114527_S-4_S-131WELLS_RTA_FULL-SET_110823.pdf

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T E pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District/Documents/C&SF/Herbert Hoover Dike Rehabilitation/09-Miscellaneous/PS-4 and S131 Stilling Wells/Plan Sets/01 General/G-100

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP23R0031

XXXXXX-XX-X-XXXX

JACKSONVILLE DISTRICT

HERBERT HOOVER DIKE PUMP STATIONS S-4 & S-131

GLADES COUNTY, FLORIDA

STILLING WELL REPLACEMENTS

HERBERT HOOVER DIKE REHABILITATION PROJECT

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T E pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District/Documents/C&SF/Herbert Hoover Dike Rehabilitation/09-Miscellaneous/PS-4 and S131 Stilling Wells/Plan Sets/01 General/G-101

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Hooker

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Hwy.

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H erbert

Hoover Coot Bay

C-21

S-310 Dike

Sugarton

CALUSA

DELIMITED AREA

Road

P

P

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C re e k

Whidden Pass

Fisheating Bay

Monkey

L a k e

O k e e c h o b e e

Lake Hicpochee

O l d

M o o r e a v e n

B r ic e

F in e

C

Box

C a n a l C a n a l

R i m

C-19

S-77

C

Ninemile Canal

Benbow 1

Gramlin 2

Benbow 2 Benbow 3 Liberty

Point 2

Shawnee

S-4

Dynamite

Pass

Moonshine

Bay

Turners

Cove

Hole

Blue

Cochrans Pa ss

MOORE HAVEN

DELIMITED

AREA

MOORE HAVEN

Pop. 1,250

Rim

Canal

Dike

Herbert Hoover

LD

-1

S .C .X .F

R R

CLEWISTONCLEWISTON

GLADES COUNTY

HENDRY COUNTY

OKEECHOBEE

LAKE

S-131 STILLING WELL

S-4 AND S-131 VICINITY MAP

SCALE: NTS

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GENERAL

SHEET TITLESHEET ID

G-101

C-101

C-201

PS-4 PUMP STATION AND STILLING WELL PLAN

S-131 PUMP STATION AND STILLING WELL PLAN

CIVIL

COVER SHEET

INDEX AND VICINITY MAP

G-100

PS-4 STILLING WELL

G-102 ABBREVIATIONS AND SYMBOLOGY

G-103 PS-4 SITE ACCESS AND CONTROL PLAN

G-104 S-131 SITE ACCESS AND CONTROL PLAN

STRUCTURAL

S-001

S-002

S-101

S-102

S-103

S-104

S-105

S-106

S-107

S-108

S-109

S-110

STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SHEET 1 OF 2

STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SHEET 2 OF 2

PLATFORM PLAN AND ELEVATION

WALKWAY PLAN DETAILS

ELEVATION DETAILS

CONCRETE FOUNDATION PLAN

WELL SUPPORT BRACKET DETAILS

DETAILS AND OPENINGS

PLATFORM SECTIONS

ENCLOSURE COMPONENTS

ENCLOSURE COMPONENTS

ENCLOSURE COMPONENTS

S-201

S-202

S-203

S-204

S-205

S-206

S-207

S-208

S-209

S-210

PLATFORM PLAN AND ELEVATION

WALKWAY PLAN DETAILS

ELEVATION DETAILS

CONCRETE FOUNDATION PLAN

WELL SUPPORT BRACKET DETAILS

DETAILS AND OPENINGS

PLATFORM SECTIONS

ENCLOSURE COMPONENTS

ENCLOSURE COMPONENTS

ENCLOSURE COMPONENTS

STAIR DETAILS

S-211

E-101

E-102

E-103

SITE PLAN

STILLING WELL ELECTRICAL PLAN AND ELEVATION

STILLING WELL SCHEDULE

ELECTRICAL

SITE PLAN

STILLING WELL ELECTRICAL PLAN AND ELEVATION

STILLING WELL SCHEDULE

E-201

E-202

E-203

C-301 PILE MOUNTED STAFF GAUGE DETAILS

C-302 RESTRICTED SIGN DETAILS

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

OBJECT REFERENCED

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

C

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

REDUCED TO FIT

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

AT

DEGREE(S)

INCHES

X'-X"

EL 45.0

14 14OR

A

X°

X"

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

D7

G3 F5

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

B7 A4

C3 D8

A3

F6

D6

(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

F3

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

DRAWING AREA STANDARD DETAIL TITLE

C-24

D7

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 FIT

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED 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-102

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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

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STANDARD TURBIDITY BARRIER

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PS-4 ACCESS LOCATION

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GENERAL SHEET NOTES

SCALE: NTS

0 4000'2000'

H

H D

C W

M -G

I0 .D

G-103

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PICKUP TRUCK CLASS VEHICLES.

CONTRACT DURATION EXCEPT FOR PASSENGER CAR AND

1. CONTRACTOR SHALL NOT USE CR720 FOR SITE ACCESS FOR

SURVEY CONTROL PLAN

N

SURVEY NOTES

HHD EMBANKMENT

S77

U S

US 27

PS-4

OF EAGLES NEST

APPROX. LOCATION

E 669033.15

N 892470.71

CP3

S-280

C.R. 720

S-77

PS-4 ACCESS

C.R. 720

C.R. 720

CSX RAILROAD

HHD EMBANKMENT

DANIELS ROAD

YACHT CLUB

MOORE HAVEN

A L V

IN

W

A R

D S

R D

R

GEODETIC SURVEY (NGS) DATABASE.

PUBLISHED SURVEY CONTROL MARKS WITHIN THE NATIONAL

FOR THIS STRUCTURE IS -1.35 FEET, AN AVERAGE VALUE BASED ON

4. THE VERTICAL DATUM CONVERSION FACTOR (NAVD88 TO NGVD29)

SAJ SURVEY 11-014).

DATA COLLECTED BETWEEN APRIL 12 AND MAY 27 2011 (REFER TO

AUGUST OF 2007 (REFER TO SAJ SURVEY 07-016). BOUNDARY FIELD

TOPOGRAPHIC FIELD DATA COLLECTED BETWEEN FEBRUARY AND3.

VERTICAL DATUM OF 1988 (NAVD88) US SURVEY FEET.

2. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN

STATIONS USED WITH COMMERCIAL OFF THE SHELF SOFTWARE.

