN-LB

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA

HANDICAPPEDHCP

FEDERAL GOVERNMENTGOVT

FEET/FOOTFT

FEDERAL SPECIFICATIONFS

FIGUREFIG

FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT

ESTIMATEEST

EQUIPMENTEQUIP

EQUALEQ

ELEVATIONEL

EACHEA

DRAWINGDWG

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DEMOLITIONDEMO

DEGREEDEG

CUBIC YARDCU YD

CUBIC FEETCU FT

CONTROLCTRL

CONSTRUCTION SPECIFICATIONS INSTITUTECSI

CONCRETE REINFORCING STEEL INSTITUTECRSI

CONCRETECONC

CLEARCLR

CENTERLINECL

BETWEENBTWN

BOTTOMBOT

BUILDINGBLDG

AMERICAN WATER WORKS ASSOCIATIONAWWA

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

ASYMMETRICALASYM

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM

ASSEMBLYASSY

AMERICAN SOCIETY OF MECHANICAL ENGINEERSASME

AMERICAN SOCIETY OF CIVIL ENGINEERSASCE

AS REQUIREDAR

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ALTERNATEALT

ALLOWANCEALLOW

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ASPHALT INSTITUTEAI

ADDITIONALADDL

AMERICAN CONCRETE INSTITUTEACI

ABANDONABAN

T/B TOP AND BOTTOM

EF EACH FACE

R - RESOURCE

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS

2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR

DRAWINGS TO THE EXTENT APPLICABLE.

AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

F-09

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

STANDARD FORMAT

C-16

S-544B

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

WITH BUILDING ID

FACILITY IDENTIFICATION

G-02

N E

R A

S Y

M B

O L S A

N D A

B B

R E

N S

B E

H A

W K

C S

K L E

SILT FENCE

PLAN

DETAIL

SECTION

DETAIL BOUNDARY

COMMUNICATION, OVERHEAD

(EARTH, 45°)

EXISTING SOIL

SHEET IDENTIFICATION KEY

LINE SYMBOL KEY

MATERIAL SYMBOL KEY

(CONCR3)

FLOWABLE FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(PORUS)

LIMEROCK

(RANRBL)

SELECT FILL IN WET

NON SHRINK GROUT

-B

B C

W -C

T R

G .d g n

STANDARD TURBIDITY BARRIER

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W -W

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L S

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M M

M Y

B E

T E

M I-

D A

D E C

O U

N T

Y F

L O

L -3

E F

L O

W -W

A Y

C O

N T

R A

C T

A P

H A

S E I P

R O J E

C T

W E

C E

R P

C A

Y N

E B

A Y C

O A

S T

A L W

E T

L A

N D

P U

M P S

T A

N S -7

R E

C R

E A

N A

L S

E S

G-03

N E

R A

P R

O J E

C T M

HOMESTEAD AFB

S-23D

S-23C

7 (EXISTING)

6 (EXISTING)

S-20F

PROJECT MAP

W A

L L

H A

L L

M T

H O

M A

NIC / BY OTHERS

S-710

S-20G

LEGEND

EXISTING STRUCTURES

SITE ACCESS

PROPOSED PUMP STATION

EXISTING CULVERTS7 (EXISTING)

GENERAL SHEET NOTES

CULVERTS

EXISTING

SCALE: NTS

-B

B C

W -C

R T

A -G

.d g n

FLORIDA TURNPIKE

SW 278TH ST./COCONUT PALM DR.

S-703

S-21A

S-20G

C-102/PRINCTON TRAIL

F L O

A T

U R

N P

SW 268TH ST

C A

Y N

E T

R A

L E

C103 / (MOWRY DR)

L -3

E C

A N

A L

S-709

CONDITION PRIOR TO FINAL PAYMENT.

AREA RESTORED BY THE CONTRACTOR TO ORIGINAL

TEMPORARY IMPROVEMENTS WILL BE REMOVED AND THE

NECESSARY FOR SEMI- TRAILER TURNING MANEUVER. ANY

2. CONTRACTOR TO MAKE TEMPORARY IMPROVEMENTS IF

MEETING WITH JERRY KRENZ (SFWMD) @ 561.682.6746

IMPROVEMENTS SHALL BE COORDINATED DURING AN ON-SITE

C-07 THRU C-09. EXACT LOCATION / PLACEMENT OF THESE

SHALL BE CONSTRUCTED PER DETAILS SHOWN ON SHEETS

1. ONE (1) NEW INFORMATION KIOSK AND TWO (2) TENT SITES

HOMESTEAD BAYFRONT PARK ENTRANCE

(SEE NOTE 1)

E 876392.71

N 431576.54

TENT SITE 1

(SEE NOTE 1)

E 876646.46

N 431578.83

TENT SITE 2

(SEE NOTE 1)

E 871996.01

N 431642.52

NEW TRAIL SHELTER

CANAL

S-703 SPREADER

GATE

ACCESS

NOTE 2

SEE

NOTE 2

SEE

NORTH CANAL

CONSTRUCTION

S-705 - UNDER

SW 328th ST / N CANAL DRIVE

S W th A

V E

R O

A D

C O

L O

SW 328th ST / N CANAL DRIVE

W th A

V E

CAMPBELL DRIVE

BISCAYNE DRIVE

MILITARY CANAL

SW 316th ST

S W th A

V E

SW 304th ST

S W th A

V E

L -3

E /B

C A

Y N

E T

R A

S W th A

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M M

M Y

B E

T E

M I-

D A

D E C

O U

N T

Y F

L O

L -3

E F

L O

W -W

A Y

C O

N T

R A

C T

A P

H A

S E I P

R O J E

C T

W E

C E

R P

C A

Y N

E B

A Y C

O A

S T

A L W

E T

L A

N D

P U

M P S

T A

N S -7

R E

C R

E A

N A

L S

E S

FINAL BCOES CERTIFICATION

R 721 2

DSI 100

R 722

R 724

R 725

F 61 1

C103PC2CMC103PC3IRC

C103PC3CM

SURVEY CONTROL

C-102/PRINCETON TRAIL

SW 268th ST

F L O

A T

U R

N P

BISCAYNE DRIVE

DRIVE

CAMPBELL

S W th A

V E

SW 328th ST / N CANAL DRIVE

S W th A

V E

C103 / (MOWRY DR)

AFB

HOMESTEAD

MILITARY CANAL

L -3

E /B

C A

Y N

E T

R A

S W th A

V E

SCALE: NTS

WALDIN AZ MK

BARRIER

C103PC2CM

C103PC3CM C103PC3RC

DS 100

F 61 1

OTHER CONTROLS

SURVEY NOTES

GENERAL NOTES

SANITARY MANAGEMENT CONTRACTOR.

