Structural Final RTA C-23-24 STA 2021-07-06.pdf

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FINAL RTA

J U

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50 PSF

250 PSF

ROOFS

COORDINATION

GOVERNING DOCUMENTS

PRECAUTIONS

CONSTRUCTION LAYOUT

CAST-IN-PLACE CONCRETE

REINFORCEMENT FOR CAST-IN-PLACE CONCRETE

CONCRETE FINISHES:

CONNECTIONS:

GALVANIZED ITEMS

HEADED CONCRETE ANCHORS:

STRUCTURAL STEEL

PLACING CONCRETE.

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

CONTRACTOR SHALL COORDINATE ALL PIPE AND CONDUIT LOCATIONS THROUGH CONCRETE

SPECIFICATIONS, PROJECT SPECIFICATIONS SHALL GOVERN.

WHERE THESE NOTES AND/OR STRUCTURAL DRAWINGS MAY BE IN CONFLICT WITH PROJECT

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

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

LOSE THEIR COATING DUE TO FIELD WELDING OR CHIPPING, MAKE GALVANIZING REPAIRS IN

GALVANIZED ITEMS SHALL BE GALVANIZED AFTER FABRICATION. WHERE GALVANIZED ITEMS

ON THE DRAWINGS (REFERENCE ASCE 7 (2016)):

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

PRECAST CONCRETE BUILDING:

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

THE 28-DAY PRECAST BUILDING CONCRETE COMPRESSIVE STRENGTH SHALL BE 5,000 PSI.

THE CAST- IN- PLACE CONCRETE DESIGN COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS:

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

MAINTENANCE SURCHARGE 500 PSF

GRATING

WELDED WIRE FABRICWWF

WIDE FLANGEWF

WITHW/

WEIGHTWT

WORKING POINTWP

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

OUTSIDE DIAMETEROD

ON CENTEROC

NEARSIDENS

NEGATIVENEG

NORTH AMERICAN VERTICAL DATUMNAVD

NOT TO SCALEN.T.S.

NUMBERNO.

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

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

ANCHOR BOLTAB

AT@

AND&

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" 11"

(f'c = 4,500 PSI)

6" 9" 12"

45" 62"

* 14" 23" 27" 40" 51" 56"

18" 24" 30" 35" 51" 59" 66" 73" 80"

23"

THE GROUND WATER LEVELS ACCORDINGLY DURING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR HIS DEWATERING TECHNIQUES AND FOR MONITORING

STRUCTURES UNTIL FULLY CONSTRUCTED AND BACKFILL IS IN PLACE AND COMPACTED.

CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT FLOATATION OF

INSTALLATION OF A GIVEN STRUCTURE.

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

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.

BAR BENDING AND PLACEMENT DETAILS SHALL CONFORM TO ACI 318 AND SP-66.

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

ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.

WELDING CODE-STAINLESS STEEL.

ALL STAINLESS STEEL WELDING SHALL USE E3XXL AS SPECIFIED IN AWS 1.6, STRUCTURAL

UNLESS OTHERWISE NOTED.

ALL STRUCTURAL WELDING SHALL USE E70XX ELECTRODES AS SPECIFIED IN AWS D1.1,

ANCHOR BOLTS SHALL BE ASTM F593 TYPE 316SS, UNLESS OTHERWISE NOTED.

NOTED.

ALL STRUCTURAL BOLTS SHALL BE HIGH STRENGTH ASTM A325 TYPE N, UNLESS OTHERWISE

NUTS, WASHERS AND MISCELLANEOUS HARDWARE, UNLESS OTHERWISE NOTED.

FURNISH BOLTS WITH ONE NUT AND TWO WASHERS UNLESS OTHERWISE NOTED. GALVANIZE BOLTS, 1.5

9ft - 10in

9ft - 10in

PARTIALLY ENCLOSED

D

CATEGORY III

165 MPH

RECOMMENDED BY THE MANUFACTURER.

AUTOMATICALLY END WELDED IN THE SHOP OR FIELD WITH EQUIPMENT

" INCH DIAMETER UNLESS OTHERWISE NOTED. ANCHORS SHALL BE 4

DESIGNATED STAINLESS STEEL. ANCHOR DIAMETERS SHALL BE MINIMUM OF

HEADED STUD CONCRETE ANCHORS SHALL CONFORM TO ASTM A 108, UNLESS

METAL SHALL BE IN ACCORDANCE WITH AWS D1.6 (2017), CLAUSE 9.

WELDING STAINLESS STEEL STUDS OR CARBON STEEL STUDS TO STAINLESS STEEL BASE

WELDING STEEL STUDS SHALL BE IN ACCORDANCE WIT AWS D1.1 (2020), CLAUSE 9.

SYMBOLS ARE BASED ON ASME Y14.5M, DIMENSIONING AND TOLERANCING.

ALL STRUCTURAL STEEL PIPES SHALL BE ASTM A53, GRADE B, UNLESS OTHERWISE NOTED.

ALL STRUCTURAL STEEL TUBES SHALL BE ASTM A500, GRADE C, UNLESS OTHERWISE NOTED.

OTHERWISE NOTED.

ALL STEEL CHANNELS, ANGLES, BARS AND PLATES SHALL CONFORM TO ASTM A36, UNLESS

ALL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A 992, UNLESS OTHERWISE NOTED.

SPECIFICATIONS, SECTION 03 15 00, CONCRETE ACCESSORIES.

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

STRUCTURAL CONCRETE FOR CIVIL WORKS.

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

STRUCTURAL CONCRETE FOR CIVIL WORKS.

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

6"

18"

STRUCTURAL AND ARCHITECTURAL ABBREVIATIONS

15""2

"2

"2

"2

"2

"2 116 "2

"2

"2

"2 f'c = 4,500 PSI f'c = 2,500 PSI

ALL STRUCTURES (56 DAY)

MUD MAT (28 DAY)

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IN

2'-0"4'-2"

10'-0"

"2

MIN 4"

(TYP)

(TYP)

(T Y

P

(T Y

P

FLOOR

BUILDING

AS REQUIRED

CONDUIT SLEEVES

SLOPE SLOPE

(TYP)

(TYP)

"2

8" "2

10'-3"

TYP

"2

OPERATED DAMPER

AND MANUALLY

DRAINABLE LOUVER

18"x18", FIXED, (TYP)

SEE NOTE 16

FINISH FL. EL

1 1/2"x4" RAIN DIVERTER FLASHING

DWG

CIVIL

SEE

DWG

CIVIL

SEE

BLOCKOUT

CONDUIT

EW, OC

#5 @ 12"

SEE NOTE 14

ANCHOR SYSTEM,

FOUNDATION

2'-0" LONG BLOCKS (TYP)

CONDUIT, SEE NOTE 12

FLOOR BLOCKOUT FOR

FILTER FABRIC

#5 @ 12" EW, OC

FOUNDATION

CONCRETE

SEE NOTE 14

ANCHOR SYSTEM,

MODEL 167 OR EQUAL

CONDUIT STUBOUT, HUBBEL

"4

3BOX FOR LIGHT FIXTURE W/

DEEP WALL8

14" OCTAGON x 2-

FILTER FABRIC #5 @ 12" EW, OC

FOUNDATION

CONCRETE

SEE NOTE 14

ANCHOR SYSTEM,

DOOR AND FRAME

" STEEL4

33'-0"x7'-0"x 1

(TYP)

"2

DWG

CIVIL

SEE

TYP

"2

FOUNDATION

SLOPE SLOPE

WALL OPENING SEE NOTE 15

SHALL BE INSTALLED OUTSIDE

OPERATED DAMPER. BUG SCREEN

DRAINABLE LOUVER AND MANUALLY

WALL OPENING FOR 18"X18" FIXED,

14'-0"

2'-0"

2'-0"

2'-0"

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GENERAL SHEET NOTES

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B

ELEVATION

ELEVATION

LEGEND

FIRE EXTINGUISHER

FIRST AID KIT

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NTSNTS

NTS

D SECTION

CIVIL DRAWINGS.

16. FINISH FLOOR ELEVATION IS 6" ABOVE FINISH GRADE. SEE

SHALL BE 2'-0" ABOVE FINISH FLOOR.

SHALL BE 6'-0" ABOVE FINISH FLOOR. THE SECOND LOUVER

LOUVERS SHALL BE IN THE LOCATIONS SHOWN. ONE LOUVER

15. THE CONTRACTOR SHALL PROVIDE TWO LOUVERS. THE

PRECAST BUILDING.

PROVIDE ANCHORAGE BETWEEN PERIMETER FOOTING AND

14. PRECAST BUILDING MANUFACTURER SHALL DESIGN AND

FLOOR.