GEODETIC SURVEYS OPUS WEBSITE AND/OR DATA FROM NGS CORS

OBSERVATIONS AND PROCESSING THROUGH THE NATIONAL

COORDINATES WERE ESTABLISHED FROM STATIC GPS

COORDINATES WERE USED TO CONTROL THE SURVEY. THE

COORDINATE SYSTEM, FLORIDA EAST ZONE, US SURVEY FEET. NGS

AMERICAN DATUM OF 1983 (2011), FLORIDA STATE PLANE

1. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH

PIDDESIGNATION

CP5

CP3

BM1

Q 524

P 524

N/A

N/A

N/A

AJ6204

AJ6203

893,139.32

892,470.71

892,770.SC

891,227.66

894,520.53

668,245.12

669,033.15

668,710.SC

670,579.01

666,610.38

PKND LB7203

PKND LB7203

BRASS DISK

BRASS DISK

SS ROD

31.77

32.19

28.27

31.35

33.58

SURVEY CONTROL

2. VERIFY PUBLISHED COORDINATES AND ELEVATIONS PRIOR TO FEATURE LAY-OUT.

HORIZONTAL CONTROL.

1. THE CODE SC INDICATES A SCALED HORIZONTAL POSITION, NOT TO BE USED FOR

NOTES:

NORTHING EASTING ELEV. DESCRIPTION

E 668710.SC

N 892770.SC

BM1

E 668245.12

N 893139.32

CP5

E 666610.38

N 894520.53

P524

E 670579.01

N 891227.66

Q524

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LAKE OKEECHOBEE

LAKE OKEECHOBEE

SEE DETAIL

ACCESS "A"

LAKE OKEECHOBEE

0 4000'2000'

HHD

EM

BANKM

ENT

HHD

EM

BANKM

ENT

SITE ACCESS AND CONTROL PLAN

S-131 ACCESS LOCATIONS

SCALE: N.T.S.

LAKEPORT

SEE DETAIL

ACCESS "B"

LAKEPORT

ACCESS "A"

S .R

HHD

EM

BANKM

ENT

S .R 8 S.

R.

ACCESS "B"

C -4

POND=AE6404

H 439=AE6452

U 523=AJ6183

LP 1=AE6453

V 523=AJ6184

W 523=AJ6185

METAL ROD

FLGPS 57=AD7895

GENERAL NOTES

HORIZONTAL AND VERTICAL CONTROL POINT

DESIGNATION PID NORTHING EASTING NAVD88

SURVEY CONTROL

W 523

V 523

FLGPS 57

FLGPS 57 AZ MK

LP 1

U 523

H 439

POND

AJ6185

AJ6184

AD7895

AD7921

AE6453

AJ6183

AE6452

AE6404

952835.41

958704.25

961160.71

962379.71

964280 SC

964448.30

967058.46

969100.15

616430.73

617952.04

620020.13

621571.28

624600 SC

624923.72

629671.85

633600.98

19.44

38.04

14.99

13.76

17.24

13.97

14.80

29.09

VERTICAL CONTROL POINT

COORDINATE FOR HORIZONTAL POSITIONING OR STAKE-OUT.

HORIZONTAL ACCURACY OF +/- 10 FEET. DO NOT USE THIS

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION, HAVING A

G-104

S

-4 S

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L A

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RIGHT OF WAY

RIGHT OF WAY

RIGHT OF WAY

RIGHT OF WAY

RIGHT OF WAY

RIGHT OF WAY

RIGHT OF WAY

INFORMATION.

2. SEE GEOTECHNICAL DATA REPORT FOR SOIL BORING

CONTRACT.

AND OTHER CONTRACTORS NOT ASSOCIATED WITH THIS

SOUTH FLORIDA WATER MANAGEMENT DISTRICT PERSONNEL

1. SHARE AND MAINTAIN SAFE ACCESS WITH FEDERAL,

S-131

L- C

ANAL

L- C

ANAL

L- C

ANAL

GEODETIC SURVEY (NGS) DATABASE.

PUBLISHED SURVEY CONTROL MARKS WITHIN THE NATIONAL

FOR THIS STRUCTURE IS -1.31 FEET, AN AVERAGE VALUE BASED ON

4. THE VERTICAL DATUM CONVERSION FACTOR (NAVD88 TO NGVD29)

SAJ SURVEY 11-014).

DATA COLLECTED BETWEEN APRIL 12 AND MAY 27 2011 (REFER TO

AUGUST OF 2007 (REFER TO SAJ SURVEY 07-016). BOUNDARY FIELD

3. TOPOGRAPHIC FIELD DATA COLLECTED BETWEEN FEBRUARY AND

VERTICAL DATUM OF 1988 (NAVD88) US SURVEY FEET.

2. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN

SOFTWARE.

CORS STATIONS USED WITH COMMERCIAL OFF THE SHELF

GEODETIC SURVEYS OPUS WEBSITE AND/OR DATA FROM NGS

OBSERVATIONS AND PROCESSING THROUGH THE NATIONAL

THE COORDINATES WERE ESTABLISHED FROM STATIC GPS

NGS COORDINATES WERE USED TO CONTROL THE SURVEY.

COORDINATE SYSTEM, FLORIDA EAST ZONE, US SURVEY FEET.

AMERICAN DATUM OF 1983 (2011), FLORIDA STATE PLANE

1. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH

SURVEY NOTES

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Fish

Building CleaningFish

Building Cleaning

(S-4)

HHD STRUCTURE

AREA

STAGING

CONTRACTOR

(S-4)

HHD STRUCTURE

AREA

STAGING

CONTRACTOR

-8 -7

-7

-6

-6

C-101

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S-4 STILLING WELL PLAN

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GENERAL SHEET NOTES

PER ASTM D1557.

AND WALKS TO 95% OF THE MODIFIED PROCTOR DENSITY

COMPACT 12" SUBGRADE UNDER CONCRETE PLATFORMS 5.

PERFORM THE PILE INSTALLATION.

REMOVAL TO THE MINIMUM EXTENT NECESSARY TO

UNDAMAGED GEOTEXTILE. LIMIT THE AREA OF RIPRAP

RECOMMENDED BY THE MANUFACTURER TO THE

REPLACE IN-KIND WITH THE MINIMUM OVERLAP

MATERIALS. IF EXISTING GEOTEXTILE BECOMES DAMAGED,

RIPRAP. IF PRESENT, REMOVE AND RESTORE THESE

OR GEOTEXTILE IS PRESENT BENEATH THE EXISTING

4. CONTRACTOR MUST DETERMINE IF BEDDING STONE AND/

AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.