CONTRACTOR SHALL BE SERVICED BY A LICENSED

DISPOSAL SYSTEMS". PORTABLE UNITS PROVIDED BY THE

WITH FAC 64E-6, "STANDARDS FOR ON-SITE SEWAGE

FOR SEWAGE TREATMENT IF APPLICABLE, IN ACCORDANCE

THE CONTRACTOR'S FIELD OFFICE WILL REQUIRE PERMITS

1. SANITARY:

UNLESS APPROVED BY CONTRACTING OFFICER.

OUTSIDE OF THE DESIGNATED CONSTRUCTION LIMITS

CONSTRUCTION ACTIVITIES SHALL NOT TAKE PLACE

1. WORK LIMITS:

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION;

R 725

R 724

R 722

R 721 2

F 61 1

DSI 100

C103PC3IRC

C103PC3CM

C103PC2CM

AC1180

AC1181

AC2018

AC2019

AC1178

N/A

413,700.SC

420,560.SC

431,260.SC

432,470.SC

411,070.SC

431,460.99

413,574.63

413,571.43

413,589.03

871,620.SC

871,680.SC

871,440.SC

871,530.SC

871,630.SC

871,553.85

864,067.46

863,572.87

866,246.76

DESIGNATION PID NORTHING EASTING NAVD88

5.26

5.33

5.83

7.13

6.97

3.87

3.89

4.57

SURVEY CONTROL

VERTICAL CONTROL

VERTICAL AND HORIZONTAL CONTROL

SURVEY CONTROL TABLE

R 721 2

DSI 100

R 722

R 724

R 725

F 61 1

C103PC2CMC103PC3IRC

C103PC3CM

SURVEY CONTROL

G-04

N E

R A

G E

N E

R A

L N

O T

E S A

R V

E Y C

O N

T R

O L

M T

H O

M A

W A

L L

H A

L L

C-102/PRINCETON TRAIL

SW 268th ST

F L O

A T

U R

N P

BISCAYNE DRIVE

DRIVE

CAMPBELL

S W th A

V E

SW 328th ST / N CANAL DRIVE

S W th A

V E

C103 / (MOWRY DR)

AFB

HOMESTEAD

MILITARY CANAL

L -3

E /B

C A

Y N

E T

R A

S W th A

V E

(NAD83(2011)).

AMERICAN DATUM OF 1983, REALIZATION OF 2011

FLORIDA (SPC-FL-E), AND REFERENCED TO THE NORTH

PLANE COORDINATE SYSTEM FOR THE EAST ZONE OF

4. HORIZONTAL COORDINATES ARE BASED ON THE STATE

DATABASE.

WITHIN THE NATIONAL GEODETIC SURVEY (NGS)

VALUE, BASED ON PUBLISHED SURVEY CONTROL MARKS

NGVD29) FOR THIS PROJECT IS 1.53 FEET, AN AVERAGE

3. THE VERTICAL DATUM CONVERSION FACTOR (NAVD88 TO

VERTICAL DATUM OF 1988 (NAVD 88).

2. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN

ADDITIONAL ABOVE & BELOW GROUND UTILITY SURVEY

JANUARY 2017 - DEGROVE SURVEYING, INC.) WAS THE

AERIAL LiDAR SURVEY 16-009: (7 SEPTEMBER TO 24

RECONNAISSANCE, LLC.) WAS THE AERIAL IMAGERY AND

(12 APRIL 2016 - PRECISION AERIAL AND

THE AERIAL LiDAR AND AERIAL IMAGERY. SURVEY 15-156:

HYDROGRAPHIC FEATURES AND GROUND CONTROL FOR

MAPPING, INC.) WAS THE ORIGINAL FIELD SURVEY OF

15-167: (10-19 OCTOBER 2015 - WHIDDEN SURVEYING AND

1. SURVEY WAS COLLECTED IN THREE PARTS: SURVEY

SCALE: NTS

-B

B C

W -C

R T

A -G

.d g n

R 725

R 724

R 722

R 721 2

F 61 1

-1

-2

-3

NAVD 88

-4

+ 1.53' TO NGVD 29

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M M

M Y

B E

T E

M I-

D A

D E C

O U

N T

Y F

L O

L -3

E F

L O

W -W

A Y

C O

N T

R A

C T

A P

H A

S E I P

R O J E

C T

W E

C E

R P

C A

Y N

E B

A Y C

O A

S T

A L W

E T

L A

N D

P U

M P S

T A

N S -7

R E

C R

E A

N A

L S

E S

C-01

ELEV A

4" 3 1/4"

3/4"

ELEVATION OR DIMENSION

N/A

DESCRIPTION

MOUNTING AND GAUGE BOARD LENGTHS FOR NAVD 88

STRUCTURE S-703

FRONT VIEW

E M

O U

N T

E D S

T A

F F G

A U

G E D

E T

GENERAL SHEET NOTES

WASHER

3" X 4" X 1/4" SS PLATE

HANDLE

CONCRETE PILE

1/4" TYPE 316 SS

CONCRETE PILE

ELEVATION AND DIMENSION SCHEDULE

4' 4'

SERIES B LETTERS

IN STAFF GAUGE BOARD - 1"

DATUM HEIGHT OFFSET ROUTED

GENERAL NOTE 2B)

SS HANDLE (SEE

WATER SURFACE ELEVATION

TWO FEET DOWN TO AVERAGE

ADD ADJUSTMENT CHANNELS EVERY

BOARD IN MIDDLE OF CHANNEL

CHANNEL AND CENTER STAFF GAUGE

MANUFACTURER TO CUT 5/8" X 7-5/16"

ROUT HASH MARKS IN BOARD

STRUCTURAL RECYCLED PLASTIC

LUMBER 2" X 10" WHITE SKIN OVER

BLACK CORE TOP STAFF GAUGE

BOARD OR DISTRCT APPROVED

EQUAL

CONCRETE PILE

SERIES E NUMBERS IN BOARD

MANUFACTURER TO ROUTE 2"

ALSO SEE GENERAL NOTE 4.