AID KIT SHALL BE WALL MOUNTED, 3'-6" TO 5'-0" ABOVE THE

REQUIREMENTS FOR WORKPLACE FIRST AID KITS. FIRST

REQUIREMENTS OF ANSI Z 308.1-2003, MINIMUM

CONTROL ROOM. FIRST AID KIT SHALL MEET THE

13. CONTRACTOR SHALL FURNISH A FIRST AID KIT FOR THE

GROUT AFTER CONDUIT INSTALLATION IS COMPLETED.

PENETRATIONS SHALL BE FILLED ON SITE WITH NON-SHRINK

12. PRECAST CONCRETE FLOOR BLOCKOUTS FOR CONDUIT

11. FLOORS SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES.

SLOPE SHALL HAVE A PITCH OF 1 INCH IN 4 FEET.

10. MINIMUM ROOF THICKNESS SHALL BE 3 1/2 INCHES AND ROOF

BE CONSTRUCTED OF POLYETHYLENE OR ACRYLIC MATERIAL.

AND INCLUDE A DOWNWARD POINTING ARROW. SIGNS SHALL

EXTINGUISHER. EACH SIGN SHALL READ "FIRE EXTINGUISHER"

LOCATED AT CEILING LEVEL ABOVE TOP OF EACH FIRE

FOUR FEET ABOVE FLOOR LEVEL. ONE SIGN SHALL BE

FIRE EXTINGUISHER SHALL NOT BE LOCATED GREATER THAN

SHALL BE LOCATED AS SHOWN ON THIS DRAWING. TOP OF

POUNDS AND COMPLIANT WITH UL 299. FIRE EXTINGUISHERS

CLASS B AND C HAZARDS. HAVE MINIMUM WEIGHT OF 10

UNLESS OTHERWISE NOTED, CAPABLE OF EXTINGUISHING

SIGNAGE. FIRE EXTINGUISHERS SHALL BE THE CO2 TYPE

9. PROVIDE 1 FIRE EXTINGUISHER, WALL BRACKETS AND

STEEL HOOK AND LATCH HARDWARE TO HOLD DOORS OPEN.

8. CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS

SECTION 05 50 14, STRUCTURAL METAL FABRICATIONS.

FOR COATING DETAILS, REFER TO SPECIFICATION,

BE PROTECTED FROM GALVANIC OR CORROSIVE ACTION.

7. ALUMINUM IN CONTACT WITH CONCRETE OR STEEL SHALL

SMOOTH STEEL TROWEL.

FINISH SCHEDULE FOR WALLS AND CEILING SHALL BE

6. PRECAST BUILDING SHALL HAVE TROWEL FINISH. INTERIOR

BE DETERMINED IN ACCORDANCE WITH THE SPECIFICATIONS.

LOADS FOR DOOR. LOUVERS, AND FANS DESIGN SHALL

5. WIND PRESSURES AND WIND- BLOWN DEBRIS IMPACT

SEE ELECTRICAL DRAWINGS.

4. FOR CONTROL BUILDING ELECTRICAL FLOOR PLAN

MANUFACTURERS.

LOUVERS, EXHAUST DUCT AND DOORS WITH

3. COORDINATE ROUGH OPENING DIMENSIONS FOR FAN,

STEEL DOORS AND FRAMES.

2. ALL EXTERIOR DOORS SHALL BE ANSI/SDI A250.8 LEVEL 4

BUILDING.

SPECIFICATIONS, SECTION 13 34 23, PRECAST CONCRETE

FOR PRECAST BUILDING REQUIREMENTS, SEE

ARE TO BE DETERMINED BY THE BUILDING MANUFACTURER.

1. BUILDING DIMENSIONS ARE NOMINAL. EXACT DIMENSIONS

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FINAL RTA

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ACI STD. HOOK ALTERNATE DIRECTION

OF HOOK

SEE NOTE 2 (TYP)

SEE NOTE 2 (TYP)

SEE NOTE 2 (TYP)

SCALE: N.T.S.

TYPICAL CORNER BAR DETAILS

SCALE: N.T.S.

TYPICAL EXPANSION JOINT DETAIL

3. WATERSTOP LOCATION, IF REQUIRED.

2. TYPICAL CONCRETE REINFORCEMENT LAP SPLICE PER ACI 318-20.

WALLS, CURBS, BEAMS, GRADE BEAMS AND SLABS, UNLESS INDICATED OTHERWISE.

1. USE AT ALL CORNERS FOR ALL CONCRETE MEMBERS INCLUDING THICKENED SLAB ON GRADE, 3" COV

3" COV

BARS THROUGH JOINT

CARRY REINFORCEMENT

JOINT

BARS THROUGH

REINFORCEMENT

CARRY

SCALE: N.T.S.

WATERSTOP

9" PVC

SCALE: N.T.S.

LOCATION

CONCRETE SECTION AND

REFERENCE SPECIFIC

WIDTH OF LIFT VARIES,

OF JOINT

FOR TREATMENT

SEE SPECIFICATIONS

CL

SCALE: N.T.S.

HOOK

ACI STD.

HOOK

ACI STD.

"2

JOINT SEAL

" ELASTOMERIC2

1"x 2

JOINT MATERIAL

" PREFORMED2

VERTICAL CONSTRUCTION JOINT DETAIL

TYPICAL HORIZONTAL AND

SCALE: N.T.S.

TYPICAL 9" PVC WATERSTOP

" OD2

1" ID, 18

HOLLOW BULB

9"

WATERSIDE OF JOINT

3" COVER

3" COVER

BARS AT JOINT

STOP REINFORCEMENT

1'-6"

WATERSTOP

9" PVC

JOINT SURFACE)

JOINT LINE (DISBOND

D

D

D

D

D

D

VERTICAL CONTROL JOINT

SURFACE WITH BOND BREAKER)

JOINT LINE (DEBONDED JOINT

CL

SCALE: N.T.S.

3" COVER

3" COVER

BARS AT JOINT

STOP REINFORCEMENT

1'-6"

JOINT SURFACE)

JOINT LINE (DISBOND

D

D

D

TYPICAL DOWELED JOINT

1'-6"

SEE SPEC. 03 20 00

ONE HALF OF THE DOWEL.

@ 12" OC, LIGHTLY GREASE

" x 36" 2

1SMOOTH DOWEL, Ø 1

SEE SPEC. 03 20 00

ONE HALF OF THE DOWEL.

@ 12" OC, LIGHTLY GREASE

" x 36" 2

1SMOOTH DOWEL, Ø 1

NOT SHOWN

REINFORCEMENT

NOTE 3 NOTE 3

TYPICAL DOWELED WATERSTOP JOINT

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L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

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IL

L E F

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IA

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A G

O O

N S

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T H

S T L

U C

IE

C

O U

N T

Y F

L O

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ID

A

J

G A

IL

L A

R D

X X

X X

X X -X

X -X -X

X X

X

C O

M P

R E

H E

N S

IV

E E

V E

R G

L A

D E

S R

E S

T O

R A

T

IO

N P

L A

N

C -2

-2

S

T O

R M

W A

T E

R T

R E

A T

M E

N T A

R E

A W

E

P

R

FINAL RTA

J U

N E

0 4' 8'2'

R U

C T

U R

A L

M P

R

IF

T I

GENERAL SHEET NOTES29'-0"

C C

O N

C F

D N

L LC

C

O N

C P

IL

E

LC

C

O N

C P

IL

E

LC

C

O N

C P

IL

E

C WALKWAYL

SEE GENERAL NOTE 1

CONCRETE PILE (TYP)

PRESTRESSED

12" SQUARE

SEE NOTE 4

STAFF GAUGE

6'-6"

C S

T

IL

L

IN

G W

E L L

L

C C

O N

C P

IL

E

SERIES

ELECTRICAL

SEE SHEET

SURGE BOX,

S-004

STILLING WELL PLATFORM ELEVATION (PLATFORM 1)

S-004

RIPRAP

FOR DETAILS

FOR CLARITY. SEE S-012

GRATING NOT SHOWN

C P

R E

S S

L

C H

A V

E Z

SEE SHEET S-014

STILLING WELL

S-015, S-016

SEE SHEETS

ENCLOSURE,

STILLING WELL

WP

STILLING WELL PLATFORM PLAN (PLATFORM 1)

TOP OF GRATING EL

FINISHED GRADE

Location

Working Points

(TOG) EL

Top of Grating

EL

High Water

EL

Low Water

SHEETS S-015, S-016

ENCLOSURE, SEE

STILLING WELL

HIGH WATER

LOW WATER

BOTTOM OF WELL EL

SEE SHEET S-011

FOUNDATION

CONCRETE

CAST-IN-PLACE

P L

A T F

O R

M P

L A

N A

N D E

L E

V A

T

IO

N

S T

IL

L

IN

G W

E L L

-C

S

T A S -0

.d g n

(BOW) EL

Bottom of Well

TIP EL -20.5 (MIN)

Easting

Northing

S-441 Tailwater 24.0 15.5 20.0 14.0819232.4' 1113639.3'

6. SEE CIVIL DRAWINGS FOR EMBANKMENT SLOPES.

5. SEE CIVIL DRAWINGS FOR RIPRAP LIMITS.

4. SEE CIVIL DRAWINGS FOR STAFF GAUGE DETAILS.

EACH PLATFORM.

