PLANS__HHD_HP1_18R0013.pdf

PDF 34 MB Posted Mar 23, 2018

Attached to: Herbert Hoover Dike Rehabilitation, Structure Replacements S-288 (HP-1) Reconstruction, Glades County, Florida
Solicitation number: W912EP18R0013
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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HHD HP-1 PLANS

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$AFETY PAY$

Risk

Lower

Quality

Increased

In Many Ways!

Jacksonville District of Engineers

US Army Corps

PRO

DUCTI

O N

CREASED

STRUCTURE REPLACEMENT

PLANS

FOR CONSTRUCTION OF

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

TO ACCOMPANY INVITATION

"INCREASE PROFIT -- SUBMIT VECP'S"

HERBERT HOOVER DIKE REHABILITATION

NO. W912EP-18-R-XXXX

GLADES COUNTY, FLORIDAGLADES COUNTY, FLORIDA

S-288 (HP-1) RECONSTRUCTION

114527-HHDRCRHP-2-GI000.dgn

G-01

G E

N E

R A

E X T

O D

R A

G S

C .W .H

-H

H D

C R

H P -G

.d g n

INDEX TO DRAWINGS

TITLE

GENERAL

DWG NODWG NO DWG NO TITLE

HERBERT HOOVER DIKE REHABILITATION

STRUCTURE REPLACEMENT

S-288 (HP-1) RECONSTRUCTION

INDEX TO DRAWINGSG-01

G-02 ABBREVIATIONS AND REFERENCE SYMBOLOGY

G-03

G-04

SURVEY

V-01

CIVIL

C-02

C-03

C-05

C-04

C-07

C-06

C-08

C-10

C-09

C-12

C-14

C-13

C-16

C-15

C-01

PHASE I - COFFERDAM CROSS SECTIONS

PHASE II - EXCAVATION CROSS SECTIONS

PHASE II - EXCAVATION PLAN

PHASE II - EXCAVATION CONTOUR PLAN

PHASE I - COFFERDAM ARMORING PLAN AND SECTIONS

STRUCTURAL

ELECTRICAL

E-01

T-02

SYMBOL LEGEND

E-02

E-03

E-04

E-05

E-06

E-07

E-08

E-09

E-10

ABBREVIATIONS AND GENERAL NOTES

STRUCTURE ELECTRICAL PLAN, SHEET 1

STRUCTURE ELECTRICAL PLAN, SHEET 2

OPERATING PLATFORM DETAILS

CONTROL SCHEMATIC

CONDUIT, CIRCUIT AND PANEL BOARD SCHEDULES

ELECTRICAL DETAILS, SHEET 1

ELECTRICAL DETAILS, SHEET 2

T-03

T-04

T-05

T-06

TELECOMMUNICATIONS

T-01 LEGEND AND SYMBOLS

SUTRON SYSTEM MONITORING DIAGRAM

SUTRON SYSTEM COMPONENTS

SUTRON PANEL WIRING DIAGRAM, SHEET 1

SUTRON PANEL WIRING DIAGRAM, SHEET 2

TITLE

PHASE III - STRUCTURE INSTALLATION PLAN

MECHANICAL

M-01

M-02

RESOURCE

C .D .R

C-11

PHASE III - STRUCTURE INSTALLATION CROSS SECTIONS

PHASE III - STRUCTURE INSTALLATION DETAILS - DRAINAGE

PHASE IV - EMBANKMENT RECONSTRUCTION PLAN

PHASE II - EXCAVATION SEEPAGE PROTECTION PLAN

STRUCTURAL

T-07

T-08

T-11 RTU RADIO BRACKET

INCLINOMETER DETAILS

M-03

STILLING WELL PLAN, AND ELEVATIONS

STILLING WELL SECTIONS AND SCHEMATIC

STILLING WELL SECTIONS AND DETAILS

SITE ACCESS, SURVEY MARKERS, VICINITY AND LOCATION MAPS

M .C

S-01

S-02

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-16

S-17

S-18

GENERAL NOTES

HEADWALL ELEVATIONS

S-03

GENERAL PLAN

GENERAL PROFILE

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-32

S-34

S-35

S-36

S-37

S-38

S-39

S-40

S-41

S-42

S-44

S-45

S-46

S-47

S-48

S-49

S-50

S-51

S-52

S-53

S-54

S-55

S-56

S-57

S-58

S-59

S-60

S-61

S-62 SIGN DETAILS

S-63

LAKESIDE WINGWALL

LANDSIDE WINGWALL

BULKHEAD SLOT DETAILS AND METAL FABRICATIONS

BULKHEAD SILL AND ARMOUR DETAILS

LANDSIDE HEADWALL FIXTURES

HEADWALL ACCESSORIES

TYPICAL DETAILS MANATEE SCREEN PLAN AND SECTIONS

60"x60" COMBINATION GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

60"x60" COMBINATION GATE. FRAME ASSEMBLY ELEVATION AND WALL THIMBLE

60"x60" COMBINATION GATE. FRAME ASSEMBLY ELEVATION AND SECTIONS

60"x60" COMBINATION GATE. SLIDE GATE ASSEMBLY, ELEVATION AND SECTIONS

60"x60" COMBINATION GATE. FLAP GATE ASSEMBLY

60"x60" COMBINATION GATE. FLAP GATE PIVOT ARM ASSEMBLY

MISCELLANEOUS CONCRETE DETAILS

TYPICAL HANDRAIL DETAILS

RUNG LADDER AND FALL PROTECTION ANCHOR DETAILS

VERTICAL LADDERS AND SHIP LADDER DETAILS

REMOVEABLE FALL PRROTECTION COVERS

S-33 LAKESIDE HEADWALLS SCOUR CUTOFF WALLS

S-43

LAKESIDE HEADWALL SECTIONS

LAKESIDE HEADWALL FOUNDATION PLAN AND SECTIONS

LAKESIDE HEADWALL FOUNDATION SECTIONS AND DETAILS

LAKESIDE HEADWALL PLAN EL 7.0 AND EL 17.5

LAKESIDE HEADWALL PLAN EL 25.0

LANDSIDE HEADWALL FOUNDATION PLAN AND SECTIONS

LANDSIDE HEADWALL FOUNDATION SECTIONS AND DETAILS

LANDSIDE HEADWALL PLAN EL 7.0 AND EL 17.5

LANDSIDE HEADWALL PLAN EL 25.0

LANDSIDE HEADWALL SECTIONS

OUTLET CONDUIT CONCRETE ENCASEMENT

OUTLET CONDUIT CONCRETE ENCASEMENT CONSTRUCTION SEQUENCE

LAKESIDE HEADWALL REINFORCEMENT

LANDSIDE HEADWALL REINFORCEMENT

OUTLET CONDUIT CULVERT REINFORCEMENT

LANDSIDES HEADWALLS SCOUR CUTOFF WALLS

LAKESIDE WINGWALL REINFORCEMENT

LANDSIDE WINGWALL REINFORCEMENT

LAKESIDE HEADWALL FIXTURES

LAKESIDE HEADWALL RAILING PLAN AND ELEVATION

LANDSIDE HEADWALL RAILING PLAN AND ELEVATION

TYPICAL DETAILS MANATEE SCREEN DETAILS AND PARTS

60"x60" COMBINATION GATE. SLIDE GATE ASSEMBLY, ELEVATION AND SECTIONS

TYPICAL CONTROL BUILDING - PLAN AND SECTIONS

STEEL COFFERDAM PLAN, ELEVATION AND DETAILS

R-01

R-02

R-03

RESOURCE

HP_CULVERT_SHEET_1_DO_463-25, 182-1

HP_CULVERT_SHEET_2_DO_463-25, 182-1

HP_CULVERT_SHEET_3_DO_463-25, 182-1

BY-PASS PUMPING PLAN

CONSTRUCTION LIMITS, BORING LOCATIONS, WORK LIMITS, STAGING AREAS AND

PHASE I - BY-PASS ROAD AND COFFERDAM PLAN

PHASE I - BY-PASS ROAD AND COFFERDAM CONTOUR PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION ACCESS RAMP AND PLATFORM PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION CONTOUR PLAN

PHASE IV - EMBANKMENT RECONSTRUCTION SURFACING PLAN

ELECTRICAL SITE PLAN

PHASE IV - EMBANKMENT AND PIEZOMETER RECONSTRUCTION DETAILS

EXISTING CONDITIONS AND CONSTRUCTION LIMITS PLAN

SOLAR PANEL WIRING DIAGRAM

SOLAR POWER PANEL INSTALLATION DETAIL

T-09

T-10

ANTENNA POLE DETAILS

INCLINOMETER INSTALLATION DETAILS

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

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T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

TERMS AND ABBREVIATIONS LINE SYMBOL KEY

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

NONPOTABLE WATER SUPPLY

RIGHT-OF-WAY

PROPERTY LINE

IDENTITY SYMBOL KEY

SECTION

SCALE: A SCALE: A

DETAIL

SECTION

SCALE: A

PLAN

SCALE: A

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

M-511

DETAIL IDENTIFICATION

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

S-203

SECTION IDENTIFICATION

SCALE REFERENCE

SECTION TITLE

DRAWING WHERE CUT

M-102

SECTION IDENTIFICATION

SCALE REFERENCE

DETAIL TITLE

DRAWING TAKEN FROM

DRAWINGS WHERE CUT

SECTION TITLE W/ MULTIPLE CALLOUTS

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

EMBANKMENT TYPICAL SECTION

MARK No. CALLOUT MARK TITLE

INTERIOR ELEVATION

4 REQ'D

PART

WITH ASYMETRICAL SCALES

DRAWING TITLE

DRAWING TITLE (TYP)

SCALE REFERENCE

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

AND MARK No.