PER FDOT INDEX 515-080. HOT-DIP GALVANIZE RAILINGS

THE DRAWING. PROVIDE RAILINGS FOR CONCRETE STAIRS

THE TOP AND BOTTOM ELEVATIONS OF STAIRS SHOWN IN

FDOT INDEX 400-021. CONCRETE STAIRS FIELD FIT TO MATCH

HEIGHT OF 5" WITH A MAXIMUM TREAD WIDTH OF 16" PER

3. CONCRETE STAIRS SHALL HAVE A TOTAL OF 13 RISERS AT A

NORTH SIDE OF THE STRUCTURE.

LARGER VEHICLES MUST ACCESS THE SITE FROM THE

ANY VEHICLE LARGER THAN A 1-TON PICKUP TRUCK. ANY

2. CONTRACTOR WILL NOT CROSS S-4 SERVICE BRIDGE WITH

OF NEW CONCRETE WALKWAY AND STILLING WELL.

EXISTING SEWER AND CLEANOUTS DURING CONSTRUCTION

TANK/DRAINFIELD LIMITS. CONTRACTOR SHALL PROTECT

OR EQUIPMENT WILL BE ALLOWED WITHIN SEPTIC

SEPTIC TANK/DRAINFIELD AND SANITARY SEWER. NO WORK

1. CONTRACTOR SHALL LOCATE AND STAKE LOCATION OF

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-4

-4

-3

-3

-3

-3

-2

-2

-2

-2

-2

-1

-1

-1

-1

-1

-1

-1

3 3

3 3

3 3 3 3 3

4 4

4 4

4 4

6 6

6 6

8 888

.1

S

.8

S

.2

S

.0

S

.9

S

.5

S

.1

S

STANDARD INDEX 522-001

ACCORDANCE WITH FDOT

AND EXPANSION JOINTS IN

INSTALL CONSTRUCTION

GRADE

EXISTING

GRADE

EXISTING

CB

CB

CB

CB

CB

CB

9 9

13 13

D

21 21

Y=892948.21

X=668662.72

WORKING POINT

APPROXIMATE LOCATION

EXISTING BOAT BARRIER

23 23

23 23

24 24

25 25

262626

27 27

28 28

29 29

29 29

AAA

34 34

33 33

32 32

32 32 32 32

30 30

30 30

31 31

313131

A

A

A

A

SEE SHEET C-302 FOR DETAIL

15 FT. OFF END OF PLATFORM

INSTALL "RESTRICTED" SIGN

37 37

Y=892894.48

X=668539.93

BEGIN PEDESTRIAN WALKWAY

C-101

A

A

NOT TO SCALE

PEDESTRIAN WALKWAY SECTION

B

NOT TO SCALE

CONCRETE LANDING SECTION

ELECTRIC

UNDERGROUND

EXISTING

C-101

B

N

O T E

T

S

IG

N E

R

EL. 29.0

TOP OF STAIRS

@ 5.0% SLOPE

6' PEDESTRIAN WALKWAY

SEE NOTE 3

CONCRETE STAIRS

Y=892810.19

X=668456.53

Y=892828.97

X=668405.83Y=892864.46

X=668368.62

Y=892797.38

X=668445.98

SEE NOTE 1

SEPTIC TANK AND DRAIN FIELD

EXISTING UNDERGROUND

ELECTRIC

EXISTING UNDERGROUND

DUCT BANK

COVERED ELECTRICAL

EXISTING CONCRETE

LINE

EXISTING SEWER

TYP.

EXISTING CLEANOUT

SEE NOTE 5

SEE NOTE 5

Y=892810.19

X=668456.53

Y=892828.97

X=668405.83Y=892864.46

X=668368.62

Y=892797.38

X=668445.98

6'

6" 3"

(CENTERED)

4"x4" W4.5xW4.5 WWF

6"

(CENTERED)

4"x4" W4.5xW4.5 WWF

2"

VARIES

2"

Y=892956.98

X=668594.44

OF STILLING WELL PLATFORM

WORKING POINT, BEGINNING

EL. 23.5

BOTTOM OF STAIRS

SEE SHEET C-301

STAFF GAUGE

STILLING WELL PLATFORM, SEE NOTE 4

THEAS NECESSARY TO TO CONSTRUCT

REMOVE AND REPLACE EXISTING RIPRAP

Y=892957.33

X=668591.73

STAIRS AND PLATFORM

TO MEET AND MATCH

EL. 23.5 TRANSITION

CONCRETE LANDING

STILLING WELL

C L

F

C L

F

BLDG

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D R

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C L

F

C L

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IP

-R A

P

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ASPH ROAD

PLATFORM EL 23.5

STILLING WELL INSTRUMENT

EXISTING RIPRAP

RIP-RAP

BM1

ASPH ROAD

CGCG

ASPHALT

ASPHALT

RIP-RAP

12 12

15 15

16 16

17 17

19 19

20 20

21 21 21

21 21

22 22

22 22

23 23

242424

25 25 25

26 26 26

27 27 27 27

28 28

28 28

29 29

292929

30 30

303030

31313131

32 32 32

323232

33 33 33 33

34 34 34 34

35 35 35

36 36

36363636

S-131S-131

LOCK

S-131

B T L

BEL

B E

L

W L

BEL

H

H

H

H

H

H

XC

XC

X

LOCK

S-131

TOWER

STORM INLET

5 5

2'-0"

TYP

(3000 PSI)

SLOPE CONC.

PAINTED YELLOW.

CONCRETE FILLED,

SCH 40 STEEL PIPE,

6" DIA. X 7'-6" LONG,

PIPE CIRCUMFERENCE

SPACED AROUND

REQUIRED, EQUALLY

/2 X 4" X 2", 41PL

GRADE

FINISHED

S

S

GUARDRAIL

CONTRACTOR STAGING AREA

S

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C-201

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BOLLARD DETAIL

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961472.52Y 626253.72X

961495.91Y 626508.83X

APPROXIMATE LOCATION

EXISTING BOAT BARRIER

CP7CP7

SEE SHEET C-302 FOR DETAIL

15 FT. OFF END OF PLATFORM

INSTALL "RESTRICTED" SIGN

PLATFORM EL. 23.5

INSTRUMENTATION

STILLING WELL

961498.25Y 626251.36X

961521.65Y 626506.47X

Y 961267.10 626845.33X

961315.47Y 626840.89X

WORKING POINT

(TYP.)

RIPRAP

EXISTING

WALL (TYP.)

RETAINER

BOTTOM

CONC.

PAD

CONC.

WALL (TYP.)