3. CONTRACTOR SHALL PROVIDE ONE STILLING WELL FOR

GROUNDING DETAILS.

2. SEE ELECTRICAL DRAWINGS "E" SERIES SHEETS FOR

SPECIFICATION 31 62 13.

1. PRESTRESSED CONCRETE PILES SHALL CONFORM TO2'-9"5'-0"12'-0"12'-0"

TIP EL -20.5 (MIN)

S-011

C

S-010

H

S-004

E

S-004

E

S-007

F

S-010

H

S-007

K

L

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N N

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D B

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D E

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A

M A

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S

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S U

B M

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D B

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D A

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C O

N T

R A

C T N

O

C H

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K E

D B

Y

D R

A W

N B

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IS

S

U E D

A T

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B

C

D

E

F

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US Army Corps

U .S

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J A

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S O

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IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

IA

N R

IV

E R L

A G

O O

N S

O U

T H

S T L

U C

IE

C

O U

N T

Y F

L O

R

ID

A

J

G A

IL

L A

R D

X X

X X

X X -X

X -X -X

X X

X

C O

M P

R E

H E

N S

IV

E E

V E

R G

L A

D E

S R

E S

T O

R A

T

IO

N P

L A

N

C -2

-2

S

T O

R M

W A

T E

R T

R E

A T

M E

N T A

R E

A W

E

P

R

FINAL RTA

J U

N E

R U

C T

U R

A L

M P

R

IF

T I

GENERAL SHEET NOTES29'-0"

C C

O N

C F

D N

L LC

C

O N

C P

IL

E

LC

C

O N

C P

IL

E

C WALKWAYL

SHEETS S-015 S-016

ENCLOSURE, SEE

STILLING WELL

SEE GENERAL NOTE 1

CONCRETE PILE (TYP)

PRESTRESSED

12" SQUARE

SEE NOTE 4

STAFF GAUGE

6'-6"

C S

T

IL

L

IN

G W

E L L

L

C C

O N

C P

IL

E

SERIES

ELECTRICAL

SEE SHEET

SURGE BOX,

S-005

STILLING WELL PLATFORM ELEVATION (PLATFORM 2)

FOR CLARITY. SEE S-012

GRATING NOT SHOWN

C P

R E

S S

L

C H

A V

E Z

SEE SHEET S-014

STILLING WELL

S-015, S-016

SEE SHEETS

ENCLOSURE,

STILLING WELL

WP

STILLING WELL PLATFORM PLAN (PLATFORM 2)

FINISHED GRADE

P L

A T F

O R

M P

L A

N A

N D E

L E

V A

T

IO

N

S-005

2'-9"5'-0"12'-0"12'-0"

BOTTOM OF WELL EL

TOPOF GRATING EL

HIGH WATER LEVEL

LOW WATER LEVEL

SEE SHEET S-011

FOUNDATION

CONCRETE

CAST-IN-PLACE

S T

IL

L

IN

G W

E L L

-C

S

T A S -0

.d g n

Location

Working Points

(TOG) EL

Top of Grating

EL

High Water

EL

Low Water

24.5

(BOW) EL

Bottom of Well

24.0

24.0

19.0

19.0

19.0

19.0

24.0

TIP EL -20.5 (MIN)

S-425 Tailwater

S-433B Headwater

S-434A Headwater

Easting Northing

22.0

22.0

21.7

19.0

19.0

19.0

19.0

22.0

22.0

22.0

24.0

24.0

30.0

27.5

27.5

24.5

24.5

24.5

24.5

27.0

27.0

27.0

15.5

S-433A Headwater

S-434B Headwater

S-437A/B Headwater

804206.4'

808290.0'

808288.9'

808033.6'

807947.8'

813047.0'

812541.0'

818855.3'

818853.7'

818851.6'

1111171.1'

1111374.0'

1110684.0'

1113518.0'

1108806.1'

1116136.5'

1108774.7'

1114821.9'

1112316.0'

1109917.2'

6. SEE CIVIL DRAWINGS FOR EMBANKMENT SLOPES.

5. SEE CIVIL DRAWINGS FOR RIPRAP LIMITS.

4. SEE CIVIL DRAWINGS FOR STAFF GAUGE DETAILS.

EACH PLATFORM.

3. CONTRACTOR SHALL PROVIDE ONE STILLING WELL FOR

GROUNDING DETAILS.

2. SEE ELECTRICAL DRAWINGS "E" SERIES SHEETS FOR

SPECIFICATION 31 62 13.

1. PRESTRESSED CONCRETE PILES SHALL CONFORM TO

S-435A Headwater

S-435B Headwater

S-438A/B Headwater

S-439A/B Headwater

22.0

22.0

24.0

24.0

27.5

27.0

808330.6'

808936.3'

1110934.0'

1110934.4'

S-451 Headwater

S-451 Tailwater

15.5

15.5

15.5

15.5

15.5

15.5

15.5

15.5

15.5

15.5

15.5

S-011

C

S-010

H

S-005

E

S-005

E

S-008

F

S-010

H

S-008

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C T N

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K E

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A T

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L E D

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T R

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T

S

A N M

A R

C O B

L V

D

J A

C K

S O

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IL

L E F

L

IA

N R

IV

E R L

A G

O O

N S

O U

T H

S T L

U C

IE

C

O U

N T

Y F

L O

R

ID

A

J

G A

IL

L A

R D

X X

X X

X X -X

X -X -X

X X

X

C O

M P

R E

H E

N S

IV

E E

V E

R G

L A

D E

S R

E S

T O

R A

T

IO

N P

L A

N

C -2

-2

S

T O

R M

W A

T E

R T

R E

A T

M E

N T A

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A W

E

P

R

FINAL RTA

J U

N E

R U

C T

U R

A L

M P

R

IF

T I

GENERAL SHEET NOTES17'-0"

C C

O N

C F

D N

L LC

C

O N

C P

IL

E

C WALKWAYL

SEE GENERAL NOTE 1

CONCRETE PILE (TYP)

PRESTRESSED

12" SQUARE

SEE NOTE 4

STAFF GAUGE

6'-6"

C S

T

IL

L

IN

G W

E L L

L

C C

O N

C P

IL

E

SERIES

ELECTRICAL

SEE SHEET

SURGE BOX,

L

2'-9"

S-006

FOR CLARITY. SEE S-013

GRATING NOT SHOWN

C P

R E

S S

L

C H

A V

E Z

SEE SHEET S-014

STILLING WELL

S-015, S-016

SEE SHEETS

ENCLOSURE,

STILLING WELL

WP

TOP OF GRATING EL

FINISHED GRADE

2'-9"5'-0"12'-0"

P L

A T F

O R

M P

L A

N A

N D E

L E

V A

T

IO

N

S-006

STILLING WELL PLATFORM ELEVATION (PLATFORM 3)E

STILLING WELL PLATFORM PLAN (PLATFORM 3)

BOTTOM OF WELL EL

SHEETS S-015, S-016

ENCLOSURE, SEE

STILLING WELL

HIGH WATER

LOW WATER

SEE SHEET S-011

FOUNDATION

CONCRETE

CAST-IN-PLACE

S T

IL

L

IN

G W

E L L

-C

S

T A S -0

.d g n

Location

Working Points

(TOG) EL

Top of Grating

EL

High Water

EL

Low Water

15.5 24.0

(BOW) EL

Bottom of Well

27.5 22.0

TIP EL -20.5 (MIN)

S-432A Tailwater

S-432B Tailwater

Easting Northing

21.7

22.0

22.0

22.0

6. SEE CIVIL DRAWINGS FOR EMBANKMENT SLOPES.

5. SEE CIVIL DRAWINGS FOR RIPRAP LIMITS.

4. SEE CIVIL DRAWINGS FOR STAFF GAUGE DETAILS.

EACH PLATFORM.

3. CONTRACTOR SHALL PROVIDE ONE STILLING WELL FOR

GROUNDING DETAILS.

2. SEE ELECTRICAL DRAWINGS "E" SERIES SHEETS FOR

SPECIFICATION 31 62 13.