MATERIAL WITH RED BORDER

AND WHITE COLOR CORE

SERIES B LETTERS WITH RED

DATUM SIGN PANEL - 2"

5" X 8-1/2" ROUTED HDPE

1 1/4"

1/2"

12"

1 1/4"

12 1/2"

12"

12 1/2"

12'

NAVD 88 STAFF GAUGE DETAIL (CONCRETE PILE)

PILE MOUNTED BRACKET DETAIL

BRACKET SECTION

MOUNT ATTACHMENT SECTION

PILE MOUNTED SECTION

DIA. SS SCREW (TYP)

5/16" DIA HOLE FOR 1/4"

NOTE 2C

GENERAL

SEE

APPROVED EQUAL

GAUGE BOARD OR DISTRICT

OVER BLACK CORE TOP STAFF

PLASTIC LUMBER 2" X 10" WHITE SKIN

EXTRUDED STRUCTURAL RECYCLED

WASHER (WASHER NOT SHOWN FOR CLARITY)

WITH 5/8" SS NUT AND 3"X4" X 1/4" SS PLATE

5/8" DIA. X 7" SS CONCRETE WEDGE ANCHOR

GENERAL NOTE 6 FOR APPLICABILITY)

REFLECTIVE POST PANEL (SEE

3" X 30" ALUMINUM DIAMOND GRADE

BOARD OR DISTRICT APPROVED EQUAL

OVER BLACK CORE TOP STAFF GAUGE

PLASTIC LUMBER 2" X 10" WHITE SKIN

EXTRUDED STRUCTURAL RECYCLED

J R

C W

C D

SCALE: NTSSCALE: NTS

SCALE: NTS SCALE: NTSSCALE: NTS

2 1/2"

(SOUTH)

UPSTREAM

(NORTH)

DOWNSTREAM

12'

TOP ELEVATION OF GAUGE FOR NAVD (FT NAVD 88)

MINIMUM PILE EMBEDMENT

THIS SHEET)

BRACKET SECTION,

1/4" SS BRACKET (SEE

EQUAL

BOARD OR DISTRICT APPROVED

BLACK CORE TOP STAFF GAUGE

LUMBER 2" X 10" WHITE SKIN OVER

STRUCTURAL RECYCLED PLASTIC

DETAIL THIS SHEET)

(SEE PILE MOUNTED BRACKET

1/4" SS BRACKET FABRICATED

-B

B C

W C

R T

C -1

G N

7. ALL PIPES AND COUPLINGS SHALL BE HOT-DIP GALVANIZED.

PANEL IN ROUTED CAVITY.

6. MANUFACTURER TO PERMANENTLY MOUNT DATUM SIGN

CANALS OR WATER BODIES.

PROVIDED ON ALL STEEL MOUNTING PILES LOCATED WITHIN

5. REFLECTOR AND REFLECTIVE MARKING TAPE SHALL BE

CONTROL DEVICES.

ADMINISTRATION STANDARD ALPHABETS FOR TRAFFIC

4. SERIES B LETTERS SHALL BE BASED ON FEDERAL HIGHWAY

OR STRUCTURES.

3. NO BRACING OR CONNECTION WILL BE MADE TO WALKWAYS

TYP EACH SIDE).

1/8" DIA. SS HEX HEAD CONCRETE SCREWS. 1-3/4" LONG (2

C.) FASTEN SS BRACKET TO 2" X 12" BLACK BACK BOARD USING

ITEM 13725A23 OR DISTRICT APPROVED EQUAL.

RECTANGULAR GRIP, FOUR M6 SCREWS, MCMASTER CARR

HANDLE W/ FOUR THROUGH HOLES (TWO EACH SIDE),

B.) THE HANDLE SHALL BE TYPE 316 SS OR COMPARABLE PULL

BE TYPE 316 SS UNLESS NOTED OTHERWISE.

A.) ALL SCREWS, BOLTS, NUTS, UNISTRUT AND WASHERS SHALL

2. HARDWARE:

BOARD WITH THE CONTRACTING OFFICER.

INCLUDING VENDOR(S) FOR FABRICATION OF THE GAUGE

CONTRACTOR SHALL DISCUSS AND VERIFY INFORMATION

1. PRIOR TO FABRICATION OF THE STAFF GAUGE, THE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M M

M Y

B E

T E

M I-

D A

D E C

O U

N T

Y F

L O

L -3

E F

L O

W -W

A Y

C O

N T

R A

C T

A P

H A

S E I P

R O J E

C T

W E

C E

R P

C A

Y N

E B

A Y C

O A

S T

A L W

E T

L A

N D

P U

M P S

T A

N S -7

R E

C R

E A

N A

L S

E S

C-02

XXXXX

X X

XXXXX

X X X X

XXXX

X X X X

XXXX

NOTE:

S E

C U

Y F

E N

C E D

E T

GENERAL SHEET NOTES

LINE POST CORNER POST

CHAIN-LINK SECURITY FENCE

BRACE PANEL

EXTENSION ARMS

GROUNDING DETAIL

C W

C D

SCALE: NTS

SCALE: NTS SCALE: NTS

SCALE: NTS

MIN. OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 84"

ISOLATION JOINT (TYP.)

CONCRETE BASE

BOTTOM RAIL

GRADE2" MAX

END CAP, SEE SHEET C-04.

END FENCE LINE WITH A SECURITY FENCE PERPEDICULAR

WHERE A TRANSITION OCCURS TO A SAFETY HANDRAIL

5. FOR AREAS ON TOP OF CONCRETE CAPPED SHEET PILE

BASE SHALL BE USED. SEE SHEET C-04 FOR DETAIL.

OF CONCRETE CAPPED SHEET PILE, A PIPE SLEEVE AND

4. FOR LOCATIONS WHERE FENCE IS TO BE PLACED ON TOP

BOTTOM RAIL AS SHOWN.

INSURE THAT CARRIAGE BOLTS PASS THROUGH THE

SHALL BE DRILLED THROUGH THE BOTTOM RAIL ENDS TO

" CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES 8

USING

3. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS

TENSION WIRES.

SHALL BE USED FOR FASTENING FENCE FABRIC TO

POSTS AND RAILS. 16-GAGE, STAINLESS STEEL TIE WIRES

USED FOR FASTENING THE FENCE FABRIC TO FENCE

2. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE

SIDE OPPOSITE THE SECURE AREA.

ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE

CONSTRUCTED ON THE SECURE SIDE OF THE FENCE

1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE

STEEL POST SCHEDULE

USE AND SECTION

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED) 1.625" X 1.25"

1.625" X 1.50"

1.50" SQ.

1.66" O.D.

2.375" O.D.

2.875" O.D.

ON EXTENSION ARMS

BARBED-WIRE APRON

OR PULL POST

CORNER, END,

XXXXX

X X X X X

XXXXX

XXX

X X X

XXXX

X X X X

XXXX

X X X X

XXXX

XXXXX

X X X X X

XXXXX

XXXX

XXX X X

XXX

1'-0"

TOP RAIL

LINE POST

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

FABRIC

BOTTOM OF

LINE POST

(TYP)

(12" O.C. MAX)

TIE WIRES

BRACE RAIL

LIMEROCK

(3/8" MIN. DIA.)

TRUSS ROD

(TYP)

TIE WIRES

F A

B R

10" MIN. DIA.