NOMENCLATURE

VERTICAL SCALE: B

HORIZONTAL SCALE: A

QUANTITY REQUIRED

SCALE REFERENCE

DRAWING WHERE SHOWN

DETAIL IDENTIFICATION

DETAIL BOUNDRY

A-302

S-205

S-206

S-203

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

S-706

OBJECT REFERENCED

S-506

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

A-201

A-202

F H

A-202

(CONCST)

CONCRETE

CAST-IN-PLACE

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

REFERENCE SYMBOL KEY

REDUCED TO FIT

REDUCED TO FIT REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED TO FIT

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

(TSAEC.RSC ~ LINE STYLES ARE RELATIVE)

X'-X"

EL 45.0

14 14OR

REDUCED TO FIT

Mk. M-614-6

BUSHING MARK M-614-6

COMMUNICATION, OVERHEAD

(EARTH)

EMBANKMENT FILL

CROSS SECTION MATERIAL SYMBOL KEY

SOIL BENTONITE

POUND FORCELBF

ANGLEL

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

INVERT ELEVATIONINV EL

INVERTINV

INCH POUNDIN-LB

INSIDE DIAMETERID

HEIGHTHT

HIGH PERFORMANCE TURF REINFORCEMENT MATHPTRM

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

CENTERCTR

CONSTRUCTION SPECIFICATIONS INSTITUTECSI

CONCRETE REINFORCING STEEL INSTITUTECRSI

CHANGE ORDER REQUESTCOR

CONCRETECONC

CONTRACTING OFFICERCO

CLEARCLR

CENTERLINECL

BETWEENBTWN

BOTTOMBOT

BELOWBLW

BULKHEADBLKHD

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

APPENDIXAPPX

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ALTERNATEALT

ALIGNMENTALNMT

ALLOWANCEALLOW

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ASPHALT INSTITUTEAI

ADDENDUMADDM

ADDITIONALADDL

ACROSSACR

AMERICAN CONCRETE INSTITUTEACI

ABNORMALABNL

ABANDONABAN

ARCHITECT/ENGINEERA/E

WP WORKING POINT

TABLE OF CONTENTS GENERAL SYMBOLOGY

WORKING POINTWP

WITHOUTW/O

WITHW/

UNDER GROUND ELECTRICUGE

TYPICALTYP

SYSTEMSYS

SYMMETRICALSYMM

SYMBOLSYM

SST STAINLESS STEEL TYPE

SQUARE FEETSQ FT

SQUARESQ

SPECIFICATIONSPEC

SPOT ELEVATIONSP EL

RIGHT OF WAYR.O.W.

REQUEST FOR INFORMATIONRFI

REVISIONREV

REQUIREDREQD

REFERENCEREF

RECP ROLLED EROSION CONTROL PRODUCT

RADIUSR

QUANTITYQTY

PROPERTYPROP

PROJECTPROJ

PAIRPR

PART NUMBERPN

OPPOSITEOPP

OUTSIDE DIAMETEROD

CENTEROCON

OVERALLOA

NOT TO SCALEN.T.S.

NORMALNORM

NOMINALNOM

NUMBERNO.

NOT IN CONTRACTNIC

NIBS NATIONAL INSTITUTE OF BUILDING SCIENCES

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NATIONAL ELECTRIC CODENEC

MEAN SEA LEVELMSL

MINIMUMMIN

MAXIMUMMAX

MATERIALMATL

LARGELRG

LINEAR FOOTLF

POUNDSLBS

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US Army Corps

Jacksonville District

DEPENDS ON YOU

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SITE ACCESS

N.T.S.

LEVEE L-50

TIE BACK

HP-1

LEVEE L-50

TIE BACK

G-03

G E

N E

R A

-H

H D

R C

R H

P -G

I0 .D

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C .D .R

VICINITY MAP

LOCATION MAP

N.T.S.

Y A

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O C

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N M

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E A

C C

E S

S S

U R

V E

Y M

A R

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R S

S-288 (HP-1) SURVEY MARKERS

N.T.S.

PROJECT LOCATION

HERBERT

H O

O V E R D

E E

M B

A N

K M

E N T

R E

D B

A R

N R

SIXMILE MARSH

SNAKEPENS RD

FISHEATING BAY

LAKE OKEECHOBEE

C -4

A N

A L

ELEVATION 29.09'

E. 633600.98 N. 969100.15

PID AE6404

CONTROL POINT "POND"

ELEVATION 14.80'

E. 629671.85 N. 967058.46

PID AE6452

CONTROL POINT "H439"

ELEVATION 16.44'

E. 634013.04 N. 968333.63

"SFWMD C41 H78 2007"

CONTROL POINT

M .C

C -4

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C -4

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IN THE CONTRACT.

5. CONTRACTOR SHALL LAYOUT ALL WORK USING CONTROLS PROVIDED

AMERICAN VERTICAL DATUM 1988 (NAVD).

4. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NORTH

GOVERNMENT OFFICIALS AND STATE PERSONNEL.

3. CONSTRUCTION ACCESS IS SHARED WITH OTHER CONTRACTORS,

01 11 00 LOCATION AND ACCESS.

2. ACCESS AT S.R. 78 IS GATED. REFER TO SPECIFICATION SECTION

TIE BACK LEVEE L-50 IN ACCORDANCE WITH EM 385-1-1 SECTION 08.C

VEHICLE ACCESS AT THE INTERSECTION OF STATE ROAD 78 AND

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL FOR CONSTRUCTION

NOTE:

KEY WEST

TALLAHASSEE

JACKSONVILLE

TAMPA

ORLANDO

COCOA

FT MYERS

MIAMI

BEACH

WEST

PALM

LAKE

OKEECHOBEE

PENSACOLA

ALABAMA

GEORGIA

ATLANTIC OCEAN

GULF OF MEXICO

OF WORK

LOCATION

FLORIDA

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

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721A

LANDSIDE

HARNEY POND CANAL C-41

HP-1

100'50'050'

LEGEND:

NOTES

0.26 ac. ±

STAGING STORAGE

CONSTRUCTION

REMOVE TREES WITHIN LIMITS OF

BORING DESCRIPTIONS.

SOIL BORING, REFER TO SPECIFICATIONS FOR

FOR PROBE DESCRIPTIONS.

SEDIMENT PROBES, REFER TO SPECIFICATIONS

PROBE DESCRIPTIONS.

TEST PIT, REFER TO SPECIFICATIONS FOR

LAND

OF FLORIDA OWNED

SEMINOLE TRIBE

ACCORDANCE WITH SPECIFICATION 01 50 02.

4. INSTALL CONSTRUCTION FENCING IN

SUBMITTAL.

SHOWN ON CONTRACTORS WORK PLAN

BE DETERMINED BY THE CONTRACTOR AND

PARKING AREAS AND TRAILER LOCATION ARE TO

3. CONSTRUCTION STAGING STORAGE IS SHOWN.

RIGHT-OF-WAY.

2. CONSTUCTION LIMITS ARE WITHIN THE FEDERAL

PUMPING SYSTEM REQUIREMENTS.