1. PRESTRESSED CONCRETE PILES SHALL CONFORM TO

19.024.5 19.0

S-436A Tailwater

S-436B Tailwater

S-436C Tailwater

S-441 Headwater

804063.1'

804065.6'

808970.3'

809121.9'

809144.9'

818936.2'

1111446.0'

1110687.3'

1110684.4'

1111374.5'

1111374.6'

1113465.1'

27.5

27.0

27.0

27.0

15.5

15.5

15.5

15.5

15.5

24.0

24.0

24.0

24.0

S-011

C

S-010

H

S-006

E

S-006

E

S-009

F

S-010

H

S-009

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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N

A

M A

R K

S

IZ

E

S U

B M

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T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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A N

S I

D

J A

C K

S O

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IL

L E D

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T R

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T

S

A N M

A R

C O B

L V

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C K

S O

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IL

L E F

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E R L

A G

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S T L

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ID

A

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G A

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L A

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X X

X X

X X -X

X -X -X

X X

X

C O

M P

R E

H E

N S

IV

E E

V E

R G

L A

D E

S R

E S

T O

R A

T

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N P

L A

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C -2

-2

S

T O

R M

W A

T E

R T

R E

A T

M E

N T A

R E

A W

E

P

R

FINAL RTA

J U

N E

" (-3

L x2 x

" (-3

L x2 x

L x2 x

L x2 x

" (-3

L x2 x

C x .2 -1

C x .2 -1

C x .2 -1

C x .5

C x .5

C x .5

C x .5

C8x11.5 C8x11.5

C8x11.5 C8x11.5

GENERAL SHEET NOTES :

R U

C T

U R

A L

M P

R

IF

T Y

1'-6"4'-4"4'-4"1'-6"2"

2"

2"

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

2"

2"

1'-6""4 12'-3"4

12'-31'-6"

FOUNDATION

CONCRETE

FOUNDATION

C CAST-IN-PLACEL BRACING (TYP)

LATERAL

C C

O N

C P

IL

E L C C

O N

C P

IL

E L

(TYP)

SEE NOTE 3

(T Y

P

(T Y

P

(W A

L K

W A

Y O

U T -T

O -O

U T

FOUNDATION

C CAST-IN-PLACEL

C C

O N

C P

IL

E L C C

O N

C P

IL

E L C C

O N

C P

IL

E L

FOUNDATION

CAST-IN-PLACE

C8

1L6x3

(TYP)

CONCRETE PILE

PRESTRESSED

C10 C8

GRATING (TYP)

1" GALV STEEL BAR

(TYP)

STD RAILING

C8

FLOOR

ABOVE FINISHED

SURGE BOX 3'-1"

S-004 0 2' 4'1'

" (-3

L x2 x

C x .5

C8x11.5

C8x11.5

C x .5

C8x11.5

" (-3

L x2 x

C8x11.5

C x .2 -1

C x .5

S-004 0 2' 4'1' S-007

F

K

C P

R E

S S

L

C H

A V

E Z

FRAMING PLATFORM DETAIL (PLATFORM 1)

RAILING AND PLATFORM DETAIL (PLATFORM 1)

S T

IL

IN

G W

E L L

P L

A T F

O R

M F

R A

M

IN

G A

N D R

A

IL

IN

G

SEE SHEET S-010

C10x15.3 (-8)

SHEET S-015, S-016

ENCLOSURE SEE

STILLING WELL

-C

S

T A S -0

.d g n

PLANS FOR DETAILS.

5. GROUNDING SHALL BE PROVIDED. SEE ELECTRICAL

D. GALVANIZE RAILINGS AFTER FABRICATION.

CONNECTIONS.

C. BUTT-WELD END-TO-END JOINTS, OR USE WELDING

REMOVE PIPE MATERIALS.

WELD JOINTS, GRIND SMOOTH TAKING CARE TO NOT

B. COPE ALL INTERSECTIONS OF RAILS AND POSTS,

SCHEDULE 80 FOR POSTS.

" DIAMETER PIPE, SCHEDULE 40 FOR RAILS,2

1 1

A. GALVANIZED STEEL RAILS AND POSTS SHALL BE

4. RAILING NOTES:

LONGITUDINAL AXIS.

SIDES ARE PERPENDICULAR TO THE PLATFORM

3. THE PILES SHALL BE DRIVEN SUCH THAT THE PARALLEL

SECTION 05 50 15.

ZINC-RICH PRIMER IN ACCORDANCE WITH SPECIFICATION

NON-STAINLESS FERROUS STEEL COMPONENTS, APPLY

WELDING AND ABRADED OR BLEMISHED AREAS OF ALL

2. GALVANIZED COATING REPAIR PROCEDURE: FOR FIELD

WITH ASTM A123.

GALVANIZED AFTER FABRICATION IN ACCORDANCE

SHALL BE STEEL, TYPE A992 GR. 50 AND HOT-DIP

1. STRUCTURAL FRAMING FOR EACH WALKWAY SECTION

BRACING (TYP)

LATERAL

C C

O N

C P

IL

E L

1'-9""2 1103'-3""2

110"2 1103'-5"3'-5"3'-5""2

110"2 1103'-5"3'-5"3'-5""2

2'-9"5'-0"12'-0"12'-0"

2'-9"6'-0"12'-0"12'-0"

LC STILLING WELL

S-010

G

S-010

G

S-010

H

S-010

H

S-010

J

S-010

L

S-010

L

S-010

J

S-010

O

S-018

S-018

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IT

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D E

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T E

D B

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D A

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C O

N T

R A

C T N

O

C H

E C

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Y

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U E D

A T

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C

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A N

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IL

L E D

IS

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A N M

A R

C O B

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IL

L E F

L

IA

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E R L

A G

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N S

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S T L

U C

IE

C

O U

N T

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L O

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ID

A

J

G A

IL

L A

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X X

X X

X X -X

X -X -X

X X

X

C O

M P

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H E

N S

IV

E E

V E

R G

L A

D E

S R

E S

T O

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N P

L A

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C -2

-2

S

T O

R M

W A

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R T

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A T

M E

N T A

R E

A W

E

P

R

FINAL RTA

J U

N E

" (-3

L x2 x

" (-3

L x2 x

L x2 x

L x2 x

" (-3

L x2 x

C x .2 -1

C x .2 -1

C x .2 -1

C x .5

C x .5

C x .5

C x .5

C8x11.5 C8x11.5

R U

C T

U R

A L

M P

R

IF

T Y

1'-6"4'-4"4'-4"1'-6"2"

2"

2"

1'-6"4'-4"4'-4"1'-6" 1'-6""4 12'-3"4

12'-31'-6"

FOUNDATION

CONCRETE

FOUNDATION

C CAST-IN-PLACEL BRACING (TYP)

LATERAL

C C

O N

C P

IL

E L C C

O N

C P

IL

E L C C

O N

C P

IL

E L

(TYP)

SEE NOTE 3

(T Y

P

(T Y

P

(W A

L K

W A

Y O

U T -T

O -O

U T

FOUNDATION

C CAST-IN-PLACEL

C C

O N

C P

IL

E L C C

O N

C P

IL

E L

LC STILLING WELL

FOUNDATION

CAST-IN-PLACE

C8

1L6x3

(TYP)

CONCRETE PILE

PRESTRESSED

C10 C8

GRATING (TYP)

1" GALV STEEL BAR

(TYP)

STD RAILING

C8

FLOOR

ABOVE FINISHED

SURGE BOX 3'-1"

0 2' 4'1'

" (-3

L x2 x

C x .5

C8x11.5

C8x11.5

C x .5

C8x11.5

" (-3

L x2 x

C8x11.5

C x .5

C x .5

C C

O N

C P

IL

E L

2'-9"6'-0"

2"

2"

S-005 0 2' 4'1'

2'-9"

S-008 K

C P

R E

S S

L

C H

A V

E Z

RAILING AND PLATFORM DETAIL (PLATFORM 2)

S T

IL

IN

G W

E L L

P L

A T F

O R

M F

R A

M

IN

M G A

N D R

A

IL

IN

G

1'-9""2 11'-2'-11""2

11'-"2 11'-3'-3"3'-5"3'-3""2

11'-"2 11'-3'-3"3'-5"3'-5""2

2'-9"5'-0"12'-0"12'-0"

S-005

FRAMING PLATFORM DETAIL (PLATFORM 2)F

12'-0"12'-0"

SHEET S-015, S-016

ENCLOSURE SEE

STILLING WELL

SEE SHEET S-010

C10x15.3 (-8)

-C

S

T A S -0

.d g n

PLANS FOR DETAILS.