LINE POSTS TO BE EQUALLY SPACED

10'-0" MAXIMUM

16" MIN. DIA.

TOP RAIL

PULL POST

LINE POST

RAIL

BOTTOM

RAILS

BRACE

TRUSS RODTRUSS ROD

RAILS

BRACE

POST

LINE

STRAIGHT RUNS EXCEED 500 FEET.

PROVIDE BRACE PANEL WHENEVER

10'-0" MAX. 10'-0" MAX.

ROD

STEEL GROUND

COPPER-CLAD

" DIA. 4

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

FENCE POST

COPPER WIRE

#8 AWG SOLID

1'-0"

1' -6

6" (T

Y P

DEGREES

RIVETED FLUSH (TYP.)

" PLAIN PIN8

1' -1 0" 7.

5" (T

YP)

BARBED WIRE (TYP.)

DEGREES

RIVETED FLUSH (TYP.)

" PLAIN PIN8

LOCK PIN (TYP.)

-B

B C

W C

R T

C -1

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M M

M Y

B E

T E

M I-

D A

D E C

O U

N T

Y F

L O

L -3

E F

L O

W -W

A Y

C O

N T

R A

C T

A P

H A

S E I P

R O J E

C T

W E

C E

R P

C A

Y N

E B

A Y C

O A

S T

A L W

E T

L A

N D

P U

M P S

T A

N S -7

R E

C R

E A

N A

L S

E S

C-03

6" LIME ROCK

C U

Y G

A T

E D

E T

E R

O C

ON GROUND ON WALL

GENERAL SHEET NOTES

OUTSIDE DIMENSION

GATE POST SCHEDULE

GATE LEAF WIDTH

(NOMINAL) (NOMINAL)

6' OR LESS

GREATER THAN 6' TO 12'

GREATER THAN 12' TO 18'

MORE THAN 18' 8.625" OD

6.625" OD

4.0" OD

2.5" SQ

2.875" OD

GATE LEAF WIDTH SCHEDULE

PUMP STATION

S-709 LEAF WIDTH

PEDESTRIAN GATE

PUMP GATES 4'

5' - 6" x x x x x x x x x x x x xxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

WIRE (TYP.)

3 STRANDS OF BARBED

WIRE (TYP.)

3 STRANDS OF BARBED

FABRIC

CHAIN-LINK

POSTS OVER 4" O.D.

24" DIA. FOR GATE

POSTS 4" O. D. & LESS

16" DIA. MIN. FOR GATE

4" O. D. & LESS

3'-0" MIN. FOR POSTS

" O. D.8

53'-4" FOR POSTS 6

" 0. D.8

53'-10" FOR POSTS 8

RODS (TYP)

" DIA. TRUSS8

HINGES (TYP)

BRACE RAIL (TYP)

DROP ROD

LEAF

BRACE RAIL (TYP)

GRADE BEAM

LINE POST

TRUSS ROD (TYP)

F E

N C

E F

A B

LINE POST

TOP RAIL (TYP)

BOTTOM RAIL (TYP)

x x x x x x x x x x x x x x x x

STEEL PIPE

1" ID

P.C. CONC.

6" DIA.

(INDUSTRY STANDARD)

" DIA. DROP ROD2

SAND/GRAVEL

" D

10"

STEEL PIPE

1" ID

(INDUSTRY STANDARD)

" DIA. DROP ROD2

6" LIME ROCK

ELEVATION - DOUBLE SWING GATE (TYPE FE-6 FENCE)

DROP ROD FOUNDATION

GATE KEEPER

STANDARD HINGE

OFFSET HINGE

FE5-48-SO-HO-6

FE6-84-DO-RA-24

EXAMPLES:

OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

HINGE - RA (STANDARD) - HO (OFFSET)

TYPE OPENING - SO (SINGLE) - DO (DOUBLE)

FENCE HEIGHT - INCHES

FENCE TYPE - FE5, FE6, ETC.

4. GATES SHALL BE DESIGNATED AS FOLLOWS:

CONSTRUCTION OF ALL GATES SUPPLIED.

SHALL BE RESPONSIBLE FOR THE PROPER RIGID

TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR

HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS

HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED

WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING

2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE OF

REQUIREMENTS OF ASTM F900 1.90" NOMINAL (ROUND) OR

3. ALL GATE FRAMES SHALL MEET THE MINIMUM

EXCEPT AS NOTED.

PADLOCKS, LATCH ASSEMBLY AND GATE KEEPERS

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS,

INSTALLATION WHICH COMPLY WITH THE SPECIFICATIONS.

OTHER TYPE OF FENCE SECTIONS AND METHODS OF

CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT

1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO

J R

C W

C D

SCALE: NTS

SCALE: NTS SCALE: NTS SCALE: NTS

FENCES

NON-SENSORED

5" MAX FOR

FENCES

SENSORED

2" MAX FOR

2" MIN

CAP

2' CONCRETE

STONE

DRAINAGE

# 57 WALL

GATES

BUILDING YARD

CONTROL

-B

B C

W C

R T

C -1

DROP ROD ASSEMBLY

SCALE: NTS

A T

N N

D E

N E

D B

D E

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D B

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K E

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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G D

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B E

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D A

D E C

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A Y

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R E

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E A

N A

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E S

C-04

LEAST 3 FULL TURNS

ENDS TWISTED AT

(3/8" MIN. DIA.)

TRUSS ROD

Y P

DOUBLE RAIL END

SECURE SIDE

FABRIC

LINE POST

BOTTOM RAIL

(12" O.C. MAX.)

TIE WIRES

9-GAGE STEEL

OF FABRIC

TO BOTTOM

1" MAX.

THREADS

BOLT W/PEENED

" CARRIAGE 8

S E

C U

Y F

E N

G D

E T

CONCRETE BASE

TENSION BAND

(3/8" MIN. DIA.)

TRUSS ROD

FABRIC LINK

ENGAGE EACH

TENSION BAR TO

TENSION BAR

CARRIAGE BOLT

TOP AND BOTTOM OF FABRIC)

(15" O.C. MAX. AND WITHIN 4" FROM

TENSION BAND

FABRIC

OF FABRIC)

BOTTOM

FROM TOP AND

AND WITHIN 4"

WIRE (15" O.C. MAX.

9-GAGE STEEL TIE

(1'-0" O.C. MAX.)

9-GAGE STEEL TIE WIRES

FABRIC

TENSION WIRE

OF FABRIC

TO BOTTOM

" MAX2

" MIN2

(2'-0" O.C. MAX.)

TIE WIRES

9-GAGE STEEL

BOTTOM RAIL

FABRIC

THREADS

BOLT W/PEENED

" CARRIAGE 8

DOUBLE RAIL END

SECURE SIDE

POST

LINE

(3/8" MIN. DIA.)