RETAINER

GATE LIFT

ALUMINUM

GATE LIFT

ALUMINUM

SEE SHEET C-301

STAFF GAUGE

SEE NOTE 4, SHEET C-101

THE STILLING WELL PLATFORM

NECESSARY TO CONSTRUCT

EXISTING RIPRAP AS

REMOVE AND REPLACE

DETAIL "A" THIS SHEET)

OF PLATFORM ENTRANCE (SEE

BOLLARDS 1 FT. OFF EACH END

INSTALL 6" CONCRETE FILLED

Y 961244.11 626823.94X

WORKING POINT

TOE

TOB

TOB

TOE

TOB

TOB

TOE

NGVD 29

X.XX' TO NAVD 88

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NGVD 29

EL. 23.3 A

4" 3 1/4"

3/4"

FRONT VIEW

P

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GENERAL SHEET NOTES

WASHER

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

OR CLEAT

SS HANDLE

CONCRETE PILE

1/4" TYPE 316 SS

CONCRETE PILE

CONCRETE PILE

SERIES B LETTERS. SEE NOTE 3

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 5.

MATERIAL WITH RED BORDER

AND WHITE COLOR CORE

SERIES B LETTERS WITH RED

DATUM SIGN PANEL - 2"

5" X 8-1/2" ROUTED HDPE

/2

/4

1 1/4"

1/2"

12"

1 1/4"

12 1/2"

12"

12 1/2"

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

EQUAL

BOARD OR DISTRICT APPROVED

BLACK CORE TOP STAFF GAUGE

LUMBER 2"x10" WHITE SKIN OVER

STRUCTURAL RECYCLED PLASTIC

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 9 FOR APPLICABILITY)

REFLECTIVE POST PANEL (SEE

3" X 30" ALUMINUM DIAMOND GRADE

OR DISTRICT APPROVED EQUAL

BLACK CORE TOP STAFF GAUGE BOARD

LUMBER 2"x10" WHITE SKIN OVER

STRUCTURAL RECYCLED PLASTIC

J.

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SCALE: NTSSCALE: NTS

SCALE: NTS SCALE: NTSSCALE: NTS

/1

2 1/2"

CONFORMANCE TO SPECIFICATION SECTION 31 62 13.

8. CONTRACTOR TO DESIGN THE PRESTRESSED PILES IN

PANEL IN ROUTED CAVITY.

7. MANUFACTURER TO PERMANENTLY MOUNT DATUM SIGN

CANALS OR WATER BODIES.

PROVIDED ON ALL STEEL MOUNTING PILES LOCATED WITHIN

6. REFLECTOR AND REFLECTIVE MARKING TAPE SHALL BE

CONTROL DEVICES.

ADMINISTRATION STANDARD ALPHABETS FOR TRAFFIC

5. SERIES B LETTERS SHALL BE BASED ON FEDERAL HIGHWAY

OR STRUCTURES.

4. NO BRACING OR CONNECTION WILL BE MADE TO WALKWAYS

-1.31' FOR S-131

-1.35' FOR S-4

3. DATUM CONVERSION (NGVD 29 TO NAVD 88 DATUM):

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

RECTANGULAR GRIP, FOUR M6 SCREWS.

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

THIS SHEET)

BRACKET SECTION,

1/4" SS BRACKET (SEE

DISTRICT APPROVED EQUAL

CORE TOP STAFF GAUGE BOARD OR

LUMBER 2"x10" WHITE SKIN OVER BLACK

STRUCTURAL RECYCLED PLASTIC

THIS SHEET)

MOUNTED BRACKET DETAIL

1/4" SS BRACKET (SEE PILE

A

ELEVATION OR DIMENSION

a

N/A

DESCRIPTION

ELEVATION AND DIMENSION SCHEDULE

23.3'

17'

-20' PILE TIP EL. (MIN.)

FOR NGVD 29 (SEE NOTE 3)

TOP ELEVATION OF GAUGE

LENGTHS FOR NAVD 88

MOUNTING AND GAUGE BOARD

STRUCTURE S-4

UPSTREAM

A

ELEVATION OR DIMENSION

a

N/A

DESCRIPTION

ELEVATION AND DIMENSION SCHEDULE

23.3'

17'

-17' PILE TIP EL. (MIN.)

FOR NGVD 29 (SEE NOTE 3)

TOP ELEVATION OF GAUGE

LENGTHS FOR NAVD 88

MOUNTING AND GAUGE BOARD

STRUCTURE S-131

UPSTREAM

2 5/16"

CONCRETE PILE SIDE ELEVATION

DISTRICT APPROVED EQUAL

CORE TOP STAFF GAUGE BOARD OR

LUMBER 2"x10" WHITE SKIN OVER BLACK

STRUCTURAL RECYCLED PLASTIC

THIS SHEET)

MOUNTED BRACKET DETAIL

1/4" SS BRACKET (SEE PILE

CONCRETE PILE

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CONTRACTING OFFICER FOR APPROVAL.

THE CONTRACTOR SHALL SUBMIT LETTERING DESIGN TO THE 5.

SECTION 31 62 19.

BUTT DIAMETER OF 12", TREAT PILE AS PER SPECIFICATION

TIMBER PILE SHALL CONFORM TO ASTM D25 WITH A MINIMUM 4.

ROUNDED OR BEVELED EDGES AND ROUNDED CORNERS.

SHAPES. ALUMINUM SHEETS AND PLATES SHALL HAVE

SHEETS AND PLATES, AND ASTM B221 FOR EXTRUDED

ASSOCIATION ALLOY 6061-T6 AND ALSO ASTM B209 FOR

ALUMINUM MATERIAL SHALL CONFORM TO ALUMINUM 3.

STAINLESS STEEL TYPE 316.

ALL BOLTS, NUTS AND WASHERS SHALL BE TAMPER PROOF 2.

FOR LOCK, DAM AND WATERWAY SIGNS.

AND ENAMELING SHALL CONFORM TO USACE PUBLICATION

LETTERING DESIGN, LEGEND FONT (E.G. HELVETICA MEDIUM)

RETROREFLECTIVE OVERBAR, LEGEND AND RULE. THE PANEL,

RETROREFLECTIVE SHEET BACKGROUND AND WHITE

SIGN PANEL SHALL BE ALUMINUM, 6061-T6 WITH RED 1.

ELEVATION

8'

4'2'

8'

NOT TO SCALE

TYPICAL RESTRICTED SIGN DETAIL

TYPICAL "RESTRICTED" SIGN

PILE

12" DIAMETER

DAP PILE

POST

ONE BOLT AT EACH

NUT AND WASHER

LONG) (ALUM)

Z 3"x211#16"x2.33" (7'-8"

OC MAX

WASHERS, SST AT 12"

DAP PILE

PAD

NEOPRENE

1/4"

SIGN PANEL

0.125" ALUM

SLOTTED HOLE

OVERSIZED OR

A

SECTION

DETAIL

WITH SHARP OR PROTRUDING EDGES.