5. GROUNDING SHALL BE PROVIDED. SEE ELECTRICAL

D. GALVANIZE RAILINGS AFTER FABRICATION.

CONNECTIONS.

C. BUTT-WELD END-TO-END JOINTS, OR USE WELDING

REMOVE PIPE MATERIALS.

WELD JOINTS, GRIND SMOOTH TAKING CARE TO NOT

B. COPE ALL INTERSECTIONS OF RAILS AND POSTS,

SCHEDULE 80 FOR POSTS.

" DIAMETER PIPE, SCHEDULE 40 FOR RAILS,2

1 1

A. GALVANIZED STEEL RAILS AND POSTS SHALL BE

4. RAILING NOTES:

LONGITUDINAL AXIS.

SIDES ARE PERPENDICULAR TO THE PLATFORM

3. THE PILES SHALL BE DRIVEN SUCH THAT THE PARALLEL

SECTION 05 50 15.

ZINC-RICH PRIMER IN ACCORDANCE WITH SPECIFICATION

NON-STAINLESS FERROUS STEEL COMPONENTS, APPLY

WELDING AND ABRADED OR BLEMISHED AREAS OF ALL

2. GALVANIZED COATING REPAIR PROCEDURE: FOR FIELD

WITH ASTM A123.

GALVANIZED AFTER FABRICATION IN ACCORDANCE

SHALL BE STEEL, TYPE A572 GR. 50 AND HOT-DIP

1. STRUCTURAL FRAMING FOR EACH WALKWAY SECTION

S-010

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S-010

G

S-010

H

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IA

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E R L

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L O

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ID

A

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G A

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L A

R D

X X

X X

X X -X

X -X -X

X X

X

C O

M P

R E

H E

N S

IV

E E

V E

R G

L A

D E

S R

E S

T O

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C -2

-2

S

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W A

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R T

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A T

M E

N T A

R E

A W

E

P

R

FINAL RTA

J U

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" (-3

L x2 x

" (-3

L x2 x

L x2 x

" (-3

L x2 x

C x .2 -1

C x .2 -1

C x .2 -1

C x .5

C x .5

C x .5

C x .5

C8x11.5 C8x11.5

R U

C T

U R

A L

M P

R

IF

T Y

1'-6"4'-4"4'-4"1'-6"2"

2"

1'-6""4 12'-3"4

12'-31'-6"

FOUNDATION

CONCRETE

FOUNDATION

C CAST-IN-PLACEL

C C

O N

C P

IL

E L C C

O N

C P

IL

E L

BRACING (TYP)

LATERAL

(TYP)

SEE NOTE 3 1

(T Y

P

(T Y

P

(W A

L K

W A

Y O

U T -T

O -O

U T

FOUNDATION

C CAST-IN-PLACEL

C C

O N

C P

IL

E L

LC STILLING WELL

FOUNDATION

CAST-IN-PLACE

C8

1L6x3

(TYP)

CONCRETE PILE

PRESTRESSED

C10 C8

GRATING (TYP)

1" GALV STEEL BAR

(TYP)

STD RAILING

FLOOR

ABOVE FINISHED

SURGE BOX 3'-1"

0 2' 4'1'

C C

O N

C P

IL

E L C C

O N

C P

IL

E L

2'-9"6'-0"

2"

0 2' 4'1'

2'-9"

S-009

C P

R E

S S

L

C H

A V

E Z

S T

IL

IN

G W

E L L

P L

A T F

O R

M F

R A

M

IN

G A

N D R

A

IL

IN

G

12'-0"

S-006

S-006

RAILING AND PLATFORM DETAIL (PLATFORM 3)K

FRAMING PLATFORM DETAIL (PLATFORM 3)F

1'-9""2 1103'-3""2

110"2 1103'-5"3'-5"3'-5""2

2'-9"5'-0"12'-0"

SEE SHEET S-010

C10x15.3 (-8)

SHEET S-015, S-016

ENCLOSURE SEE

STILLING WELL

-C

S

T A S -0

.d g n

PLANS FOR DETAILS.

5. GROUNDING SHALL BE PROVIDED. SEE ELECTRICAL

D. GALVANIZE RAILINGS AFTER FABRICATION.

CONNECTIONS.

C. BUTT-WELD END-TO-END JOINTS, OR USE WELDING

REMOVE PIPE MATERIALS.

WELD JOINTS, GRIND SMOOTH TAKING CARE TO NOT

B. COPE ALL INTERSECTIONS OF RAILS AND POSTS,

SCHEDULE 80 FOR POSTS.

" DIAMETER PIPE, SCHEDULE 40 FOR RAILS,2

1 1

A. GALVANIZED STEEL RAILS AND POSTS SHALL BE

4. RAILING NOTES:

LONGITUDINAL AXIS.

SIDES ARE PERPENDICULAR TO THE PLATFORM

3. THE PILES SHALL BE DRIVEN SUCH THAT THE PARALLEL

SECTION 05 50 15.

ZINC-RICH PRIMER IN ACCORDANCE WITH SPECIFICATION

NON-STAINLESS FERROUS STEEL COMPONENTS, APPLY

WELDING AND ABRADED OR BLEMISHED AREAS OF ALL

2. GALVANIZED COATING REPAIR PROCEDURE: FOR FIELD

WITH ASTM A123.

GALVANIZED AFTER FABRICATION IN ACCORDANCE

SHALL BE STEEL, TYPE A572 GR. 50 AND HOT-DIP

1. STRUCTURAL FRAMING FOR EACH WALKWAY SECTION

S-010

G

S-010

G

S-010

H

S-010

H

S-010

J

S-010

L

S-010

L

S-010

J

S-010

O

S-018

CONCRETE PILE

4" 4"

CL

CONCRETE PILE

CL

CONCRETE PILE

1'-6" 1'-6"

CL

CL

C8 X 11.5

CLARITY

SHOWN FOR

GRATING NOT

1'-6"1'-6"

PILE BEYOND

C8 X 11.5

C8 X 11.5

STANDARD RAILING

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

C8 X 11.5 (TYP)

12" SQUARE CONC. PRESTRESSED PILE

TRIM SHORT LEG TO 3" (TYP) 2

CLARITY

SHOWN FOR

GRATING NOT

C8 X 11.5

CL

FIT (TYP)

COPE TO

(TYP)

TO FIT

COPE

BRACING)

(LATERAL

C6x8.2

BOT

TOP &

TYP

TYP

TYP

BOT

TOP

TYP

TYP

G

C-U4-GF

(FS) TYP

TYP

EACH END)

C8 X 11.5 (TYP.

(BEYOND)

C10 X 15.3

SHOWN FOR CLARITY

GRATING NOT

END SIMILAR

OPPOSITE

GRATING

1" GALV STEEL

AND F.S. (SEE NOTE 2)

C10 X 15.3 X 3'-8" N.S.

EACH END)

C8 X 11.5 (TYP.

CL CONCRETE PILE

AND F.S. (SEE NOTE 2)

N.S.8 3 X 2

1L6 X 3

WEEP HOLE

" DIA2

POST

GALV PIPE

" SCH 802

POST

GALV PIPE

" SCH 802

LONG (LLV)

"2 1X0'-48

3L5X3X

GALV

A307 BOLT

" GALV2

1(4)

PLATE

STIFFENER

" GALV2

STIFFENER PLATE

"X2" MIN GALV8

1'-9"

C10 X 15.3 " DIA HOLES)16

15SHOWN. (TYP (3) WITH

STAGGER BOLTS 1" FROM PILE CENTERLINE AS

EPOXY ADHESIVE WITH MINIMUM 4" EMBEDMENT.

" DIA SST TYPE 316 ANCHOR ROD WITH8

S O

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D B

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D A

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C O

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C T N

O

C H

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K E

D B

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D R

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A T

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B

C

D

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A N

S I

D

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

IA

N R

IV

E R L

A G

O O

N S

O U

T H

S T L

U C

IE

C

O U

N T

Y F

L O

R

ID

A

J

G A

IL

L A

R D

X X

X X

X X -X

X -X -X

X X

X

C O

M P

R E

H E

N S

IV

E E

V E

R G

L A

D E

S R

E S

T O

R A

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L A

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C -2

-2

S

T O

R M

W A

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R T

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A T

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N T A

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A W

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P

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FINAL RTA

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S-010

GENERAL SHEET NOTES :

ACCORDANCE WITH SPECIFICATIONS.

COATED WITH COLD-APPLIED ZINC COATING APPLIED IN

WELDING SOCIETY AWS (D19.0). FIELD WELDS SHALL BE

3. FIELD WELDS SHALL BE IN ACCORDANCE WITH AMERICAN

WITH ASTM A123 AFTER FABRICATION.