TRUSS ROD

Y P

TYPICAL

1/2" PLATE

PROJECTION

2 3/4"

STRUCTURE

TYP

POST FASTENING DETAIL

END OR GATE POST DETAIL

LINE POST ATTACHMENTS

RAIL ATTACHMENT

TENSION BAND DETAIL

TYPICAL FENCE POST BASE PLATE AT CONCRETE CAP

TAMPER RESISTANT LATCH ASSEMBLY

TRUSS ROD AND BAND

BOTTOM RAIL DETAILS

C W

C D

SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS

SCALE: NTS

SCALE: NTS SCALE: NTS

SCALE: NTS SCALE: NTS SCALE: NTS

EMBEDMENT

10" MIN.

SLEEVE

3" NOM. DIA. STANDARD PIPE

SLEEVE. FOR END POSTS USE

" NOM. DIA. STANDARD PIPE2

FOR INTERMEDIATE POSTS USE

ANCHORAGE.

AND APPROVED CONCRETE

NUTS, WASHERS, LOCKWASHERS

1/2 " DIA. SST TYPE 316 BOLTS,

EMBEDMENT

10" MIN.

-B

B C

W C

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K E

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N B

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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R S

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A M

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A W

G D

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A Y

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R O J E

C T

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A Y C

O A

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L A

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T A

N S -7

R E

C R

E A

N A

L S

E S

C-05

C U

Y F

E N

G E

N D C

A P xxx x x x

GENERAL SHEET NOTES

2.25' THICK WALL CAP

SHEET PILE

TRUSS ROD (3/8" DIA.)

A P

P R

O X

SECURITY FENCE END CAP

SENSORED FENCES.

TENSION WIRES. HOG RINGS SHALL NOT BE ALLOWED ON

SHALL BE USED FOR FASTENING FENCE FABRIC TO

POSTS AND RAILS. 16-GAGE, STAINLESS STEEL TIE WIRES

USED FOR FASTENING THE FENCE FABRIC TO FENCE

2. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE

SIDE OPPOSITE THE SECURE AREA.

ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE

CONSTRUCTED ON THE SECURE SIDE OF THE FENCE

1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE

END CAP

ARM FOR FENCE

POST EXTENSION

POST & CORNER

USE CORNER

SEE SHEET C-04

TENSION BAND,

(9 GAGE, 2" MESH)

CHAIN LINK FABRIC

GRADING PLAN

VARIES SEE

INSIDE ELEVATION

BEYOND

THICKER WALL CAP

END LOCATIONS.

CAP AT THE FENCE

THAN CONCRETE

BE AROUND 6' LOWER

VARIES BUT SHOULD

OUTSIDE ELEVATION

J R

C W

C D

SCALE: NTS

DETAIL.

FENCE POST BASE PLATE

SEE C-04 FOR TYPICAL

-B

B C

W C

R T

C -1

A T

N N

D E

N E

D B

D E

S C

M A

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S U

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D B

D A

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C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

A N

S I

N /A

J A

C K

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L E D

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A N M

A R

C O B

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J A

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M M

M Y

B E

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M I-

D A

D E C

O U

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L O

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W -W

A Y

C O

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H A

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R O J E

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L A

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N S -7

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E A

N A

L S

E S

FINAL BCOES CERTIFICATION

C-06 1

C-06

O A

G D

E B

A R

R D

E T

GENERAL SHEET NOTES

FOAM FILL

POLYSTYRENE

CLOSED CELL

C-CHANNEL

INTERNAL STEEL

HINGE CONNECTION

SST SCREEN

SST FRAME

ALL AROUND (TYP)

RETROREFLECTIVE TAPE,

COAST GUARD APPROVED

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

CONNECTION (TYP)

SST HINGE

AND DOWNSTREAM FACES (TYP)

DEFLECTOR PLATE, UPSTREAM

FLEXIBLE NON-CORROSIVE

ROPE CLIPS (TYP.)

" DIA.SST WIRE2

TO EYEBOLTS WITH 3,

ROPE FASTENED

" DIA. SST WIRE2

" DIA. SST EYE BOLT2

SST SCREEN

LINK (TYP)

SST CONNECTING

SST SCREEN

1'-4"

3'-0"

2'-3"2'-3"

10'-0"

HP 14 X 89 PILE, 20' LONG

TOP OF PILE ELEV +5.00'

EYEBOLT ELEV +2.00'

TIP ELEV -15.00'

AND DEBRIS SCREEN (TYP)

WITH REFLECTIVE TAPE

ORANGE, 10'-0"x16"x14", BARRIER FLOAT, FOR SLOPES)

(SEE CIVIL DRAWINGS

CHANNEL SIDE SLOPE

SCREEN

TAPE AND MODIFIED DEBRIS

10'-0"x16"x14" WITH RELECTIVE

END BARRIER FLOAT ORANGE,

SPECIFICATION 09 97 02

HP 14X89 COAT PER

DETAIL

C W

PLAN H-PILE ANCHOR

PILE TIP EL. -15.00

WITH NYLON LOCKING INSERT

WASHERS AND SS LOCK NUTS

" DIA SS U-BOLT, WITH SS4

" SS THEMBLE2

OTHERWISE.

STAINLESS STEEL GRADE 316 UNLESS NOTED

BOLTS, WASHERS AND ALL OTHER STEEL ITEMS SHALL BE

4. HARDWARE:

GRADE 316.

E. EYE-BOLTS SHALL BE WELDLESS STAINLESS STEEL

THE MINIMUM BREAKING STRENGTH OF THE WIRE ROPE.

A TYPE AND GRADE AT LEAST EQUAL IN STRENGTH TO

ACCESSORIES SHALL BE STAINLESS STEEL GRADE 316 OF

D. THIMBLES, WIRE ROPE CLAMPS, FASTENERS, AND

MANUFACTURER'S RECOMMENDATIONS.

C. CABLE CLAMPS SHALL BE SUPPLIED AS PER

TO ADDRESS THE VARIATION OF WATER STAGE.

B. THE CABLE LENGTH SHALL PROVIDE ADEQUATE SLACK

STAINLESS STEEL GRADE 316 WIRE CABLE.

A. ALL CABLE SHALL BE MINIMUM 1/2 INCH DIAMETER,

3. CABLE:

SPECIFICATION 09 97 02

ANCHOR PILES SHALL BE HP 14x89 COATED PER

2. ANCHOR PILES:

WATER EL 0.0' TO 0.7' (NAVD88)

ANCHOR PILES SHALL BE DESIGNED TO OPERATE IN

C. BARRIER FLOATS, WIRE ROPES, SCREENS AND

THE ANCHOR PILES.