1. REFER TO SPECIFICATION 01 11 00 FOR BYPASS

E 633218 N 970722

HHD17-S288-CB-1

E 633242 N 970649

HHD16-S288-TP-1

E 633434 N 970441

HHD16-S288-CB-1

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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E 633190.46

N 970207.43

E 633521.35

N 970251.86

E 633049.00 N 971232.12

E 633383.70 N 971277.06

HHD13-S288-CB-1

E 633189.87 N 970592.44

HHD13-S288-CB-8

E 633205.16 N 970739.62

HHD13-S288-CB-2

E 633157.43 N 970779.70

HHD13-S288-CB-4

E 633062.47 N 971221.82

E 633157.35 N 971083.21

E 633136.80 N 971231.80

E 633200.90

N 970220.94

E 633180.37

N 970369.37

E 633083.02 N 971073.23

AND/OR PUMPS

BYPASS INTAKE PIPES

ASSUMED LOCATION OF

E 633356 N 970692

HHD-HP1-2

E 633377 N 970657

HHD-HP1-1

E 633419 N 970641

HHD-HP1-3

E 633455 N 970651

HHD-HP1-10

E 633419 N 970641

HHD-HP1-3

E 633382 N 970856

HHD17-S288-CB-3

0.26 ac. ±

STAGING STORAGE

E 633323 N 970828

HHD17-S288-CB-2

E 633311 N 970798

HHD16-S288-TP-2

DIRT ROAD

R.O.W.

FEDERAL

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

E 633180.84 N 970865.25

HHD13-S288-CB-6

E 633290.83 N 970750.54

CB-HP-1-R

E 633363.17 N 970723.19

HHD13-S288-CB-3

E 633318.17 N 970845.89

HHD13-S288-CB-5

E 633384.06 N 970861.19

HHD13-S288-CB-7

E 633255.27 N 970379.59

E 633275.23 N 970230.92

AND/OR PUMPS

BYPASS INTAKE PIPES

ASSUMED LOCATION OF

E 633130 N 970833

HHD-HP1-18

E 633166 N 970793

HHD-HP1-17

E 633211 N 970783

HHD-HP1-16

E 633419 N 970803

HHD-HP1-4

E 633428 N 970692

HHD-HP1-7

E 633473 N 970692

HHD-HP1-8

E 633464 N 970813

HHD-HP1-5

E 633555 N 970813

HHD-HP1-6

E 633554 N 970601

HHD-HP1-12

E 633545 N 970712

HHD-HP1-9

E 633491 N 970409

HHD-HP1-13

E 633536 N 970409

HHD-HP1-14

E 633582 N 970399

HHD-HP1-15

WHEN IMPACTED BY CONSTRUCTION)

(TO BE REMOVED AND REPLACED

EXISTING BARBED WIRE FENCE

LAKESIDE

EXISTING EMBANKMENT ROAD

H P -1 C

A N

A L

H P -1 C

A N

A L

-5

-5 -5

-5

LANDSIDE

NOTES:

HARNEY POND CANAL C-41

HP-1

6. REFER TO SURVEY 12-211.

TIME.

AS INDICATING THE GENERAL CONDITIONS AT THAT

FEBRUARY 2013 AND CAN ONLY BE CONSIDERED

COMPLETED BETWEEN 10 DECEMBER 2012 AND 7

REPRESENTS THE RESULTS OF FIELD WORK

5. THE INFORMATION DEPICTED BY THIS SURVEY

FEET.

NGVD29 ELEVATION = NAVD88 ELEVATION +1.34

ELEVATION TO NGVD29 ELEVATION IS +1.34 FEET,

4. THE CONVERSION FACTOR FROM NAVD88

SURVEY FEET.

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) US

3. ELEVATIONS ARE REFERENCED TO THE NORTH

GEODETIC SURVEYS OPUS WEBSITE.

PROCESSING THROUGH THE NATIONAL

FROM STATIC GPS OBSERVATIONS AND

SURVEY. THE COORDINATES WERE ESTABLISHED

COORDINATES WERE USED TO CONTROL THE

FLORIDA EAST ZONE, US SURVEY FEET. NGS

FLORIDA STATE PLANE COORDINATE SYSTEM,

THE NORTH AMERICAN DATUM OF 1983 (2007),

2. HORIZONTAL COORDINATES ARE REFERENCED TO

THE HARNEY POND CANAL.

THE RIGHT OF WAY LIMITS AND/OR FENCING OF

OKEECHOBEE. ALL WORK WAS CONDUCTED WITHIN

APPROXIMATELY 4.5 MILES UPSTREAM FROM LAKE

PORTION OF THE HARNEY POND CANAL

STRUCTURES HP-1, 2, 3, 5, 6 AND 7, ALONG A

SURVEY FOR THE LAND AND CANAL ADJACENT TO

1. THIS IS A HYDROGRAPHIC AND TOPOGRAPHIC

100'50'050'

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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EXISTING WINGWALL

HEADWALL

EXISTING CONCRETE

EXISTING RIPRAP

FENCE

BARBED WIRE

EXISTING

FENCE

BARBED WIRE

EXISTING

DIRT ROAD

R.O.W.

FEDERAL

BEAM

CONCRETE

EXISTING

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CULVERTS

EXISTING

LAKESIDE

EXISTING EMBANKMENT ROAD

H P -1 C

A N

A L

H P -1 C

A N

LANDSIDE

C-03

C-41

HARNEY POND CANAL

LAKESIDE

TOP EL. 25.0

COFFERDAM

SHEET PILE

DIRT ROAD

T O

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80'40'040'

GRAPHIC SCALE

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SPECIFICATION 01 11 00.

MUST BE SUBMITTED BY THE CONTRACTOR, SEE

ELECTED, A TEMPORARY TURNOUT DESIGN PLAN

ELECT TO DESIGN AND CONSTRUCT TURNOUTS. IF SO

TRAFFIC ON THE BYPASS ROAD. CONTRACTOR MAY

TRAFFIC. CONTRACTOR SHALL CONTROL AND DIRECT

9. THE BYPASS ROAD WAS DESIGNED FOR ONE-WAY

COFFERDAM PRIOR TO CONSTRUCTION.

8. CLEAR AND GRUB AREAS FOR EARTHEN PLUGS AND

COFFERDAM.

OF LANDSIDE AND LAKESIDE DRIVEN PILE

7. REFER TO STRUCTURAL DRAWINGS FOR ELEVATIONS

BARRIERS PER THE SPECIFICATIONS.

AND MONITORING PLAN, INCLUDING TURBIDITY

6. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL

REINSTALLATION AT PHASE IV RECONSTRUCTION.

AND GATE IMPACTED BY HP-1 CONSTRUCTION FOR

5. REMOVE AND STORE EXISTING GUARDRAIL, FENCE,

BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

SYSTEMS ARE IN PLACE, COMPLETE AND APPROVED

BE DEGRADED OR EXCAVATED UNTIL THE COFFERDAM

4. NO PORTION OF THE EXISTING EMBANKMENT SHALL

THE TEMPORARY COFFERDAM.

OPERATIONAL BEFORE BEGINNING INSTALLATION OF

3. BYPASS PUMPING SYSTEM SHALL BE FULLY

AREA.

GOVERNMENT USE. SEE SHEET G-04 FOR STORAGE

CONSTRUCTION TO BE STOCKPILED ON SITE FOR

2. EXISTING RIPRAP REMOVED TO ACCOMMODATE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

LEGEND:

CONCRETE BARRIER

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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d s .u s a c e .a rm y .m il :S

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F \H e rb e rt H o o v e r

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H P

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C iv il \C -0

S -2

H P -1

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EL. 18.50

E 633200.56

N 970555.41

PC STA. 3+28.63

SEE SHT. C-03

BARRIER

CONCRETE

C-03

TOP EL. 17.0

SHEET PILE COFFERDAM

C-03

EL. 18.50

E 633160.07

N 970652.09

PT STA. 4+34.66

EL. 18.50

E 633154.06

N 970901.74

PT STA. 6+87.72

E 633457.51

N 970497.10

SHEET PILE

CENTERLINE

R.O.W.