STAINLESS STEEL. NAILS AT 2" CENTERS AROUND THE EDGES

FORMED IN THE FIELD AND FASTENED TO SIDE OF PILE W/6D

PILE HEADS TO BE CAPPED STAINLESS STEEL SHEET METAL

GRADE VARIES

FINISHED

Restricted

No Boats Beyond

This Sign

WHITE

RETROREFLECTIVE

Restricted

No Boats Beyond

This Sign

WHITE

RETROREFLECTIVE

RED

RETROREFLECTIVE

WHITE

RETROREFLECTIVE

TIP EL. -13.5

TOP EL. 20.5

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STRUCTURAL AND ARCHITECTURAL ABBREVIATIONS

CONCRETE.

ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS PRIOR TO PLACING

CONTRACTOR SHALL COORDINATE ALL PIPE AND CONDUIT LOCATIONS WITH THE

MINIMUMMIN

MARKMK.

MANUFACTURERMFR

MECHANICALMECH

MAXIMUMMAX

REBAR SPLICE LENGTHLS

LONGLG

DEVELOPMENT LENGTHLD

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

EACH WAYEW

EQUALEQ

EMBEDMENTEMB

ELEVATIONEL / ELEV

EXPANSION JOINTEJ

EACH FACEEF

EACHEA

DOWELDWL

DRAWINGDWG

DIMENSIONDIM

DIAMETERDIA / Ø

DETAILDET

CONTROL JOINT (SINGLE WATERSTOP)CTJ

CONTRACTION JOINT W/ WATERSTOPCRWJ

CONTRACTION JOINTCRJ

CORROSION RESISTANT STEELCRES

CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

COLUMNCOL

CONTRACTION JOINTCNJ

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

(DOUBLE WATERSTOP)

CULVERT CONTROL JOINTCLJ

CENTERLINECL

CONSTRUCTION JOINTCJ

CAST IN PLACE CONCRETECIPC

CAST IRONCI

CODE OF FEDERAL REGULATIONSCFR

BOTH WAYSBW

BOTTOMBOT

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&

WELDED WIRE FABRICWWF

WIDE FLANGEWF

WITHW/

WEIGHTWT

WORKING POINTWP

UNLESS OTHERWISE NOTEDUON

UNDERWRITERS LABORATORIESUL

TOP AND BOTTOMT/B

TYPICALTYP

TOP OF SLABTSL

TOP OF STEELTOS

TOP OF CONCRETETOC

TOP OF BEARINGTOB

THICKNESSTHK

TO BE DETERMINEDTBD

TOP AND BOTTOMT&B

SYMMETRICALSYMM

SYMBOLSYM

STEELSTL

STANDARDSTD

STATIONSTA

STAINLESS STEELSST / SS

SQUARESQ

SPACESSPCS

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

OPPOSITEOPP

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

NOTIFIED IMMEDIATELY PRIOR TO FABRICATION AND CONSTRUCTION.

CONTRACT DOCUMENTS. IF ANY SIGNIFICANT DEVIATIONS ARE DISCOVERED, THE COR SHALL BE

THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INFORMATION SHOWN ON THE

FOR REVIEW AND COMMENT.

CONSTRUCTION. ALL CONTRACTOR DESIGNED PLANS SHALL BE SUBMITTED TO THE GOVERNMENT

BRACING, FORMWORK, ETC., AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, THE GROUND WATER LEVELS ACCORDINGLY DURING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR HIS DEWATERING TECHNIQUES AND FOR MONITORING

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

100 PSF

STRUCTURAL DESIGN LOADS;

DRAWINGS. REFERENCES: ASCE 7-16 AND 2020 FLORIDA BUILDING CODE, 7TH EDITION.

THE FOLLOWING LOADS SERVE AS THE BASIS OF DESIGN, UNLESS OTHERWISE NOTES ON THE

GRATING LIVE LOAD

BASIC WIND SPEED (3 SECOND GUST), V 150 MPH (ULTIMATE)

CAST-IN-PLACE CONCRETE

CONCRETE STRENGTHS:

BY BACKFILL.

V-JOINTS SHALL BE PROVIDED AT ALL HORIZONTAL CONSTRUCTION JOINTS, NOT COVERED

SEE SPECIFICATION SECTION 03 15 00 CONCRETE ACCESSORIES.

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

FINISHING.

FOR CONSTRUCTION JOINT TREATMENT, SEE SPECIFICATION SECTION 03 35 00 CONCRETE

CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS.

FOR CONCRETE SURFACE REQUIREMENTS, SEE SPECIFICATION SECTION 03 31 01

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.

PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS AND EDGES, UNLESS

fc = 4,500 PSI1. STRUCTURAL CONCRETE

2. MISCELLANEOUS CONCRETE fc = 3,000 PSI

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

VIEW.

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

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

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

EMBEDMENT LENGTHS SHALL BE IN CONFORMANCE WITH THE TABLE SHOW ON SHEET S-002.

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 SHOWN ON SHEET S-002.

OTHER COVER REQUIREMENTS ARE SHOWN ON THE STRUCTURAL DRAWINGS.

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

24 INCHES IN THICKNESS.

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

THICKNESS.

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

OTHERWISE NOTED.

EMBEDDED METALS AND ANCHOR BOLTS TO BE STAINLESS STEEL TYPE 316, UNLESS

WELDING CODE-STAINLESS STEEL.

ALL STAINLESS STEEL WELDING SHALL USE E3XXL AS SPECIFIED IN AWS D1.6, STRUCTURAL

UNLESS OTHERWISE NOTED.

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

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

EMBEDDED METALS AND ANCHOR BOLTS:

COORDINATION:

PRECAUTIONS:

CONSTRUCTION LAYOUT:

CONCRETE FINISHES:

REINFORCEMENT FOR CAST-IN-PLACE CONCRETE:

RISK CATEGORY II

EXPOSURE CATEGORY D

AND SIDEWALKS ARE CONSIDERED AS MISCELLANEOUS CONCRETE.