BARRIER, INCLUDING DETAILS OF THE CONNECTIONS TO

ERECTION DRAWINGS OF THE FLOATING DEBRIS

B. CONTRACTOR SHALL SUBMIT FABRICATION AND

RECOMMENDATIONS.

INSTALLED AS PER MANUFACTURER'S

OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

SHOWN, UPSTREAM OF STRUCTURE WITH THE APPROVAL

A. FLOATING DEBRIS BARRIER SHALL BE LOCATED AS

1. APPLICATION:

SCALE: NTS

GROUND SURFACE EL. 2.00 ±

-B

B C

W C

R T

C -1

G N

THIS SHEET

SEE H-PILE ANCHOR DETAIL

ADDITIVES

ANTI- OXIDANT

INHIBITORS AND

SHELL WITH UV

MOLDED PLASTIC

SECTION H-PILE ANCHOR

WITH COAL TAR EPOXY

TOP 8' OF PILE PAINTED

CLAMPS

SS WIRE CABLE

WITH 3 EACH 1/2" DIA

FASTENED TO U-BOLT

1/2" DIA SS WIRE ROPE

V A

PILE TIP EL. VARIES

GROUND SURFACE EL. 2.00 ±

SCALE: NTS

CLAMPS

SS WIRE CABLE

WITH 3 EACH 1/2" DIA

FASTENED TO U-BOLT

1/2" DIA SS WIRE ROPE

V A

H-PILE

EYEBOLT ELEV +2.00'

TIP ELEV VARIES

THIS SHEET

SEE WINGWALL ANCHOR DETAIL

WINGWALL

TOP OF SHEET PILE

WINGWALL ANCHOR

SECTION SHEET PILE

WINGWALL ELEV. VARIES

TOP OF SHEET PILE

WINGWALL

SHEET PILE

AZ 26-700

SHEET PILE WINGWALL

SECTION

SOFTWOOD 2" x 4"

STEEL 1.33 LBS/FT. MIN.

POST OPTIONS

R M

O R

T O

6' MAX.

FILTER FABRIC (IN

CONFORMANCE WITH

SEC. 985 FDOT SPEC.)

OPTIONAL POST POSITIONS

20° ±

V E

R T

A L

FILTER FABRIC

SILT FLOW

" Ø 2

1SOFTWOOD 2

"2 1" X 1 2

1HARDWOOD 1

EXISTING GRADE

(CANTED 20° TOWARD FLOW)

PRINCIPLE POST POSITION

GENERAL NOTES

R A

L P

W A

L L

H A

L L

C-07

-B

B C

W C

R T

C -1

G N

T F

E N

C E A

N D T

U R

B A

R R

R D

E T

SILT FENCE

STANDARD TURBIDITY BARRIER

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

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J A

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L E D

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A N M

A R

C O B

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J A

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L E F

M M

M Y

B E

T E

M I-

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D E C

O U

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L O

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L O

W -W

A Y

C O

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H A

S E I P

R O J E

C T

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C A

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A Y C

O A

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A L W

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L A

N D

P U

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T A

N S -7

R E

C R

E A

N A

L S

E S

FINAL BCOES CERTIFICATION

FINAL POSITION

ROPE TO BE SLACK IN

" NYLON OR MANILA4

FABRIC

CURTAIN

FABRIC

CURTAIN

GROMMET

BRASS

ANCHORS

BOTTOM

ANCHORS

BOTTOM

MEAN LOW WATER

CURTAIN FABRIC AND CHANNEL BOTTOM AT

MAINTAIN MIN. 1 FT. BETWEEN BOTTOM OF

100' SECTION

TO CONNECT SECTIONS.

GROMMETS AT 2 FEET C.C.

3" FOLD TOP

FOLD

AS TOP AND BOTTOM

3" FOLD SAME TYPE

WATER SURFACE

1'-0"

3" FOLD

BOTTOM

5'-0"`5'-0"`

NOTE:

10'-0"`

COTTER PIN THRU ROD

OR ALTERNATE

PLASTIC SHEET

BRASS GROMMET

PREVENT LOSS)

HOOK (CLOSE TO

WEIGHT

3" ~ GALVANIZED RING

'-0

STORM TIDE

ABOVE RECORDED

COTTER PIN LOCATED

RING

3" ~ GALVANIZED

BOTTOM

TURBIDITY BARRIER

STAKES

" DIA. ALUM. ROD8

MATERIAL.

THICKNESSES OF

GET FOUR

BOTTOM TO

FOLD TOP AND

DEVICES

FLOATATION

DEVICES

FLOATATION

DEVICES

FLOATATION

CONTRACTING OFFICER.

TYPE 3 TURBIDITY BARRIER TO FIT EXISTING CONDITION AS APPROVED BY THE

END FLOATS.

ARE TO BE ATTACHED TO END FLOAT AND EVERY SECOND FLOAT BETWEEN

¼" NYLON OR MANILA ROPE FORMS REINFORCEMENT; ROPES AND WEIGHTS

ELEVATION

FRONT VIEW

PLAN VIEW

SIDE VIEW

SECTION A-A SECTION B-B

R A

L P

W A

L L

H A

L L

C-08

T E

N T S

E P

-B

B C

W C

R T

C -1

12'

ROCK

1. FILL FRAME LEVEL WITH 2 CUBIC YARDS OF CRUSHED LIME

TENT SITE PLAN - "FOR INFORMATION ONLY"

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

A N

S I

N /A

J A

C K

S O

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L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M M

M Y

B E

T E

M I-

D A

D E C

O U

N T

Y F

L O

L -3

E F

L O

W -W

A Y

C O

N T

R A

C T

A P

H A

S E I P

R O J E

C T

W E

C E

R P

C A

Y N

E B

A Y C

O A

S T

A L W

E T

L A

N D

P U

M P S

T A

N S -7

R E

C R

E A

N A

L S

E S

FINAL BCOES CERTIFICATION

PRESSURE TREATED

SOUTHERN YELLOW PINE

ALL LUMBER IS 6" x 6"

STAKES (TYP.)

1/2" x 2" REBAR

LIME ROCK

CRUSHED

±6" DEEP

12'1' 1'

1'-4"1

N.T.S.

INFORMATION KIOSK PLAN

NOT TO SCALE

GENERAL NOTES

DETAIL

R A

L P

W A

L L

H A

L L

C-09

O R

M A

N K

S K

S E

C T

N S A

N D D

E T

4"x4" PT WOOD POST

EACH POST

THICKEN SLAB AT

1'-0"

VARIES

1'-'4" OR 2'-4"

YP)

1/4" CHAMFER (TYP.)

1'- 8"

YP.

12"

ORK

POI

NT5"

YP.

2" (T

YP.