FEDERAL

E 970862.15

N 633110.12

SHEET PILE

CENTERLINE

E 970789.00

N 633119.94

SHEET PILE

CENTERLINE

E 633435.94

N 970657.84

SHEET PILE

CENTERLINE

E 633441.32

N 970664.90

SHEET PILE

CENTERLINE

E 633415.40

N 970857.76

SHEET PILE

CENTERLINE

E 633408.36

N 970863.19

SHEET PILE

CENTERLINE

E 633387.60

N 971017.81

SHEET PILE

CENTERLINE

M .C

C .W .H

C .D .R

-H

H D

R C

R H

P -C

F .D

G N

PLUG TOE

EARTHEN

PLUG CREST

EARTHEN

EMBANKMENT

TOP OF

E 633350.26

N 970545.72

PLUG END

CENTERLINE EARTHEN

PLUG CREST

EARTHEN

PLUG TOE

EARTHEN

EL. 18.50

E 633140.51

N 970797.81

PC STA. 5+81.69

E 633448.46

N 970558.93

E 633394.28

N 970962.30

ROAD/COFFERDAM

CREST OF BYPASS

ROAD/COFFERDAM

TOE OF BYPASS

ELEVATION

MATCH EXISTING

E 633377.83

N 970283.03

PC STA. 0+00.00

ELEVATION

MATCH EXISTING

E 633252.26

N 971208.96

PT STA. 10+13.88

E 633330.44

N 970953.69

PLUG END

CENTERLINE EARTHEN

EL. 35.50

E 633337.94

N 970378.28

PT STA. 1+04.46

EL. 35.50

E 633238.91

N 971106.57

PC STA. 9+09.43

R C

J .S .F

C .B .G

W .E .S

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R H

P -S -0

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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M Z

O N

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C K

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$STAMP$

p w \C

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A J P

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A J P

W \D o c u m e n ts \C

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

H P

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S -2

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50 PSF

250 PSF

ROOFS

COORDINATION

PRECAUTIONS

CONSTRUCTION LAYOUT

CAST-IN-PLACE CONCRETE

REINFORCEMENT FOR CAST-IN-PLACE CONCRETE

CONCRETE FINISHES:

CONNECTIONS:

PLACING CONCRETE.

WITH THE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS PRIOR TO

CONTRACTOR SHALL COORDINATE ALL PIPE AND CONDUIT LOCATIONS THROUGH CONCRETE

AND/OR ORIENTATION OF STRUCTURES.

DRAWINGS ONLY. STRUCTURAL DRAWINGS DO NOT NECESSARILY SHOW TRUE LOCATION

FOR THE ACCURATE LOCATION AND ORIENTATION OF STRUCTURES, REFER TO THE CIVIL

STRUCTURAL DESIGN LOADS

ON THE DRAWINGS (REFERENCE ASCE 7 (2010)):

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

PRECAST CONCRETE BUILDING:

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

THE FOLLOWING WIND LOADS SERVE AS THE BASIS OF DESIGN FOR PRECAST BUILDING

Kzt

BUILDING HEIGHT

MEAN ROOF HEIGHT (h)

ENCLOSURE CLASSIFICATION

EXPOSURE CATEGORY

BUILDING CLASSIFICATIONS

BASIC WIND SPEED

1.5

9ft - 10in

ENCLOSED

CATEGORY II

150 MPH

MAINTENANCE SURCHARGE 300 PSF

GRATING

WHERE THE ABOVE DOES NOT SPECIFICALLY DEFINE IT. A CLASS B FINISH SHALL BE USED.

CLASS D FINISH SHALL BE USED FOR ALL SURFACES TO BE BACKFILLED AND NOT EXPOSED TO VIEW.

INTERIOR AND EXTERIOR SURFACES OF ALL WATER CONTAINING STRUCTURES AND BUILDINGS.

CLASS B FINISH SHALL BE USED FOR ALL SURFACES EXPOSED TO VIEW INCLUDING BOTH THE

REINFORCEMENT LENGTH TABLE

STANDARD HOOK EMBEDMENT

3 4 5 6 7 8 9 10BAR SIZE/LENGTH

LAP SPLICE

BAR EMBEDMENT

6" "4 36 "2

18 10" "4 311 "2

113 15" "4

(f'c = 4,000 PSI)

"2 110 "4

115"2 14 6" "2

17 9" 12" "2

19" 48" 67"

REINFORCEMENT LENGTH TABLE

3 4 5 6 7 8 9 10BAR SIZE/LENGTH

LAP SPLICE

BAR EMBEDMENT

(f'c = 2,500 PSI)

47"

18" 24" 60" 85"

23" 31" 39"

30" 36"

68"

53"

78" 88"

68"

99"

76"

110"

14" 24" 29" 42" 54" 61"

19" 25" 31" 37" 54" 62" 70" 79" 87"

17"

SHOWN ON DRAWINGS ARE MAXIMUM SPACING DIMENSIONS.

TO START AND END AT A MAXIMUM OF ONE HALF OF THE ADJACENT BARS SPACING. BAR SPACING

THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS AND TIES IN COLUMNS ARE

CLEAR COVER.

REINFORCEMENT PARALLELING CONSTRUCTION JOINTS SHALL HAVE A MINIMUM OF 2 INCHES OF

REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.

REINFORCEMENT LENGTH TABLES INCREASED BY A FACTOR OF 1.3.

THE BAR) SHALL HAVE THE EMBEDMENT LENGTH AND LAP SPLICE LENGTH SPECIFIED IN THE

SHOW ON THIS SHEET. ALL TOP BARS (BARS WITH MORE THAN 12 INCHES OF CONCRETE BELOW

EMBEDMENT LENGTHS SHALL BE IN CONFORMANCE WITH THE REINFORCEMENT LENGTH TABLES

FOR DIFFERENT BAR SIZES, THE SPLICE LENGTH SHALL BE BASED ON THE SMALLER BAR SIZE.

LAP SPLICES SHALL BE CLASS B AND CONFORM TO THE TABLE SHOW ON THIS SHEET.

OTHER COVER REQUIREMENTS ARE SHOWN ON THE STRUCTURAL DRAWINGS.

CLEAR COVER SHALL BE 2 INCHES FOR SECTIONS 12 INCHES OR LESS IN THICKNESS.

THAN 24 INCHES IN THICKNESS.

CLEAR COVER SHALL BE 3 INCHES FOR SECTIONS GREATER THAN 12 INCHES BUT LESS

IN THICKNESS.

CLEAR COVER SHALL BE 4 INCHES FOR SECTIONS GREATER THAN OR EQUAL TO 24 INCHES

MINIMUM COVER FOR WALLS MANUFACTURED UNDER PLANT CONDITIONS SHALL BE 1 INCH.

SPECIFICATIONS, SECTION 03 15 00, CONCRETE ACCESSORIES.

FOR BOND BREAKER, JOINT SEALANT, AND JOINT MATERIAL SPECIFICATIONS, REFER TO

OPERATING AND CONDUIT FLOOR SLABS SHALL RECEIVE A TROWEL FINISH.

STRUCTURAL CONCRETE FOR CIVIL WORKS.

FOR CONSTRUCTION JOINT TREATMENT. SEE SPECIFICATION SECTION 03 31 01 CAST-IN-PLACE

STRUCTURAL CONCRETE FOR CIVIL WORKS AND SECTION 03 35 00 CONCRETE FINISHING.

FOR CONCRETE SURFACE REQUIREMENTS. SEE SPECIFICATION SECTION 03 31 01 CAST-IN-PLACE

STRUCTURAL CONCRETE FOR CIVIL WORKS.

FOR CONSTRUCTION TOLERANCES. SEE SPECIFICATION SECTION 03 31 01 CAST-IN-PLACE

APPROVED BY THE CONTRACTING OFFICER..

STRUCTURAL DRAWINGS, UNLESS VARIATIONS ARE DETAILED ON SHOP DRAWINGS AND

CONSTRUCTION, CONTRACTION AND EXPANSION JOINTS SHALL BE AS SHOWN ON THE

OTHERWISE NOTED.

INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS AND EDGES, UNLESS4

3PROVIDE

STRUCTURAL AND ARCHITECTURAL ABBREVIATIONS

WELDED WIRE FABRICWWF

WIDE FLANGEWF

WITHW/

WEIGHTWT

WORKING POINTWP

UNDERWRITERS LABORATORIESUL

TOP AND BOTTOMT/B

TYPICALTYP

TOP OF SLABTSL

TOP OF STEELTOS

TOP OF BEARINGTOB

THICKNESSTHK

SYMMETRICALSYMM

SYMBOLSYM

STEELSTL

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

SQUARESQ

SIMILARSIM

SHEETSHT

SQUARE FEETSF

SECTIONSECT

SECONDSEC

SCHEDULESCHD

ROUNDRND

REQUIREDREQ'D

REINFORCEMENTREINF

RADIUSR

POLYVINYL CHLORIDEPVC

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

POSITIVEPOS

PANELPNL

PLATEPL

PRECAST CONCRETEPCC

ADMINISTRATION

OCCUPATIONAL SAFETY AND HEALTHOSHA

OUTSIDE DIAMETEROD

ON CENTEROC

NEARSIDENS

NEGATIVENEG

NORTH AMERICAN VERTICAL DATUMNAVD

NOT TO SCALEN.T.S.