CONCRETE FOUNDATIONS ARE CONSIDERED AS STRUCTURAL CONCRETE. CONCRETE LANDINGS

S-002

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BASIC TABLE ALTERNATE TABLE

LENGTH, INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

MINIMUM EMBEDMENT

INCHES

MINIMUM LAP LENGTH,

INCHES

MINIMUM LAP LENGTH,BAR SIZE

SPACING

(M

IN

(M

IN

(M

IN

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S E

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N

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U A

L T

O O

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L E

S S

T H

A N

I

N T

H

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K N

E S

S

A N

D L

E S

S T

H A

N

I

N T

H

IC

K N

E S

S

G R

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T E

R T

H A

N

I

N T

H

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S

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BAR EMBEDMENT, LAPS AND HOOKS - 4500 PSI CONCRETE

STRAIGHT BARS HOOKED BARS

TOP

OTHER

SPLICES FOR #14 & #18

DO NOT USE LAP

TOP

OTHER

SPLICES FOR #14 & #18

DO NOT USE LAP

LENGTH, INCHES

EMBEDMENT

HOOK

90 DEGREE

MINIMUM

INCHES

LENGTH,

HOOK LEG

90 DEGREE

E M

B E

D M

E N

T L

E N

G T

H

L A

P L

E N

G T

H

CONST JOINT (TYP)

FACE OF CONCRETE

REINFORCEMENT

HORIZONTAL OR VERTICAL

REINFORCEMENT

HORIZONTAL OR VERTICAL

N

G T

H H

O O

K E

M B

E D

M E

N T

HOOK LEG LENGTH

SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS.

5. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING BARS. IF EPOXY COATED BARS ARE USED, THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH REPSECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH

3. IF THE CENTER TO CENTER BAR SPACING LATERALLY IS LESS THAN 3 DIAMETERS, SEE ACI 318 FOR APPROPRIATE GUIDANCE.

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE MUST BE AT LEAST 2.5 BAR DIAMETERS.

A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS

2. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE MUST BE AT LEAST 2 BAR DIAMETERS

A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS

1. USE THE BASIC TABLE IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

NOTES:

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SEE GENERAL NOTE 2

CONCRETE PILE (TYP)

PRESTRESSED

14" SQUARE

S-101

FOR CLARITY.

GRATING NOT SHOWN

L G

O N

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WORK POINT

TOP OF GRATING EL 23.50' (SEE NOTE 1)

HIGH WATER EL 17.50'

LOW WATER EL 7.60'

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CONDUIT)

STILLING WELL, SURGE BOX,

(INSTRUMENT ENCLOSURE,

SCADA INFRASTRUCTURE

WORK POINT

TIP EL -6.00'

CONDUIT)

STILLING WELL, SURGE BOX,

(INSTRUMENT ENCLOSURE,

SCADA INFRASTRUCTURE

PLAN - STILLING WELL PLATFORM

SCALE:

B

6'-6"

SEE SHEET C-301

STAFF GAUGE,

CL CONC PILE

CL WALKWAY

FOUNDATION

CONCRETE

11"

LC

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FOR CONCRETE

SEE SHEET C-101

TIP EL -8.00'

TIP EL -11.00'

TIP EL -18.00'

TIP EL -20.00'

TIP EL -23.00'

RAILING (TYP)

STANDARD

CONCRETE PILE (TYP)

PRESTRESSED

14" SQUARE

ELEVATION - STILLING WELL PLATFORM

SEE SHEET C-101 (TYP)

EXISTING RIPRAP,

TIP EL -23.00'

4. SEE CIVIL DRAWINGS FOR WORK POINTS.

CONDUIT LAYOUT, SURGEBOX LOCATIONS, ETC.

SEE ELECTRICAL DRAWINGS FOR GROUNDING DETAILS, 3.

SECTION 31 62 13.

PILES IN CONFORMANCE TO SPECIFICATION

CONTRACTOR TO DESIGN THE PRESTRESSED CONCRETE2.

TOG EL = TOP OF GRATING ELEVATION.1.

FOR GRADING (TYP)

SEE CIVIL DRAWINGS

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S-102

S-101

S-101

SCALE: NTSS-102

12'-0"

"2

93'-6"3'-4"3'-6""2

O U

T -T

O -O

U T

(W A

L K

W

Y

(T

P

(T Y

P

C8x11.5

C8x11.5 C8x11.5

C8x11.5

" (-3")

L2x2x" (-3")

L2x2x

" (-3")

L2x2x

"2

8'-11

10""4

3'-7"4

3'-7"2

"2

11'-11

"4

9'-10

W

ID

T H

(G R

A T

" OVERHANG4

STANDARD RAILING (TYP)

BAR GRATING

SERRATED GALV

1"x3/16" 19-W-4

C L

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C L

C O

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P

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C L

C O

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P

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-3

L2 x2 x

-3

L2 x2 x(

C x .2

C x x

.2

-1

RAILING (TYP)

STANDARD

C L

C O

N C

P

IL

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C L

C O

N C

P

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C L

C O

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IL

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PANEL

GRATING

BRACING

LATERAL

GRATE CLIPS (TYP.)

C8 (TYP.)

STANDARD RAILING (TYP)

BRACING (TYP)

LATERAL

C x

.5

C x

.5

BRACING (TYP)

LATERAL

CL CONC PILE

ENCLOSURE

STILLING WELL

C x

.5

C x

.5

C x

.5

(T Y

P

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T -T

O -O

U T

(W A

L K

W

LONGITUDINAL AXIS (TYP)

TRANSVERSE TO PLATFORM

THAT PARALLEL SIDES ARE

PILE TO BE DRIVEN SUCH

S P

A N

S P

A N

STANDARD RAILING (TYP)

WALKING DIRECTION

WALKING DIRECTION

BAR GRATING

SERRATED GALV

1"x3/16" 19-W-4

S P

A N

S P

A N

" OVERHANG4

" OVERHANG4

W

ID

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(G R

A T

GRATING

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M A

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"2

C x

"2

"2

(TYP)

WORK POINT

0 2' 4'1'

0 2' 4'1' 0 2' 4'1'

DETAIL - FRAMING DETAIL - FRAMING

DETAIL - GRATING ATTACHED LOCATIONS

DETAIL - BAR GRATING DETAIL - BAR GRATING

T

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S -1

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PS-4

[SEE SHEET S-104]

C10x15.3 (-8")

[SEE SHEET S-104]

C10x15.3 (-8")

[SEE SHEET S-104]

C10x15.3 (-8")

[SEE SHEET S-104]

C10x15.3 (-8")

MAXIMUM GAP BETWEEN BAR GRATING PANELS SHALL BE 1/2".5.

SPACING.