63.43"

" (TYP)4

(TYP)

5/8" HOLE

(TYP.)

1/4" CHAMFER

SLAB

TOP OF CONCRETE

°STEEL PLATE

1/2" STAINLESS

STEEL PLATE

3/8" STAINLESS

(TYP.)

1/4" CHAMFER

1/4"

(TYP.)

CAST-IN-PLACE CONCRETE REQUIREMENTS.

8. SEE SPECIFICATION SECTION 03 31 01 FOR

STAINLESS STEEL.

c. BOLTS, NUTS,WASHERS AND LAG SCREWS SHALL BE

b. ALL NAILS SHALL BE STAINLESS STEEL.

MEMBER.

DIAMETERS FROM THE END OF ANY WOOD FRAMING

a. DO NOT LOCATE ANY HOLES CLOSER THAN FIVE (5) BOLT

7. LUMBER

MATERIAL FOR ONE OF THE SIGNS.

PLEXIGLAS ENCLOSURE FOR DISPLAY OF SEASONAL

PLYWOOD BACKING AND CONSTRUCT A LOCKING HINGED

b. THE CONTRACTOR SHALL PLACE CORKBOARD OVER

DISPLAY INFORMATION ABOUT THE AREA AND WILDLIFE.

a. TWO SIGN BOARDS WILL BE PROVIDED BY SFWMD TO

6. INFORMATION KIOSK NO. 1

WHEELCHAIR MANEUVERABILITY.

AROUND THE INTERIOR INFORMATION SIGNS FOR

b. A MINIMUM CLEARANCE OF 32" WILL BE PROVIDED ALL

CODE.

ACCESS, IN ACCORDANCE WITH THE FLORIDA BUILDING

INFORMATION KIOSK AND TO PROVIDE HANDICAP

a. PAVED WALKWAYS SHALL BE DESIGNED TO LEAD TO THE

5. HANDICAP ACCESSIBILITY

GRADE.

APRON SHALL HAVE A 1" CHAMFER TO MEET PROPOSED

ON A SUPPORT COLUMN. EARTHEN END OF ACCESS

4. CONCRETE ACCESS APRON SHALL NOT BE CENTERED

SPECIFICATIONS SECTION 06 10 00 ROUGH CARPENTRY.

3. FOR INFORMATION ON KIOSK REQUIREMENTS, SEE

CONTRACTOR.

DIMENSIONS ARE TO BE DETERMINED BY THE

2. SHELTER DIMENSIONS ARE NOMINAL. EXACT

FOR CONTRACTING OFFICER'S REVIEW AND APPROVAL.

SHELTER AND KIOSK SHOWN AND SHALL BE SUBMITTED

CALCULATIONS, PLANS AND SPECIFICATIONS FOR THE

RESPONSIBLE FOR OBTAINING THEIR OWN DESIGN,

AND INFORMATION KIOSK . THE CONTRACTOR IS

GRADING, DESIGN AND CONSTRUCTION OF THE SHELTER

PERPARATION INCLUDING CLEARING, GRUBBING,

1. THE CONTRACTOR IS RESPONSIBLE FOR SITE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M M

M Y

B E

T E

M I-

D A

D E C

O U

N T

Y F

L O

L -3

E F

L O

W -W

A Y

C O

N T

R A

C T

A P

H A

S E I P

R O J E

C T

W E

C E

R P

C A

Y N

E B

A Y C

O A

S T

A L W

E T

L A

N D

P U

M P S

T A

N S -7

R E

C R

E A

N A

L S

E S

FINAL BCOES CERTIFICATION

(TYP)

8"X8" PT WOOD POST

(TYP)

8"X8" PT WOOD POST

POST BASE

2-#5 REBAR CONT.

BARRIER

6 MIL VAPOR

HOLE

(TYP.)

1/4" CHAMFER

@ CL OF SLAB

6"x6"- WI 4xWI 4

(TYP)

5/8" HOLE

SLAB

TOP OF CONCRETE

STEEL PLATE

1/2" STAINLESS

2-#5 REBAR CONT.

4' 4'

AREA (TYP.)

INFORMATION

8 6

PANEL

LOCKABLE PLEXIGLAS

CORK BOARD W/

(TYP.)

4"x4" POST

BELOW

FOOTING

(TYP.)

8"x8" POST

(TYP.)

8"x8" POST

(TYP.)

4"x4" POST

BACKING (TYP.)

GRADE PLYWOOD

3/4" MARINE

(TYP.)

4"x4" POST

(TYP.)

LAG SCREWS

(2)-5/8x8" SS

SLAB

8" CONCRETE

E 876664.46

N 431595.83

TENT SITE 1

E 876628.46

N 431595.83

E 876664.46

N 431561.83

E 876628.46

N 431561.83

N N

W A

L L

M .T

H O

M A

H A

L L

C-10

INFORMATION KIOSK - LIMITS OF CONSTRUCTION TENT SITE 1 - LIMITS OF CONSTRUCTION

TENT SITE 2 - LIMITS OF CONSTRUCTION

GENERAL NOTES

A N

D T

E N

T S

E S L

S O

F C

O N

S T

R U

C T

B C

W C

R T

C .d g n

O R

M A

N K

S K

10' 20'0 10' 20'0

10' 20'0

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M M

M Y

B E

T E

M I-

D A

D E C

O U

N T

Y F

L O

L -3

E F

L O

W -W

A Y

C O

N T

R A

C T

A P

H A

S E I P

R O J E

C T

W E

C E

R P

C A

Y N

E B

A Y C

O A

S T

A L W

E T

L A

N D

P U

M P S

T A

N S -7

R E

C R

E A

N A

L S

E S

FINAL BCOES CERTIFICATION

E 871977.51

N 431669.52

E 872014.51

N 431669.52

KIOSK

INFORMATION

E 876374.71

N 431593.54

E 876410.71

N 431593.54

TENT SITE 1

CONSTRUCTION FOR THE KIOSK AND TENT SITES.

1. CONTRACTOR SHALL CLEAR AND GRUB THE ENTIRE LIMITS OF

E 872014.51

N 431615.52

E 871977.51

N 431615.52

E 876374.71

N 431559.54

E 876410.71

N 431559.54

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M M

M Y

B E

T E

M I-

D A

D E C

O U

N T

Y F

L O

L -3

E F

L O

W -W

A Y

C O

N T

R A

C T

A P

H A

S E I P

R O J E

C T

W E

C E

R P

C A

Y N

E B

A Y C

O A

S T

A L W

E T

L A

N D

P U

M P S

T A

N S -7

R E

C R

E A

N A

L S

E S

FINAL BCOES CERTIFICATION

GENERAL STRUCTURAL NOTES

STRUCTURAL STEEL AND METAL FABRICATION

ABBREVIATIONS

LLH

L/W

H.S.