NUMBERNO.

MANUFACTURERS

ARCHITECTURAL METAL

NATIONAL ASSOCIATION OFNAAMM

NORTHN

MILES PER HOURMPH

MISCELLANEOUSMISC

MINIMUMMIN

MARKMK.

MANUFACTURERMFR

MECHANICALMECH

MAXIMUMMAX

LONGLG

POUNDSLBS

JOINTJT

INFORMATIONINFO

INSIDE DIAMETERID

HEIGHTSHTS

HORIZONTALHORIZ

GYPSUMGYP

GALVANIZEDGALV

GALLONGAL

COMPRESSIVE STRESS FOR CONCRETEF'C

FEETFT

FACE OF STUDFOS

FACE OF CONCRETEFOC

FINISH GRADEFG

FOUNDATIONFDN

EMBEDMENTEMB

ELEVATIONEL / ELEV

EACH WAYEW

EXPANSION JOINTEJ

EACH FACEEF

EACHEA

DOWELDWL

DRAWINGDWG

DIAMETERDIA / Ø

DETAILDET

CORROSION RESISTANT STEELCRES

CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

COLUMNCOL

CONTRACTION JOINTCNJ

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CONTROL JOINTCLJ

CENTERLINECL

CONSTRUCTION JOINTCJ

CAST IN PLACE CONCRETECIPC

CAST IRONCI

CODE OF FEDERAL REGULATIONSCFR

BOTH WAYSBW

BUILDINGBLDG

BOARDBD

ARCHITECTURALARCH

APPROXIMATEAPPROX

AMERICAN WELDING SOCIETYAWS

AMERICAN WIRE GAGEAWG

AMERICAN SOCIETY FOR TESTING MATERIALSASTM

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ALUMINUMAL / ALUM

ABOVE FINISHED FLOORAFF

AIR CONDITIONA/C

ANCHOR BOLTAB

AT@

AND&

THE GROUND WATER LEVELS ACCORDINGLY DURING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR HIS DEWATERING TECHNIQUES AND FOR MONITORING

CONSTRUCTED IN DRY CONDITIONS ONLY.

INSTALLATION OF A GIVEN STRUCTURE. STRUCTURES ARE DESIGNED TO BE FULLY

THE BOTTOM OF FOUNDATION EXCAVATIONS, AT ALL TIMES, DURING CONSTRUCTION AND

THE "DRY". THE GROUND WATER ELEVATIONS SHALL BE MAINTAINED TWO (2) FEET BELOW

ALL CAST-IN-PLACE AND PRECAST CONCRETE STRUCTURES SHALL BE CONSTRUCTED IN

AWS D1.6, STRUCTURAL WELDING CODE-STAINLESS STEEL.

ALL AUSTENITIC STAINLESS STEEL WELDING SHALL USE 3XXL FILLER METALS AS SPECIFIED IN

UNLESS OTHERWISE NOTED.

ALL STRUCTURAL STEEL WELDING SHALL USE E70XX ELECTRODES AS SPECIFIED IN AWS D1.1, BOLTS, NUTS, WASHERS AND MISCELLANEOUS HARDWARE, UNLESS OTHERWISE NOTED..

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

ENCLOSURE

INSTRUMENT

W/ CLAMPS

1" CONDUIT

SEE NOTE 4

S P

A C

O C

S P

A C

INSTRUMENT ENCLOSURE

W/ CLAMPS

1" CONDUIT

BOTH SIDES (TYP)

1/4" X 3" SLOT

HEADWALL STRUCTURE

STRUCTURE

HEADWALL

BOTH SIDES (TYP)

1/4" X 3" SLOT

SEE NOTE 4

3'-6"

DWG E-04)

(SEE ELECTRICAL

FROM COUNTERPOISE

# 4 AWG BC GROUND

DWG E-04)

(SEE ELECTRICAL

FROM COUNTERPOISE

# 4 AWG BC GROUND

3'-6"

NOTES:

SCALE: A

LANDSIDE PLAN

LAKESIDE PLAN

M-01

SCALE: A

M-02

M-01

LAKESIDE ELEVATION

SCALE: A

LANDSIDE ELEVATION

SCALE: A

M-01

M-02

"A"

2'1'01'

M-03

M E

C H

A N

A L

P L

A N

S A

N D E

L E

V A

N S

S T

G W

E L

M-01

A P

-H

H D

R C

R H

P -M

I1 .D

G N

J .D .H

M .D

S .J .P

GRAPHIC SCALE

STILLING WELL

THE STILLING WELL.

RESPONSIBLE FOR THE PROPER INSTALLATION OF

VERIFIED BY THE CONTRACTOR WHO IS SOLELY

8. DIMENSIONS AND ELEVATIONS SHOWN SHALL BE

AND ELEVATIONS BEFORE CONSTRUCTION.

7. CONTRACTOR SHALL FIELD-VERIFY PIPE LENGTHS

CIRCUIT SCHEDULE ON ELECTRICAL DRAWINGS.

CONDUCTORS INSTALLED PER THE RTU DRAWINGS, OR

6. ALL CONDUITS SHALL HAVE PULL STRINGS OR

HEIGHT OF THE STILLING WELL.

MORE THAN 1/2" DEVIATION FROM VERTICAL OVER THE

5. THE STILLING WELL SHALL BE INSTALLED PLUMB WITH NO

SEE ELECTRICAL SPECIFICATIONS.

4. 3/4"-DIA. COPPER CLAD GROUNDING ROD, 10' LONG MINIMUM.

GRID.

3. GROUND ALL METAL PARTS TO CONTROL BUILDING GROUNDING

DRAWING M-02 FOR THE SCHEDULE.

2. FOR FEATURES NOTED USING CIRCLE CALLOUTS , REFER TO

LANDSIDE STILLING WELLS.

1. SEE DRAWINGS S-02 AND S-04 FOR LOCATION OF LAKESIDE AND

M-03

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

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L E F

L O

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d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

H P

P la n s \1

M e c h a n ic a l\

M -0

S -2

H P -1

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E-01

L E

C T

A L

S Y

M B

O L L

E G

E N

V .L

-H

H D

R C

R H

P -E -0

G N

AMMETER

VOLTMETER

WATTMETER

FREQUENCY METER

DIGITAL METER

SURGE SUPPRESSOR AND ARRESTER

TRANSIENT VOLTAGE

PUSH BUTTONS WITH INDICATOR LIGHTS

TRANSFORMER, SIZE AS SHOWN

50A - TRIP RATING IN AMPERE

2 POLE UNLESS OTHERWISE NOTED:

MOLDED CASE CIRCUIT BREAKER,

ELECTRICAL ENCLOSURE OUTLINE

OTHERWISE NOTED

NON-FUSED DISCONNECT SWITCH, SIZE

AS NOTED 2 POLE UNLESS

NOTED

NOTED, 2 POLE UNLESS OTHERWISE

FUSED DISCONNECT SWITCH, SIZE AS

3 PHASE UNLESS NOTED

MOTOR HP AS SHOWN

OPEN TORQUE SWITCH

CLOSE TORQUE SWITCH

OPEN LIMIT SWITCH

CLOSE LIMIT SWITCH

GREEN INDICATING LIGHT

RED INDICATING LIGHT

YELLOW INDICATING LIGHT

BLUE INDICATING LIGHT

MAGNETIC CONTRACTOR, CLOSE

WATER VALVE

MANUAL TRANSFER DEVICE,

TRANSFORMER

CONTROL

TRANSIENT SUPPRESSOR

LOCATED AT EQUIPMENT

COMPONENTS OR DEVICES

LOCATED AT MCC

COMPONENTS OR DEVICES

MAGNETIC OVERLOAD

OVERLOAD COIL

FUSED DISCONNECT SWITCH

FUSE

DISCONNECT SWITCH

AIR CIRCUIT BREAKER

FITTING AS REQUIRED

CONNECTION OF CONDUCTORS,

NOT CONNECTED

CROSSING OF CONDUCTORS,

G=GREEN, R=RED, Y=YELLOW, B=BLUE

INDICATING LIGHT:

O=OPEN, C=CLOSE

MOTOR STARTER RELAY (42)

N.O. LIMIT SWITCH

HEATER

PRESSURE SWITCH

MOTOR

OVERLOAD RELAY CONTACTS

(MAGNETIC)

GROUND CONNECTION

("ON-OFF", ETC.)