ANGLES SHALL BE HOT DIP GALVANIZED IN ACCORDANCE

3X2

12. C10 X 15.3 CHANNELS, C15 X 33.9 CHANNELS AND L6X3

BEFORE COAT DRIES. PROVIDE MOIST CURING.

COAT PRIOR TO CEMENTITIOUS MORTAR APPLICATION AND

STANDING WATER. APPLY APPROVED BONDING AGENT

WATER AND PROVIDE DRY CONCRETE SURFACE WITH NO

CLEAN CONCRETE SURFACE. SATURATE CONCRETE WITH

" AMPLITUDE ROUGHNESS AT THE EDGES. PROVIDE16

OTHERWISE BY MANUFACTURER. PROVIDE A MINIMUM OF

INCLUDING NOTES SHOWN BELOW UNLESS SPECIFIED

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,

CUT PILE AS SHOWN. APPLY CEMENTITIOUS MORTAR IN

1. TYPICAL FOR ALL PILE SECTIONS:

DETAIL TITLE

SCALE:

S-010

DETAIL TITLE

SCALE:

PILE BRACING SECTION

1' 2'0 6"

1' 2'0 6" 1' 2'0 6" 1' 2'0 6"

6"0 3" 1'

6"0 3" 1'

L

H LATERAL BRACING SECTIONSGWALKWAY SECTION PILE BRACING SECTIONJ

P

O

S-30 S-29

C P

R E

S S

L

C H

A V

E Z

S T

IL

L

IN

G W

E L L P

L A

T F

O R

M S

E C

T

IO

N

S-009 S-008 S-007

S-009 S-008 S-007

S-009 S-008 S-007

S-006 S-005 S-004

S-009 S-008 S-007

-C

S

T A S -0

.d g n

POST

POST

GALV C8 X 11.5

"2

1" 1"

"2

GRATING

BAR

1" GALV

"2

GALV C8 X 11.5

S-010

P

S-010

P

CL

CL

1"

3" CLEARANCE

1" GALV STEEL GRATING

(RAILING NOT SHOWN)

WALKWAY

PLATE

BEARING

(RAILING NOT SHOWN)

WALKWAY

1" GALV STEEL GRATING

4"4"

8"

4'-0"

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

L

#4 BAR @ 12"

BOTH ENDS

STD HOOKS @

(6) #6 BARS W/ 90°

3"

TYP, 3 SIDES

" X 8" X 8"2 1P

EMBEDMENT)

" MINIMUM4

3(6

ANCHOR BOLT

EPOXY

" DIA SST4

3FOR

SLOTTED HOLE

"8 7"X116

3" (TYP)

#4 STIRRUPS @ 6" OC

FINISHED GRADE

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A N

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J A

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S O

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L E D

IS

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T

S

A N M

A R

C O B

L V

D

J A

C K

S O

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IL

L E F

L

IA

N R

IV

E R L

A G

O O

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O U

T H

S T L

U C

IE

C

O U

N T

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L O

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ID

A

J

G A

IL

L A

R D

X X

X X

X X -X

X -X -X

X X

X

C O

M P

R E

H E

N S

IV

E E

V E

R G

L A

D E

S R

E S

T O

R A

T

IO

N P

L A

N

C -2

-2

S

T O

R M

W A

T E

R T

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A T

M E

N T A

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A W

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P

R

FINAL RTA

J U

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P

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IF

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S T

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S-011S-011

GENERAL SHEET NOTES :

C O

N C

R E

T E F

O U

N D

A T

IO

N P

A D

FOUNDATION DETAIL

1' 2'0 6"

1' 2'0 6"

FOUNDATION DETAIL

FOUNDATION SECTION

S-011

BEARING PLATE DETAIL

6"0 3" 1'1' 2'0 6"

NOTED TO FACE OF CONCRETE.

CENTERLINES, EXCEPT WHERE CLEAR DIMENSION IS

2. DIMENSIONS TO REINFORCING BARS ARE TO BAR

FOUNDATION. SEE SPECIFICATIONS.

METHOD C, WITHIN FOOTPRINT OF CONCRETE

MAXIMUM DENSITY, AS DETERMINED BY AASHTO T-99,

1. COMPACT SOIL TO 95% OF THE STANDARD PROCTOR

C

M N 1

S-27 S-26

C P

R E

S S

L

C H

A V

E Z

S T

IL

L

IN

G W

E L L D

E T

A

IL

S

-C

S

T A S -0

.d g n

FOUNDATION

PLATE

BEARING

CONCRETE FOUNDATION

1'-1"11"

PLATE

BEARING

OUTLINE

WALKWAY

9"

1"

CONCRETE FOUNDATION

BEARING PLATE

FOUNDATION

CONCRETE

2'-0"

1" MIN. NON SHRINK GROUT

GROUT

SHRINK

1" MIN. NON

GROUT

SHRINK

1" MIN. NON

CLARITY

SHOWN FOR

MEMBERS ARE

ALL FRAMING

SHEET S-010. NOT

FRAMING SEE

CHANNEL

S-011

N

S-011

S-011

M

S-011

M

N

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

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D E

S C

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IP

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N

A

M A

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S

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S U

B M

IT

T E

D B

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"2 111'-11 "2

111'-11 "2 111'-11 1'-9"

"2

"2 1"2

"4

1 (GRATING LENGTH) (GRATING LENGTH) (GRATING LENGTH)

LENGTH)

(GRATING

OVERHANG OVERHANG OVERHANG

OVERHANG

BAR GRATING

SERRATED GALV

" 19-W-416 31Q"x

(G R

A T

IN

G W

ID

T

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RAILING (TYP)

STANDARD

0 2' 4'1'

C C

O N

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IL

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"2 15'-11

OVERHANG

"2

"4

S-012

SECTION 05 50 15.

ZINC-RICH PRIMER IN ACCORDANCE WITH SPECIFICATION

NON-STAINLESS FERROUS STEEL COMPONENTS, APPLY

WELDING AND ABRADED OR BLEMISHED AREAS OF ALL

5. GALVANIZED COATING REPAIR PROCEDURE: FOR FIELD

".2

14. MAXIMUM GAP BETWEEN BAR GRATING PANELS SHALL BE

SPACING.

TYPE GALVANIZED STEEL BRACKETS AT 24" MAXIMUM

CHANNELS USING 13 GAUGE MINIMUM THICKNESS FRICTION-

3. BAR GRATING MAIN BARS SHALL BE ATTACHED TO FRAMING

GRATING PANEL.

SIZE TO THE BEARING BARS TO THE CUT END OF THE

WELDING, PRIOR TO GALVANIZING, A FLAT BAR SIMILAR IN

2. OPEN ENDS OF GRATING PANELS SHALL BE BANDED BY

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

1 A DEFLECTION OF

". GRATING DEFLECTION SHALL NOT EXCEED16

3 19-W-4 1" X

1. BAR GRATING SHALL BE SERRATED GALVANIZED STEEL,

(GRATING LENGTH)

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FOUNDATION

C CAST-IN-PLACE L

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IL

E L C C

O N

C P

IL

E L

"2 111'-11 "2

111'-11 1'-9"

"2

"2 1"2

"4

1 (GRATING LENGTH) (GRATING LENGTH)

LENGTH)

(GRATING

OVERHANG OVERHANG OVERHANG

OVERHANG

BAR GRATING

SERRATED GALV

" 19-W-416 31Q"x

(G R

A T

IN

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ID

T

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RAILING (TYP)

STANDARD

0 2' 4'1'

C C

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"4

(GRATING LENGTH)

S-005

FRAMING PLATFORM DETAIL (PLATFORM 2)F

S-004

FRAMING PLATFORM DETAIL (PLATFORM 1)F

-C

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FOUNDATION

C CAST-IN-PLACE L

C C

O N

C P

IL

E L

"2 111'-11 1'-9"

"2

"2

"4

1 (GRATING LENGTH)

LENGTH)

(GRATING

OVERHANG OVERHANG

OVERHANG

BAR GRATING

SERRATED GALV

" 19-W-416 31Q"x

(G R

A T

IN

G W

ID

T

H

RAILING (TYP)

STANDARD

0 2' 4'1'

OVERHANG (TYP)

"4

GRATING PANEL

OVERHANG (TYP)

"4

GRATING PANEL

PILE

CONCRETE

CL

FOUNDATION

CAST-IN-PLACE

CL

36" STANDARD WIDTH)

GRATING PANEL (24" OR

(TYP)

CLIPS

GRATE

C8 (TYP)

(TYP)

BRACING

LATERAL

E A

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GRATING OVERHANG DETAIL

GRATING OVERHANG DETAIL

GRATING DETAIL

NTS S-013

1 2

SECTION 05 50 15.