TYPE GALVANIZED STEEL BRACKETS AT [ 24" ] MAXIMUM

CHANNELS USING 13 GAUGE MINIMUM THICKNESS FRICTION-

BAR GRATING MAIN BARS SHALL BE ATTACHED TO FRAMING 4.

GRATING PANEL.

SIZE TO THE BEARING BARS TO THE CUT END OF THE

WELDING, PRIOR TO GALVANIZING, A FLAT BAR SIMILAR IN

OPEN ENDS OF GRATING PANELS SHALL BE BANDED BY 3.

A DEFLECTION OF 1/4" FOR A UNIFORM LOAD OF 100 LBS/SF.

19-W-4 1"x3/16". GRATING DEFLECTION SHALL NOT EXCEED

BAR GRATING SHALL BE SERRATED GALVANIZED STEEL, 2.

FABRICATION IN ACCORDANCE WITH ASTM A123.

HOT-DIP GALVANIZE ALL ASSEMBLIES AFTER 1.

S-104

C

S-104

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MAX CLR

4"

MAX CLR

1/2"

MAX CLR

1" C8x11.5

GRATING (TYP)

1" GALV STEEL

(TYP)

BEND

3X PIPE

HOLE (TYP)

PLUG VENT

TYP

(TYP)

GALV PIPE RAIL

POST

GALV PIPE

SCH. 80

2'-7"

MAX (TYP)

4"

MAX (TYP)

4"

MAX (TYP)

4"

1'-6"4'-4"4'-4"1'-6"

11'-8"

1'-6""4

3'-3"4

3'-31'-6"

"2

9'-6

ENCLOSURE

STILLING WELL

(TYP)

CONCRETE PILE

PRESTRESSED

CONDUIT PER NEC SPACING

TO BOLT UNISTRUT TO SUPPORT

(TYP) BOTH SIDES OF PLATFORM

ALONG CENTERLINE OF CHANNEL

TWO HOLES EQUALLY SPACED

L6X3

C10

L6X3

C10

C8

L6X3

2'-11"

C8

"2

M

A X

1'-0"

SUPPORT CONDUIT

TO BOLT UNISTRUT TO

CENTERLINE OF CHANNEL

TWO HOLES 2 1/4" ABOVE

C STILLING WELLL

2'0 1' 4'

(TYP EACH END)

S-101

(TYP)

CONCRETE PILE

PRESTRESSED

C8

N.S. AND F.S.

C10

S

-4

S -1

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DETAIL - STANDARD RAILING ELEVATION10

FOR DETAILS.

GROUNDING SHALL BE PROVIDED. SEE ELECTRICAL PLANS 2.

FLUSH WITH RAILING.

PREVENT INSECT INTRUSION. PLUG TO BE SMOOTH AND

PLUG GALVANIZATION VENT HOLE WITH ZINC PLUG TO 6)

GALVANIZING. FIELD DRILLING NOT PERMITTED.

DRILL 9/16" HOLES FOR UNISTRUT PRIOR TO 5)

GALVANIZE RAILINGS AFTER FABRICATION.4)

CONNECTIONS.

BUTT-WELD END-TO-END JOINTS, OR USE WELDING 3)

MATERIALS.

NOT REMOVE EXCESSIVE AMOUNTS OF WELDED

WELD JOINTS, AND GRIND SMOOTH TAKING CARE TO

COPE ALL INTERSECTIONS OF RAILS AND POSTS, 2)

80 FOR POSTS.

DIAMETER PIPE, SCHEDULE 40 FOR RAILS; SCHEDULE

GALVANIZED STEEL RAILS AND POSTS SHALL BE 1 1/2" 1)

RAILINGS:A.

COMPONENTS:1.

RAILING NOTES:

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DETAILS)

WELL PIPE (SEE SHEET S-106 FOR BRACKET

ABOVE HIGHEST INTAKE HOLE OF STILLING

5' MAX SPACING WITH LAST PIPE 1'

ADDITIONAL PIPE SUPPORTS REQUIRED AT

BRACKET DETAILS)

(SEE S-106 FOR

RAILING-SUPPORTED (TYP)

STILLING WELL BRACKET,

"8

S-105

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GENERAL SHEET NOTES :

05 50 15.

APPLIED IN ACCORDANCE WITH SPECIFICATION SECTION

SHALL BE COATED WITH COLD-APPLIED ZINC COATING

WELDING SOCIETY AWS WZC (D19.0). FIELD WELDS

FIELD WELDS SHALL BE IN ACCORDANCE WITH AMERICAN 3.

AFTER FABRICATION.

HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123

C10x15.3 CHANNELS AND L6x3 1/2x3/8 ANGLES SHALL BE 2.

CURING.

APPLICATION AND BEFORE COAT DRIES. PROVIDE MOIST

BONDING AGENT COAT PRIOR TO CEMENTITIOUS MORTAR

SURFACE WITH NO STANDING WATER. APPLY APPROVED

CONCRETE WITH WATER AND PROVIDE DRY CONCRETE

PROVIDE CLEAN CONCRETE SURFACE. SATURATE

VERIFY NO CHIPPED OR SPALLED FEATHER EDGES.

AMPLITUDE ROUGHNESS AT THE TOP OF THE PILE.

MANUFACTURER. PROVIDE A MINIMUM OF 1/16"

SHOWN BELOW UNLESS SPECIFIED OTHERWISE BY

MANUFACTURER'S INSTRUCTIONS, INCLUDING NOTES

APPLY CEMENTITIOUS MORTAR IN ACCORDANCE WITH

TYPICAL FOR ALL PILE SECTIONS: CUT PILE AS SHOWN. 1.

NOTES:

S-102

S-102

SECTION

S-102

SECTION

S-102

PILE BRACING SECTION

1' 2'0 6"

1' 2'0 6"

D

A WALKWAY SECTION

B

C

L

G O

N Z

A L

6"0 3" 1'S-102

1'-6" 1'-6" 4"4"

4" 4"

(FS) C-U4-GF

G

M

A X

M

IN

STANDARD RAILING

(TYP (3) WITH 15/16" DIA HOLES)

1" FROM PILE CENTER LINE AS SHOWN.

MINIMUM 6" EMBEDMENT. STAGGER BOLT

WITH EPOXY ADHESIVE WITH

7/8" DIA SS TYPE 316 ANCHOR ROD

L6x31/2x3/8 N.S. AND F.S. (NOTE 2)

(NOTE 2)

N.S. AND F.S.