GALV

FES

F.H.

EXIST

EL.

DWG

DIA

D/S

D.V. MH.

D.V.

D.P.

D.I.

CONC

CMP

CLR

CJP

CLJ

C/L

C.R.S.

C.I.

C&G

BOT

BITUM

B/L

APPROX

ALUM

ALT. SP.

ALT W/

LONG LEG HORIZONTAL

LONG

LANDWARD

INSIDE FACE

HEIGHT

HIGH STRENGTH

GALVANIZED

GAS

FAR SIDE

FAR FACE

FLARED END SECTION

FIRE HYDRANT

EXISTING

EACH WAY

EQUALLY SPACED

ELEVATION

EXPANSION JOINT

EACH FACE

ELECTRICAL

DRAWING

DIAMETER

DOWNSTREAM

DRAIN VALVE MANHOLE

DRAIN VALVE

DRAIN PIPE

DROP INLET

DRAIN

CONCRETE

CORRUGATED METAL PIPE

CLEAR

CLEAR COVER

COMPLETE JOINT PENETRATION

CONTROL JOINT

CONSTRUCTION JOINT

CATCH BASIN

CENTER LINE

CORROSION-RESISTANT STEEL

CAST IRON

CURB & GUTTER

CENTER

BOTTOM

BOTTOM LAYER

BITUMINOUS

BOTTOM FACE

BASELINE

AZIMUTH

APPROXIMATE

ALUMINUM

ALTERNATE SPACING

ALTERNATE WITH

W/L

W.M.

UNO

UGND

U/S

TYP

T.O.C.

TEL.M.H.

T&B

STD. HK.

STA.

SST

SPEC

SB/L

SAN

S.C.O.

R/W

REF

P.T.

P.C.

OPT.

O.C.

N.T.S.

MISC

MIRR

MIN

MAX

LLV

WIDTH

WALL LINE

WATER METER

WATER

WATER MAIN

UNLESS NOTED OTHERWISE

UNDERGROUND

UPSTREAM

TYPICAL

TEST PILE

TOP OF CONCRETE

TOP LAYER

TOP FACE

TELEPHONE MANHOLE

TRENCH DRAIN

TOP AND BOTTOM

TELEPHONE

STANDARD HOOK

STATION

STAINLESS STEEL

SPECIFICATIONS

SUBBASELINE

SANITARY

SEWER CLEANOUT

SEWER

RIVERWARD

REFERENCE

POINT OF TANGENCY

POINT OF CURVATURE

POWER

OFFSET

OPTIONAL

OUTSIDE FACE

OUTSIDE DIAMETER

ON CENTER

NEAR SIDE

NUMBER

NEAR FACE

NOT TO SCALE

MISCELLANEOUS

MIRRORED

MINIMUM

MANHOLE

MAXIMUM

LIGHT STANDARD

LIGHT POLE

LONG LEG VERTICAL

CAST-IN-PLACE CONCRETE & PRE-CAST CONCRETE

3. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE NOT SHOWN TO SCALE.

VERIFY ACTUAL DIMENSIONS IN THE FIELD.

2. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) ARE APPROXIMATE. CONTRACTOR SHALL

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD88.

REINFORCEMENT.

6. ALL EMBEDDED STAINLESS STEEL SHALL MAINTAIN A MINIMUM 1" CLEARANCE FROM

PLACEMENT SHALL BE CUT, GRINDED DOWN, AND GROUTED OVER.

5. ALL EMBEDDED LIFTING LUGS SHALL BE 316 SST. LIFTING LUGS INTENDED TO BE REMOVED AFTER

PAINTED/COATED AS SPECIFIED.

4. ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND AREAS, ETC. SHALL BE

FILLET WELD SHALL BE IN ACCORDANCE WITH AISC MINIMUM WELD SIZE.

WATERTIGHT BY A CONTINUOUS FILLET WELD ALONG ALL EDGES OF THE CONTACT. THE

3. STEEL SURFACES IN CONTACT WITH MEMBERS INTENDED TO BE SUBMERGED SHALL BE SEALED

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

2. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS AND INDICATE ONLY SIZE AND

OTHERWISE NOTED.

GALVANIZED BOLTS, NUTS, WASHERS AND MISCELLANEOUS HARDWARE, UNLESS

1. FURNISH BOLTS WITH ONE NUT AND TWO WASHERS UNLESS OTHERWISE NOTED.

STRUCTURAL DESIGN LOADS

ASSUMED SACRIFICIAL STEEL LOSS ............................................................................................210 MILS

ESTIMATED SERVICE LIFE.............................................................................................................75 YEARS

MAINTENANCE SURCHARGE (SHEET PILE DESIGN) ....................................................................500 PSF

OTHERWISE NOTED ON THE DRAWINGS:

THE FOLLOWING SERVE AS THE BASIS OF THE DESIGN FOR THE PRECAST BUILDING UNLESS

Kzt .................................................................................................................................................................1.0

EXPOSURE CLASSIFICATION .....................................................................................................ENCLOSED

EXPOSURE CATEGORY................................................................................................................................D

BUILDING CLASSIFICATION.....................................................................................................CATEGORY II

BASIC WIND SPEED ..........................................................................................................................170 MPH

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

THE FOLLOWING WINDLOADS SERVE AS THE BASIS OF THE DESIGN FOR THE PRECAST BUILDING

MAINTENANCE SURCHARGE (OPERATION DECK DESGN) ..........................................................250 PSF

GRATING .............................................................................................................................................100 PSF

ROOFS ...................................................................................................................................................50 PSF

THE DRAWINGS (REFERENCE ASCI 7 (2010)):

THE FOLLOWING LIVE LOADS SERVE AS THE BASIS OF DESIGN UNLESS OTHERWISE NOTED ON

THE DRAWINGS.

OF REINFORCEMENT WILL BE DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON

13. BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A MAXIMUM. ACTUAL SPACING

12. NO WELDING OF REINFORCEMENT SHALL BE PERMITTED.

APPROVED.

ANY SPLICE CONSIDERED EXCESSIVE BY THE CONTRACTING OFFICER WILL NOT BE

SPLICES IN EACH INDIVIDUAL STRUCTURAL ELEMENT SHALL BE HELD TO A MINIMUM AND

CONSTRUCTABILITY AND APPROVED BY THE CONTRACTING OFFICER. THE NUMBER OF

THE SMALLER BAR BEING LAPPED. SPLICES MAY BE MADE WHERE ESSENTIAL FOR

LAPS AND HOOKS" TABLE SHOWN ON SHEET S-02. SPLICE LENGTHS SHALL BE BASED ON

11. REINFORCEMENT…

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