SINGLE POLE TOGGLE SWITCH,

MOMENTARY OPEN

NORMALLY CLOSED PUSH-BUTTON

MOMENTARY CLOSE

NORMALLY OPEN PUSH-BUTTON

NORMALLY CLOSED CONTACT

NORMALLY OPEN CONTACT

EXPOSED CONDUIT

CONDUIT RUN UNDERGROUND OR IN CONCRETE

CONDUIT RUN - CHANGE IN ELEVATION

CONDUIT BENDS TOWARD OBSERVER

CONDUIT BENDS AWAY FROM OBSERVER

CONDUIT CAPPED

SINGLE POLE SWITCH

15A, 125V, DUPLEX RECEPTACLE, NEMA 5-15R

DISCONNECT SWITCH

MOTOR, HORSEPOWER AS SHOWN

TRANSFORMER

HEATER

AIR TERMINAL

BALANCED MAGNETIC SWITCH

IR MOTION DETECTOR

SECURITY ALARM HORN

KEYPAD

GROUND ROD CONNECTION

GROUND CONNECTION

EXISTING POLE

EXISTING POLE TO BE REMOVED

EXISTING TRANSFORMER

EXISTING GUY

POLE GUY

ELECTRICAL SERVICE TO PUMPS

DUCTBANK FOR UNDERGROUND

FIBER OPTIC CABLE

DUCTBANK FOR UNDERGROUND

PUMP RECEPTACLE POWER WIRING

MONITORING WELL, CAMERA, AND

DUCTBANK FOR UNDERGROUND

CONTROL WIRING

DUCTBANK FOR UNDERGROUND

INJECTION WELL POWER WIRING

DUCTBANK FOR UNDERGROUND

TELEPHONE LINE

EXISTING OVERHEAD

TELEPHONE LINE

EXISTING UNDERGROUND

P=NEW POLE

E=EXISTING POLE

POLE DESIGNATION NUMBER:

"M" MONITORING WELL PANEL

"H" ELECTRICAL HANDHOLE

"J" JUNCTION BOX OR FITTING

GROUNDING TEST WELL

LP-1/3/5

P-1

50A

30A

MTR

OTS

CTS

OLS

CLS

GIL

RIL

YIL

BIL

TVSS

PLAN SCHEMATIC DIAGRAM SINGLE LINE DIAGRAM

(NOT ALL SYMBOLS WILL APPLY TO THIS PROJECT)ELECTRICAL SYMBOL LEGEND

LONGER MARK INDICATES NEUTRAL.

CONDUCTORS.

CROSS MARKS INDICATE NUMBER OF

HOME RUN TO PANEL "LP". CIRCUITS #1/3/5.

J .D .H

ELECTRICAL PRIMARY, OVERHEADE

ELECTRICAL SECONDARY, OVERHEAD

A P

S .J .P

MAGNETIC CONTRACTOR, OPEN

TELEPHONE LINE

UNDERGROUND

POLE

TRANSFORMER

OVERHEAD TELEPHONE LINE

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, UNDERGROUND

GROUND ROD

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P L

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

Y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

H P

P la n s \1

E le c tr ic a l\ E -0

S -2

H P -1

R E

C O

N S

T R

U C

S T

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L A

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C O

M M

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N S

T-01

V .L

-H

H D

R C

R H

P -T

S .D

G N

L E

G E

N D A

N D S

Y M

B O

L S

INSTRUMENT IDENTIFICATION INSTRUMENT LINE SYMBOLS

LETTER MODIFIER PASSIVE FUNCTION

READOUT OR

OUTPUT FUNCTION MODIFIER

FIRST LETTER

INITIATING VARIABLE

PROCESS OR

INSTRUMENT, SYSTEMS, AND AUTOMATION SOCIETY TABLE

ICXX

VALVES AND GATES

INSTRUMENTATION LEGEND

ACTUATOR OR OPERATORS

PRIMARY ELEMENTS

SUCCEEDING LETTERS

J .D .H

ANALYSIS (*)

BURNER FLAME

CONDUCTIVITY

DENSITY (S.G.)

VOLTAGE

FLOW RATE

GAUGE

HAND (MANUAL)

CURRENT

POWER

TIME OR SCHEDULE

LEVEL OR LIMIT

MOTION

TORQUE

DIFFERENTIAL

SCAN

RATIO

ALARM

GLASS

USERS CHOICE (*)

PRIMARY ELEMENT

INDICATE

LIGHT (PILOT)

USERS CHOICE (*)

OFFICE

TEMPERATURE

LOOP VEH. DETECTOR

PRESSURE OR VACUUM

QUANTITY OR EVENT

RATIO

SPEED OR FREQUENCY

VISCOSITY

MULTIVARIABLE (*)

WEIGHT OR FORCE

PHOTO CELL

UNCLASSIFIED (*)

POSITION

SAFETY

POINT (TEST CONNECTION)

INTEGRATE

RECORD OR PRINT

MULTIFUNCTION (*)

WELL

UNCLASSIFIED (*)

LIGHT SOURCE

USERS CHOICE (*)

CONTROL STATION

USERS CHOICE (*)

CONTROL

GATE

USERS CHOICE (*)

UNCLASSIFIED (*)UNCLASSIFIED (*)

SWITCH

TRANSMIT

VALVE

RELAY OR COMPUTE (*)

FINAL CONTROL ELEMENT

DRIVE, ACTUATE OR UNCLASSIFIED

HIGH

LOW

MIDDLE

NORMAL

OPEN

FIRST LETTER(S)

SUCCEEDING LETTERS

LOOP NUMBER

UNIT PROCESS NUMBER

FUNCTIONAL LOOP IDENTIFICATION)

OR MORE INSTRUMENTS HAVING THE SAME

LOOP NUMBER MODIFIER (USED WITH TWO

FIELD MOUNTED INSTRUMENT

REAR OF PANEL MOUNTED INSTRUMENT

FRONT OF PANEL MOUNTED INSTRUMENT

LOCATED IN MCC)

WITH INTERLOCKS (OFTEN

MOTOR STATUS/CONTROL

PLC (PROGRAMMABLE LOGIC CONTROLLER)

TELEMETRY EQUIPMENT

STATUS INDICATION LIGHT

ALARM ANNUNCIATOR OR

TIMER

L A H

X-Y-Z

PRIMARY PROCESS FLOW

FUTURE PRIMARY PROCESS FLOW

INSTRUMENT SUPPLY

MECHANICAL LINK OR

CONNECTION TO PROCESS FLOW,

SECONDARY PROCESS FLOW,

ELECTRICAL SIGNAL (DISCRETE)

ELECTRICAL SIGNAL (ANALOG)

FIBER OPTIC DATA HIGHWAY

SOMEWHERE ELSE (X=1,2,3)

PROCESS OR SIGNAL CONTINUED

BUTTERFLY

GATE

SWING CHECK

BALL

GLOBE

DIAPHRAGM

PLUG

3-WAY GLOBE

CULVERT GATE

PRESSURE SUSTAINING VALVE

AIR RELEASE VALVE

BUTTERFLY

CENTRIFUGAL PUMP

CENTRIFUGAL PUMP (WET PIT)

AIR COMPRESSOR

VERTICAL TURBINE PUMP

METERING PUMP

PROGRESSING CAVITY PUMP

SUMP PUMP

PUMPS AND COMPRESSORS

HYDRAULIC

MOTOR

PNEUMATIC

SOLENOID VALVE

LEVEL (BUBBLE TUBE)

VORTEX METER

FLOWMETER

ELECTROMAGNETIC

ROTAMETER

WEIR

ORIFICE PLATE

VENTURI

PROPELLER METER

LEVEL (FLOAT)

LEVEL (ULTRASONIC)

(CLAMP-ON)

ULTRASONIC FLOWMETER

RF ADMITTANCE

PARSHALL FLUME

U = ULTRASONIC)

O = OPTICAL

(X: N = NUCLEAR

DENSITY METER

PITOT-STATIC

SUSPENDED SOLIDS

DIGITAL INPUT, ANALOG INPUT

DIGITAL OUTPUT, ANALOG OUTPUT

ACCELERATION

AUTO-TEST

BELT FILTER PRESS

CHLORINE

CLEARWELL

COMMON

CONDUCTIVITY

COM

CLW

CL2

BFP

ACC

COND

CP CONTROL PANEL

EFFL

D.O.