ZINC-RICH PRIMER IN ACCORDANCE WITH SPECIFICATION

NON-STAINLESS FERROUS STEEL COMPONENTS, APPLY

WELDING AND ABRADED OR BLEMISHED AREAS OF ALL

5. GALVANIZED COATING REPAIR PROCEDURE: FOR FIELD

".2

14. MAXIMUM GAP BETWEEN BAR GRATING PANELS SHALL BE

SPACING.

TYPE GALVANIZED STEEL BRACKETS AT 24" MAXIMUM

CHANNELS USING 13 GAUGE MINIMUM THICKNESS FRICTION-

3. BAR GRATING MAIN BARS SHALL BE ATTACHED TO FRAMING

GRATING PANEL.

SIZE TO THE BEARING BARS TO THE CUT END OF THE

WELDING, PRIOR TO GALVANIZING, A FLAT BAR SIMILAR IN

2. OPEN ENDS OF GRATING PANELS SHALL BE BANDED BY

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

1 A DEFLECTION OF

". GRATING DEFLECTION SHALL NOT EXCEED16

3 19-W-4 1" X

1. BAR GRATING SHALL BE SERRATED GALVANIZED STEEL,

(GRATING LENGTH)

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S-013 S-012

S-013 S-012

S-006

FRAMING PLATFORM DETAIL (PLATFORM 3)F

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S-013

S-013

S-013

HOLE 3

HOLE 4 HOLE 2

HOLE 1

AXIAL SPIRAL PATTERN

HOLE #4

HOLE #3

HOLE #2

HOLE #1

TOP OF STILLING WELL

TOP OF GRATING

HOLE #4

HOLE #3

HOLE #2

HOLE #1

STILLING WELL

BOTTOM OF

STILLING WELL

BOTTOM OF

SST PLATE

BOTTOM COVER WELDED

SST PLATE

BOTTOM COVER WELDED

EACH HOLE IS 90 DEGREES FROM PREVIOUS HOLE.

" DIA UNLESS OTHERWISE SPECIFIED.2

1NOTE: ALL HOLES SHALL BE

NOTE 7)

CLOTH (SEE

WELL WRAP

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S-014

SCALE: NTS

AXIAL SPIRAL PATTERNSTILLING WELL DETAIL

NO. DESCRIPTION REMARKSSHEET #

SEE THIS SHEET

TELECOMMUNICATION DRAWING T-13

POSITION TRANSDUCER, SEE

FOR DIGITAL ENCODER OR LINEAR

COMPONENT LIST:

INSTRUMENT ENCLOSURE

STILLING WELL - 12" SCHEDULE 20 PIPE

ALUMINUM FLANGE AND COLLAR

SUPPORT BRACKET - 12" SCHEDULE 20 PIPE

GENERAL SHEET NOTES :

C P

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STILLING WELL ELEVATION

S-013

S-018

S-017

S-018

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OF STEELING WELL. SEE CIVIL DRAWINGS.

7. WELL WRAP CLOTH REQUIRED FOR EMBEDDED PROTION

OTHERWISE.

FOR CASES WHERE THE BRACKET IS SUPPORTED

USED SHALL BE 1". ADJUST THE DIMENSION AS REQUIRED

6. IF THE BRACKET IS RAILING SUPPORTED, THE DIMENSION

STEEL U-BOLTS WHEN AFFIXING BRACKET TO RAILING.

" DIA STAINLESS8

3" DIA OVERSIZED HOLES FOR (2) 2

15. (4)

PROVIDED FOR STAINLESS STEEL ROD ATTACHMENT.

" DIA OVERSIZED HOLES SHALL BE8

5 FIT AROUND PIPE. (2)

" DIA STAINLESS STEEL THREADED ROD TO BE BENT TO2

14.

APPROVED EQUAL.

AMERILOCK 2/400 AS MANUFACTURED BY PPG, OR

OR CONCRETE. COAT ALUMINUM WITH (2) COATS OF

3. ISOLATE ALUMINUM IN CONTACT WITH DISSIMILAR METALS

2. WELD ALL SEAMS.

STEEL PIPE.

1. STILLING WELL MATERIAL 12" DIAMETER SCH 20 STAINLESS

SPACE BRACKETS AT 6'-0" MAX

NOTE 7

HOLE FOR

CLEARANCE

1 -204

NOTE 8

�11"

NOTE 9

BENT EDGE

HOLE FOR

-20 CLEARANCE

"4

3"

2" SPACES (TYP OF 9)

MATERIAL.

PATTERN. ALLOW FOR GASKET

DIMENSION TO MATCH HINGE HOLE

CLARITY.

HINGE AND SPACER NOT SHOWN FOR

HOLE FOR 10-32 CLEARANCE, 10 PLACES.

1'-8"

1'-7"

"2

"4

4 PLACES

C'SINK 82° FOR 6-32 CLEARANCE,

SEE NOTE 4

(TYP OF 2)

LOUVER

HOLE FOR

304 S.S. PIANO HINGE

"8 71'-

"8 31'-

"8

"4 32'-

5"

4"

"8

2" SPACE (TYP OF 9)

"8

6061-T6

3/16" ALUMINUM

HINGE SPACER

10 PLACES

CLEARANCE,

10-32

HOLE FOR

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SEE THE TELECOMMUNICATION DRAWINGS

FOR INSTRUMENTS AND ELECTRICAL COMPONENTS

INSTRUMENT ENCLOSURE SIDE AND TOP VIEWS

(NOTE 1) SCALE: NTS

1 2

BASE PLATE

(NOTE 2) SCALE: NTS

GENERAL SHEET NOTES

11. REMOVE ALL BURRS AND BREAK ALL SHARP EDGES.

PATTERNS WHICH SHALL MATCH FEATURE TO BE ATTACHED.

" DEG FOR ANGULAR EXCEPT FOR HOLE4

1 AND +/-

" FOR FRACTIONAL16

110. DIMENSION TOLERANCES ARE +/-

ON �16" BOLT CIRCLE.

"-20 CLEARANCE THIS FACE, 8 PLACES,4

19. C'SINK 82° FOR

8. C'SINK 82° FOR 10-32 CLEARANCE, 3 PLACES.

" �.8

7" �. SERVIT POST PENETRATION SHALL BE 8

3 1

7. INSTRUMENTATION CONDUIT PENETRATION SHALL BE

WHITE POWDER-COATED.

DUPONT CENTARI ACRYLIC ENAMEL (APPLIANCE WHITE) OR

SHALL BE PREDRILLED FOR ALL HOLES THEN PAINTED IN A

6. INSTRUMENT ENCLOSURE, HINGE SPACER AND BASEPLATE

APPROVED EQUAL.

AMERILOCK 2/400 AS MANUFACTURED BY PPG, OR

OR CONCRETE. COAT ALUMINUM WITH (2) COATS OF

5. ISOLATE ALUMINUM IN CONTACT WITH DISSIMILAR METALS

PRODUCT.

LOUVER PENETRATIONS SHALL FIT APPROVED LOUVER

INSTRUMENT ENCLOSURE. PLACE ONE HIGH AND ONE LOW.

4. LOUVERS, WITH SCREEN, PLACED ON TWO SIDES OF THE

EDGE PERIMETER OF INSTRUMENT ENCLOSURE.

3. SPONGE RUBBER GASKET TO BE LOCATED ON BOTTOM

" 6061-T6 PLATE ALUMINUM. 4

12. BASE PLATE SHALL BE

SHOWN. FINISH WITH NO SHARP EDGES.

5052-H32 SHEET ALUMINUM WITH BENDING RADII AS

"8

11. INSTRUMENT ENCLOSURE SHALL BE FORMED OF

C P

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ENCLOSURE WITH BASE PLATE

FABRICATED ALUMINUM INSTRUMENT

SS MARINE HASP

SURVEY REFERENCE MARK

1" CONDUIT AND FITTINGS

CONNECTION

SERVIT POST, SIZED FOR GROUND WIRE

EPDM SPONGE RUBBER GASKET

NO. MODEL/NAMEDESCRIPTION

KEY NOTES

#7033A

MCMASTER-CARR PART

EQUAL

MCMASTER-CARR, OR

20"

TENSIONED

WEBBING FULLY

OPEN ANGLE WITH

E C

D

10 PLACES

CLEARANCE,

HOLE FOR 10-32

20 PLACES

CLEARANCE,

HOLE FOR 10-32

2" SPACE (TYP OF 9)

1" (TYP OF 2)

1" (TYP OF 2)

/4

NOTE 3

BASEPLATE

HINGE

ALL BENDS

R0.030" TYP. OF

(NOTE 1)

TYP 4 CORNERS

BLEND SEAMS.