C10x15.3 X 3'-8"

TYP

1/4

1/4

1/4

1/4

C8x11.5

GRATING

1" GALV STEEL

C8x11.5 (TYP)

PILE

CONCRETE

CL

(SEE NOTE 1)

GROUT CAP

FOR CLARITY

GRATING NOT SHOWN

(TYP EACH END)

C8x11.5

PILE

CONCRETE

CL

BOT

TOP &

TYP

TYP

3/16

3/16

COPE TO FIT (TYP)

C10 (BEYOND)

1'-6"1'-6"

PILE

CONCRETE

CL

1'-6" 1'-6"

TYP, 2 SIDES

3/16

3/16

3"

(TYP EACH SIDE)

TRIM SHORT LEG

L6x31/2x3/8

PILE

(TYP EACH SIDE)

C10x15.3

TYP

1/4

1/4

SHOWN FOR CLARITY

GRATING NOT

C8x11.5 BOT

TOP &

TYP

COPE (TYP)

C8x11.53/16

3/16

TYP

11"

PILE

CONCRETE

CL

TYP

1/4

L2x2x1/4

C6x8.2

1/4" PL L2x2x1/4

WORK POINT (TYP)

C8x11.5

M

A X

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1' 2'0 6"

1' 2'0 6"

PRESTRESSED PILE

14" SQUARE CONC

12 DETAIL - FRAMING

C6X8.2

(TYP)

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S-105

GENERAL SHEET NOTES :

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2'0 1' 4'

S-105

S-103

1' 2'0 6"

SECTIOND

1' 2'0 6"

DETAIL - FOUNDATION DETAIL - STEEL BEAM BRACKET MOUNT

SECTION

1'-1"11"

"2

CONCRETE FOUNDATION

2'-0"

9""2

1"

OUTLINE

WALKWAY

PLATE

BEARING

4'-0"

(7) #4 STIRRUPS @ 6" = 3'-0"

(RAILING NOT SHOWN)

1" GALV STEEL GRATING

GROUT

NONSHRINK

1" MIN

FOUNDATION

CONCRETE

BEARING PLATE

TYP, 3 SIDES

"2

1"

"2

2 1" GALV C8x11.5 BOLT (4)

" GALV A3072

" HOLE FOR16

LONG (LLV)

"2 x 0'-48

L5x3x

GALV

POST

GALV PIPE

" SCH 802

C POSTL

C POSTL

POST

GALV PIPE

" SCH 802

GALV C8x11.5

PLATE

" STIFFENER2

BAR GRATING

1" GALV

PLATE

STIFFENER

" GALV8

1/2"

CLARITY.

SHOWN FOR

MEMBERS ARE

NOT ALL FRAMING

(SEE SHEET S-102)

CHANNEL FRAMING

F

1' 2'0 6"

SECTION

DETAIL - BEARING PLATE

C FOUNDATIONL

STEEL GRATING

1" GALV

NOT SHOWN

WALKWAY RAILING

(TYP)

3" CLRCONCRETE FOUNDATION

@ 6"

#4 STIRRUP

BOTH ENDS

STD HOOKS @

°(6) #6 BARS W/90

1" MIN NONSHRINK GROUT

BEARING PLATE

C BEARING PLATEL

4"4" " MINIMUM EMBEDMENT)4

(6

" SLOTTED HOLE FOR8

"x116

"x8"x8"2

P L

#4 BAR @ 12"

CONCRETE LANDING

SEE CIVIL SHEETS FOR

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3"3"

1413 11

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.d

POSTS SHALL BE VERTICAL.6.

POST SPACING SHALL NOT EXCEED 5'-0".5.

AFTER FABRICATION.

ALL RAMP RAILS AND POSTS SHALL BE HOT DIP GALVANIZED 4.

NOTED TO FACE OF CONCRETE.

CENTERLINES, EXCEPT WHERE CLEAR DIMENSION IS

DIMENSIONS TO REINFORCING BARS ARE TO BAR3.

DEFORMED BILLET STEEL.

ALL REINFORCING BARS SHALL BE ASTM A615, GRADE 60 2.

WITHIN FOOTPRINT OF CONCRETE FOUNDATION.

MAXIMUM DENSITY, AS DETERMINED BY ASTM D1557,

1. COMPACT SOIL TO 95% OF THE MODIFIED PROCTOR

S-105

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S-106

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GENERAL SHEET NOTES :

" OVER 10'.2

MAXIMUM ALLOWABLE STRAIGHTNESS OF

5. THE FINAL INSTALLED STILLING WELL PIPE SHALL HAVE A

BITUMINOUS PAINT.

METALS WITH A ZINC CHROMATE PRIMER AND

4. ISOLATE ALL DISSIMILAR METALS. ISOLATE DISSIMILAR

SECTION 05 50 13.

WITH COATING SYSTEM IN SPECIFICATIONS

DISSIMILAR METAL, OTHER THAN GALVANIZED STEEL,

3. COAT ALUMINUM IN CONTACT WITH CONCRETE OR ANY

UNLESS OTHERWISE NOTED.STAINLESS STEEL TYPE 316

2. ALL RAILING SUPPORTED BRACKET PLATES TO BE

(AS APPLICABLE), UNLESS NOTED OTHERWISE.

HARDWARE TO BE STAINLESS STEEL TYPE 316 OR 316L

PIPE ADJUSTER, THREADED BASE STAND, STRAP, AND

1. ALL PIPE SADDLE SUPPORT COMPONENTS INCLUDING

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S-106

F SECTION

C SECTION

S-1036"0 3" 1' 6"0 3" 1' 6"0 3" 1'

6"0 3" 1' 6"0 3" 1'6"0 3" 1'

PLAN - PILE SUPPORTED STILLING WELL BRACKET PLAN - RAILING SUPPORTED STILLING WELL BRACKET

DETAIL - PILE SUPPORTED STILLING WELL BRACKET DETAIL - RAILING SUPPORTED BRACKET

"2

2"

"16

"4

1'-

"4

2 "

2"

CONCRETE PILE

RAIL (TYP 2)

(SEE NOTE 4)

COAT THIS FACE

(TYP 4)

(COATED, SEE NOTE 4)

" U-BOLT, SST TYPE 3164

TYP

U-BOLT (TYP)

" HOLE FOR16

" PLATES8

" PLATES8

" PLATES8

L

RAIL (TYP 2)

" SCH 40 PIPE2

BOTTOM PLATES

THRU TOP AND

TYP

(TYP 2)

x0'-6"2 x28

P

(TYP 2)

"2 x4x0'-78

P

BEND TO FIT PIPE

"4 x4x3'-24

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L

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BEND TO FIT PIPE

"16 x10x1'-14

P L

FORM BRACKET (TYP 2)

"…