DI, AI

DO, AO

DISSOLVED OXYGEN

DR DISTANCE RELAY

EFFLUENT

FIL

FIS

FILTER

HOA

HLO

EP ELECTRICAL PANEL

ES EMERGENCY STOP

ETM ELAPSED TIME METER

FD CHEMICAL FEEDER

FLOW INDICATING SWITCH

FOC FIBER OPTIC CABLE

FRS FORWARD-REVERSE-STOP

GEN GENERATOR

HLOR HIGH-LOW-OFF-REMOTE

HIGH-LOW-OFF

HAND-OFF-AUTO

H/L HIGH LOW

IND

INFL

HSP

HOR HAND-OFF-REMOTE

HOTC HAND-OFF-TIMER-COMPUTER

HIGH SERVICE PUMP

INDICATION

INFLUENT

JOCKEY PUMP

LOR LOCAL-REMOTE-OFF

LOS LOCK-OUT-STOP

GPS GLOBAL POSITIONING SYSTEM

MCC

LPU

MOV

OCA

PAFM

OSC

M.G.

MANUAL-OFF-AUTO

ORP

OSCR

LINE PROTECTION UNIT

LOCAL-REMOTE

MOTOR CONTROL CENTER

MCP MAIN CONTROL PANEL

MISCELLANEOUS EQUIPMENT

MILLION GALLON

MOA

MOTOR OPERATED VALVE

OPEN-CLOSE-AUTO

OC OPEN-CLOSE

OO ON-OFF

OXIDATION REDUCTION POTENTIAL

OPEN-CLOSE-STOP

OPEN-CLOSE-STOP-REMOTE

POWER APPLIED FOR MOTION

RIP

REF

RES

RLS RAISE LOWER STOP

PRES PRESSURE

PH HYDROGEN ION CONCENTRATION

RESTORE

REFERENCE

RF RF (ADMITTANCE) LEVEL MONITOR

REMOTE I/O PANEL

SEC

SCC

STOR

RSP

SECONDARY

SSL

SUS

REMOTE SET POINT

SA SURGE ARRESTER

STATION CONTROL CENTER

SONIC FLOWMETER

SP SETPOINT

SPEED SWITCH LOW

SS STOP/START

STORAGE

SUSPENDED SOLIDS

SSRVS SOLID STATE REDUCED VOLTAGE STARTER

TD THERMAL DISPERSION

TP TRANSFER PUMP

VARIABLE FREQUENCY DRIVE

SST STAINLESS STEEL

VFD

(*) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL

A P

S .J .P

INSTRUMENT ABBREVIATIONS

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

Y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

H P

P la n s \1

T e le c o m m u n ic a ti o n s \T -0

S -2

H P -1

R E

C O

N S

T R

U C

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

H E

R B

E R

T H

O O

V E

R D

E R

E H

A B

A T

A S S

H O

R-01

.E .S

C .B .G

R E

S O

U R

C E

NOTES:

DRAWING SHALL APPLY TO THIS CONTRACT.

NEW DETAILS SHOWN BESIDE OR BELOW THE REFERENCE

OF THIS CONTRACT. ALL KEY NOTES, GENERAL NOTES, AND

DRAWING INFORMATION USED DURING THE PERFORMANCE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING REFERENCE

DETERMINE LINEAR OR ANGULAR MEASUREMENTS. THE

DRAWING IS NOT TO SCALE AND SHALL NOT BE USED TO

INCLUDED FOR REFERENCE ONLY. THIS REFERENCE

REPRESENT CURRENT CONDITIONS. THIS DRAWING IS

DRAWING FROM A PREVIOUS PROJECT(S) AND MAY NOT

1. THREE-QUARTER SIZED DRAWING SHOWN IS A CONTRACT

J .S .F

-H

H D

R C

R H

P -R -0

G N

H P

C u lv e rt s S h e e t_

D O

-2

-1

M A

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B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

Y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

H P

P la n s \1

R e s o u rc e s \R -0

S -2

H P -1

R E

C O

N S

T R

U C

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

H E

R B

E R

T H

O O

V E

R D

E R

E H

A B

A T

A S S

H O

R-02

.E .S

C .B .G

R E

S O

U R

C E

NOTES:

DRAWING SHALL APPLY TO THIS CONTRACT.

NEW DETAILS SHOWN BESIDE OR BELOW THE REFERENCE

OF THIS CONTRACT. ALL KEY NOTES, GENERAL NOTES, AND

DRAWING INFORMATION USED DURING THE PERFORMANCE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING REFERENCE

DETERMINE LINEAR OR ANGULAR MEASUREMENTS. THE

DRAWING IS NOT TO SCALE AND SHALL NOT BE USED TO

INCLUDED FOR REFERENCE ONLY. THIS REFERENCE

REPRESENT CURRENT CONDITIONS. THIS DRAWING IS

DRAWING FROM A PREVIOUS PROJECT(S) AND MAY NOT

1. THREE-QUARTER SIZED DRAWING SHOWN IS A CONTRACT

J .S .F

-H

H D

R C

R H

P -R -0

G N

H P

C u lv e rt s S h e e t_

D O

-2

-1

M A

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D B

P L

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C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

Y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

H P

P la n s \1

R e s o u rc e s \R -0

S -2

H P -1

R E

C O

N S

T R

U C

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

H E

R B

E R

T H

O O

V E

R D

E R

E H

A B

A T

A S S

H O

R-03

.E .S

C .B .G

R E

S O

U R

C E

NOTES:

DRAWING SHALL APPLY TO THIS CONTRACT.

NEW DETAILS SHOWN BESIDE OR BELOW THE REFERENCE

OF THIS CONTRACT. ALL KEY NOTES, GENERAL NOTES, AND

DRAWING INFORMATION USED DURING THE PERFORMANCE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING REFERENCE

DETERMINE LINEAR OR ANGULAR MEASUREMENTS. THE

DRAWING IS NOT TO SCALE AND SHALL NOT BE USED TO

INCLUDED FOR REFERENCE ONLY. THIS REFERENCE

REPRESENT CURRENT CONDITIONS. THIS DRAWING IS

DRAWING FROM A PREVIOUS PROJECT(S) AND MAY NOT

1. THREE-QUARTER SIZED DRAWING SHOWN IS A CONTRACT

J .S .F

-H

H D

R C

R H

P -R -0

G N

H P

C u lv e rt s S h e e t_

D O

-2

-1

M A

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8 7 6 5 4 3 2

S O

A T

N N

E N

A M

D W

N B

C K

D B

D R

A W

G D

A T

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

Y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

H P

P la n s \1

R e s o u rc e s \R -0

S -2

H P -1

R E

C O

N S

T R

U C

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

H E

R B

E R

T H

O O

V E

R D

E R

E H

A B

A T

A S S

H O

L E

C O

M M

U N

A T

N S

T-02

V .L

-H

H D

R C

R H

P -T

S .D

G N

S U

T R

O N S

Y S

T E

M M

O N

O R

G D

G R

A M

J .D .H

S .J .P

A P

NOTES:

SEE SPECIFICATION 25 31 01 FOR SPARE PARTS.11.

SHALL BE CONSIDERED "OR APPROVED EQUAL."

SUTRON EQUIPMENT, REFERENCED MANUFACTURERS

WITH THE EXCEPTION OF THE GE INET RADIO AND THE10.

VERIZON 3G/4G SERVICE SHALL BE PROVIDED.

3G/4G MODEM CAPABLE OF USING ATT OR 9.

ALARM CONTACT.

PROVIDE A CIRCUIT FOR CONTROL BUILDING8.

JUNCTION BOX.

COORDINATES PROPER LOCATION AND SIZE OF

MOUNTING ON POLE FOR CAT5E LINE. FIELD

PROVIDE A NEMA 4X STAINLESS STEEL JUNCTION BOX

FROM SUTRON CABINET TO ANTENNA POLE.

PROVIDE ONE SPARE CAT5E LINE IN 1-INCH CONDUIT 7.

PROVIDE ONE SPARE RADIO. SEE NOTE 11.

ANTENNA MOUNTING ON POLE AS INDICATED.

INSIDE THE SUTRON CABINET. PROVIDE A YAGI

PROVIDE TWO GE iNET-II RADIO OR APPROVED EQUAL6.

PROVIDE A SPARE CRADELPOINT. SEE NOTE 11.

FIELD COORDINATES CELLULAR ANTENNA ON POLE.

ROUTER (ISR) OR APPROVED EQUAL INSIDE THE SUTRON.