WELD, FILL, AND

(NOTE 2)

BASE PLATE

BASEPLATE

WEBBING

BASEPLATE

" A

P P

R O

X

INSTRUMENT ENCLOSURE

WEBBING

GASKET

RUBBER

SPONGE

EPDM

6061-T6

3/16" ALUMINUM

HINGE SPACER

(SEE NOTE 5)

SECURITY LOCK

SS MARINE HASP

FRONT

ENCLOSURE

INSTRUMENT

BACK

ENCLOSURE

INSTRUMENT

WEBBING

ENCLOSURE

INSTRUMENT

304 S.S. PIANO HINGE

ALUMINUM 6061-T6

HINGE SPACER 3/16"

SERIES, WHITE (NOTE 4)

LOUVER, 2 1/2" �, REGULAR

POLYURETHANE 1"

WEBBING

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S-016

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LOCK PRIOR TO COMPLETION AND TURNOVER TO DISTRICT.

5. CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY

PRODUCT.

LOUVER PENETRATIONS SHALL FIT APPROVED LOUVER

INSTRUMENT ENCLOSURE. PLACE ONE HIGH AND ONE LOW.

4. LOUVERS, WITH SCREEN, PLACED ON TWO SIDES OF THE

EDGE PERIMETER OF INSTRUMENT ENCLOSURE.

3. SPONGE RUBBER GASKET TO BE LOCATED ON BOTTOM

" 6061-T6 PLATE ALUMINUM. 4

12. BASE PLATE SHALL BE

SHOWN. FINISH WITH NO SHARP EDGES.

5052-H32 SHEET ALUMINUM WITH BENDING RADII AS

"8

11. INSTRUMENT ENCLOSURE SHALL BE FORMED OF

A

B

C

D

E

LTR

ENCLOSURE

TO INSTRUMENT

PIANO HINGE

TO BASEPLATE

PIANO HINGE

BASEPLATE

HASP TO

ENCLOSURE

INSTRUMENT

HASP TO

ENCLOSURE

INSTRUMENT

BASEPLATE/

WEBBING TO

FULLY THREADED

10-32 THREAD, 1" LENGTH,

TORX SOCKET CAP SCREW

18-8 SS BUTTON PIN-IN-

NUTS WASHERS

OUTSIDE Ø= .875"

SS; INSIDE Ø= .265";

SHAPE=ROUND HOLE; 18-8

PIANO HINGE, HASP AND FASTENER SCHEDULE

INSTRUMENT ENCLOSURE AND BASE PLATE ISOMETRIC

SECTION

SECTION

HINGE AND SPACER

SECTION

NTS

C

S-016 S-016

S-016

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SIZE= 10-32

", INCH THREAD8

3W=

TYPE LOCKNUTS, HEX, SS,

")16

9OUTSIDE Ø= .563" (

");4

1SS; INSIDE Ø= .25" (

SHAPE=ROUND HOLE; 18-8

" LENGTH4

310-32 THREAD,

PHILLIPS MACHINE SCREW

18-8 SS FLAT HEAD

" LENGTH4

36-32 THREAD,

PHILLIPS MACHINE SCREW

18-8 SS FLAT HEAD

SIZE= 8-32

", INCH THREAD32

11W=

TYPE LOCKNUTS, HEX, SS,

")16

7OUTSIDE Ø= .438" (

");16

3SS; INSIDE Ø= .188" (

SHAPE=ROUND HOLE; 18-8

"-204

1SIZE=

", INCH THREAD16

7W=

TYPE LOCKNUTS, HEX, SS,

-20 THREAD, 1" LENGTH

"4

1PHILLIPS MACHINE SCREW

18-8 SS FLAT HEAD

APPLICATION FASTENER SPECIFICATION

FULLY THREADED

10-32 THREAD, 1" LENGTH,

TORX SOCKET CAP SCREW

18-8 SS BUTTON PIN-IN-

S-016

A

S-016

C

S-016

BASE PLATE

FLANGE

COLLAR

B

USE .

8 PLACES

(SEE FASTENER

SCHEDULE)

USE ,

4 QUADRANTS (SEE

FASTENER SCHEDULE

AND NOTE 4)

B

A A

B

20 PIPE, AL

12" SCHEDULE

COLLAR

FLANGE

BASEPLATE

FLANGE

COLLAR

SST PIPE WALL

B

C/L

C/L

�18"

12.75"(OD)

"4

112 .25 WALL

20 PIPE, AL

12" SCHEDULE

"4

1OD � 11

ON Ø16" BOLT CIRCLE

CLEARANCE, 8 PLACES,

"-204

1HOLE FOR

4 QUADRANTS

-16,8

3HOLE FOR

CLEARANCE

FIELD DRILL

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SHEET ID

®of Engineers

US Army Corps

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E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\CERP\IRL South\C-23-24 STA\C23-24 STA FY2021 Award\080 - Plans\07 Structures\S-017

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S-017

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COLLAR FABRICATION

NTS NTS

ALUMINUM PIPE - COLLAR - BASE PLATE ASSEMBLY

ASTM D412, ASTM E96, ASTM D3359.

BE COATED WITH ELASTOMERIC BRUSHABLE SEAM SEALER

5. TO MITIGATE INSECT INTRUSION, ALL INTERFACES SHALL

NOT MORE THAN 5 INCHES, FROM THE FLANGE PLATE.

INSTALLATION OF BOLTS SHALL BE AT LEAST 1 INCH, BUT

THE INSIDE OF THE COLLAR AND PENETRATES PIPE;

4. BOLT SHALL BE INSTALLED SUCH THAT IT ENTERS THROUGH

3. COLLAR AND BASE PLATE SHALL BE INSTALLED LEVEL.

2. WELL SHALL BE 12" DIAMETER SCHEDULE 20 ALUMINUM.

" THICK 6061 T6 ALUMINUM PLATE.4

11. COLLAR SHALL BE

C P

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L

C H

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U M

IN

U M S

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IL

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IN

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PIPE

COLAR TO WELL

COLLAR

BASEPLATE TO

LTR NUTS WASHERS

PIANO HINGE, HASP AND FASTENER SCHEDULE

APPLICATION FASTENER SPECIFICATION

THREAD, 1" LENGTH.

- 204

1MACHINE SCREW

18-8 FLAT HEAD PHILLIPS

" LENGTH.2

116 THREAD, 1

-8

3HEX HEAD CAP SCREW,

18-8 SS FULLY THREADED,

16 THREAD SIZE.

-8

318-8 SS HEX NUT,

-20.4

1THREAD SIZE=

, INCH2

1SS, W=

TYPE LOCKNUTS, HEX,

").8

5OUTSIDE Ø= .625" (

");32

9SS, INSIDE Ø= .281" (

SHAPE=ROUND HOLE; 18-8

SCREW SIZE.8

3WASHER,

SIZE. 18-8 SPLIT LOCK

SCREW8

3SS FLAT WASHER

"8

5""8

2"

4"

"2 11'-11

"4

"2 111'-3""2

TYP.

TYP.

TYP.

TYP.

(2) TYP

TYP

TYP.

(FIELD VERIFY)

2'-11"

"4

PIPE SADDLE SUPPORT

TYPE 316, ADJUSTABLE

STAINLESS STEEL,

LENGTH TO SUIT

TYPE 316, WITH THREADED END

3" SCH 40 PIPE STAINLESS STEEL,

BOLT (TYP EACH SIDE)

" SST TYPE 3168

3(2)

"2 1" X 4" X 3'-24

1CURVED PLATE

"2 1" X 4" X 78

3PLATE

" X 12" X 1'-6"8

3PLATE

"16 3" X 10" X 1'-14

CURVED PLATE

"16 7" X 564

23" X 128

3(2) PLATE

" X 12" X 1'-6"8

3PLATE

"16 7" X 5 64

23" X 12 8

3PLATE

" DIA HOLES16

U-BOLT (TYP) WITH

" SST TYPE 3164

"2 1" X 6" X 2 8

3(2) PLATE

"2 1" X 4" X 78

3(2) PLATE

BOTTOM PLATE)

(THRU TOP &

" DIA HOLE4

"2 1" X 6" X 28

3(2) PLATE

PIPE, AL

12" SCHEDULE 20

PIPE, AL

12" SCHEDULE 20

PIPE, AL

12" SCHEDULE 20

(FIELD VERIFY)

2'-11"

"2 1" X 12" X 1'-112

1SST TYPE 316 PLATE

5/8" SST BOLT (TYP)

"2 12"2

11'-6"2

/2

/2

/2

/2

/2

/2

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