PROVIDE CRADELPOINT AER1600 INTEGRATED SERVICE5.

MANUFACTURER' S RECOMMENDATIONS.

SOLAR PANELS, ANTENNA AND OTHER EQUIPMENT PER

OTHER ACCESSORIES FOR PROPER INSTALLATION OF

LOCKNUTS, AND ETC., POLE STRAP OR ADAPTER, AND

PROVIDE MOUNTING HARDWARE SUCH AS ANCHOR BOLTS,4.

TELECOMMUNICATIONS.

SEE DRAWINGS T-03 THROUGH T-11 FOR3.

ANTENNA POLE.

STRUCTURAL PLAN S-55 FOR LOCATION OF

SEE DRAWING T-08 FOR ANTENNA POLE DETAIL. SEE2.

SEE DRAWINGS E-01 THROUGH E-10 FOR ELECTRICAL.1.

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B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

N E

D B

Y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

H P

P la n s \1

T e le c o m m u n ic a ti o n s \T -0

S -2

H P -1

R E

C O

N S

T R

U C

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T

H E

R B

E R

T H

O O

V E

R D

E R

E H

A B

A T

A S S

H O

W N

WELL

STILLING

LANDSIDE

WELL

STILLING

LAKESIDE

POSITION

GATE 1

INCLINOMETER

GATE 1

UPS

EQUIPMENT

SUTRON

SUPPLY

POWER

900 MHZ RADIO

GE iNET-II

CONTACT

ALARM

DOOR

CNTRL BLDG

ETHERNET

ON ANTENNA POLE

YAGI ANTENNA

ON ANTENNA POLE

YAGI ANTENNA

900 MHZ RADIO

GE iNET-II ISR

AER1600

CRADELPOINT

SUTRON ENCLOSURE

SCALE: N.T.S.

TYPICAL MONITORING SYSTEM DIAGRAM

ON ANTENNA POLE

GOES ANTENNA

ON ANTENNA POLE

YAGI ANTENNA

ON ANTENNA POLE

GPS ANTENNA

ON ANTENNA POLE

YAGI ANTENNA

V .L

T-03

T E

L E

C O

M M

U N

A T

V .L

J .D .H

S .J .P

A U

G U

S T

S U

T R

O N S

Y S

T E

M C

O M

P O

N E

N T S

NOTES:

EQUAL."

AND 6E SHALL BE MANUFACTURERS AS SHOWN "OR APPROVED

REFERENCED ITEMS: 1A THRU 2M, 3D, 3G, 3J, 5A, 5B, 5C, 5F, 6A,3.

SUPPRESSION SHALL DISSIPATE 3,000 W/PAIR.

AND POE'S. SURGE SUPPRESSION SHALL MEET UL 497B. SURGE

PROVIDE SURGE SUPPRESSION FOR ALL CABLES BETWEEN CAMERAS 2.

CONTRACTOR SHALL COORDINATE WITH EQUIPMENT PROVIDED.1.

-H

H D

R C

R H

P -T

S .D

G N

BATTERY BOX

iNET-II 900

1"-WIRING DUCT

1-1/2" WIRING DUCT

iNET-II 900

CRADLEPOINT

MANUFACTURER DESCRIPTION

PART

1-1/2"x1-1/2" WIREWAY

1-1/2" WIREWAY COVER

DIN RAIL

TERMINAL BLOCK

TERMINAL BLOCK END COVER

END CLAMPS

TERMINAL STRIP MARKER

MEASUREMENT AND CONTROL MODULE (DATA LOGGER)

F1.5X1.5LG6

C1.5LG6

08 01 73 3

30 04 36 2

HOFFMAN

PANDUIT

PHOENIX CONTACT

PANDUIT

PHOENIX CONTACT

BURNDY

PHOENIX CONTACT

KC17B1

30 03 02 0

08 00 88 6

08 00 30 7

TYPE SP SERVICE GRD POST CONNECTOR

PHOENIX CONTACT 55 31 72 3 10AMP CIRCUIT BREAKER-1 POLE

30 04 03 2 KNIFE DISCONNECTPHOENIX CONTACT

3/8" DIA. X 1" LONG HYDROPHOBIC FILTER MATERIAL

PRODUCTS #5541

INTERSTATE SPECIALTY

GALVANIZED STEEL CORD GRIP FOR 3/8" CORDCGFP1931B CROUSE HINDS

POREX

2H PHOENIX CONTACT 13 02 21 5 PARTITION PLATE

2I PHOENIX CONTACT 02 03 25 0 FIXED BRIDGE

A-30P24 BACK PANELHOFFMAN1G

4C SUTRON

6411-11624E

6411-15614F

SUTRON

N1186-B DUAL RATED GROUND BARILSCO1H

PANDUIT

PANDUIT 1"x1" WIREWAY

1" WIREWAY COVER

F1X1LG6

C1LG6

SUTRON

SUTRON TRANSMITTER

MORNINGSTAR

SUTRON 5000-0081 YAGI GOES SATELLITE ANTENNA

SUTRON 5000-0170 JAM RESISTANT GPS ANTENNA

8111-1113-1 RF COAX LIGHTNING PROTECTOR

LIGHTNING PROTECTORN/A N/A

SUTRON ANTENNA CABLE

XPERT2

3H N/A N/A GATE POSITION INDICATOR IN GATE ACTUATOR

SUTRON STILLING WELL SDI-12 SHAFT ENCODER

3K N/A N/A

SUTRON ANALOG I/O MODULE

SDI-12 TERMINATION6461-1241

PHOENIX CONTACT

28 56 12 6 PLUGTRAB BASE

28 58 04 3 PLUGTRAB PLUG

28 56 11 3 PLUGTRAB BASE

28 56 03 2 PLUGTRAB PLUG

56-0540

GE GE iNET-II 900 GE iNET-II 900 RADIO OR APPROVED EQUAL

N/A

PHOENIX CONTACT

8080-0003

A604816SSLP, ADP2

SOLAR CONTROLLER

GATE POSITION INDICATOR IN GATE ACTUATOR

TOYO BATTERY CO.

6A N/A 3.5AMP CIRCUIT BREAKER-1 POLE

6E A-VK33

09 15 06 9 10 AMP CIRCUIT BKR - 2 POLE W/ AUX CONTACTS

FURNISHED BY CONTRACTOR N/A 4 COND, #14 AWG SIS CONDUCTORS

FURNISHED BY CONTRACTOR N/A 6 COND, #14 AWG SIS CONDUCTORS

HOFFMAN 4" X 4" LOUVER WITH FILTER

WIEGMANN RSC161610 16" X 16" X 10" NEMA 3R ENCLOSURE

N/A N/A

BP SOLAR BP 350

N/A

50 WATT SOLAR PANELS

12 VOLT 50 AH BATTERIES

SOLAR PANEL ROOF MOUNTING BRACKET

A906-ST-BD-V

N/A

DOOR POCKET, POWDER COAT EXTERIOR WHITE

48H"x36W"x12D" STAINLESS STEEL ENCLOSURE WITH INTERIOR

SS-10L

6GFM55

N/A AC QUAD RECEPTACLE6G

CRADLEPOINT AER1600LP6-NA-M CRADLEPOINT AER1600LP6 OR APPROVED EQUAL

POWER SONIC PSC-12800A POWER SUPPLY

3C SUTRON 6461-1242-1 POWER TERMINATION

JEWELL INSTRUMENTS

SATLINK-3, MODEL SL3-1

REF

SUTRON SYSTEM COMPONENTS

CLOSE NIPPLE

1/2" RIGID

SCALE: N.T.S.

SUTRON ENCLOSURE LAYOUT

1J1I

4D 4D 4D 4C

6A 2C 2C 2C 2I

1B 1F1C1B

1D 1E

2F 2B

2D 2G

CLOSE NIPPLE

1/2" RIGID

SELECT

FLOODED

SEALED

DISCONNECT

LOAD

BATTERY

FLOODED

WIRE FOR

JUMPER

REMOVE

IN-PLACE INCLINOMETER (IPI)

XPERT

SUTRON

000 00

2F 2F

2B 2B

1I 1J2L 2M

2J 2K

POWER SONIC

P H

O E

O N

T A

C T S

P T

F -B

P T -H

F -1

C -S

P H

O E

O N

T A

C T S

P T

F -B

P T -H

F -1

C -S

P H

O E

O N

T A

C T S

P T

X -2

C -S

P T

X -B

P H

O E

O N

T A

C T S

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