05_Mechanical_114527_HHDRCRHP5_ADVER.pdf

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Herbert Hoover Dike Rehabilitation, Structure Replacements S-284 (HP-5) Reconstruction, Glades County, Florida
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W912EP18R0042
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18R0042 Plans 05 Mechanical

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W/ CLAMPS

1" CONDUIT

SEE NOTE 4

BOTH SIDES (TYP)

1/4" X 3" SLOT

HEADWALL STRUCTURE

DWGS)

(SEE ELECTRICAL

COUNTERPOISES

3'-6"

INSTRUMENT ENCLOSURE

S L

O T S

O C

(S

P A

C E

NOTES:

LAKESIDE PLAN

A

M-01

SCALE: A

M-03

B

LAKESIDE ELEVATION

SCALE: A

A

M-01

25 24

M-03C

"A" 24"12" 0 2' 4' 6' 8' 10'

C

M-04

GRAPHIC SCALE

STILLING WELL

C

C

N

THE STILLING WELL.

RESPONSIBLE FOR THE PROPER INSTALLATION OF

VERIFIED BY THE CONTRACTOR WHO IS SOLELY

8. DIMENSIONS AND ELEVATIONS SHOWN SHALL BE

AND ELEVATIONS BEFORE CONSTRUCTION.

7. CONTRACTOR SHALL FIELD-VERIFY PIPE LENGTHS

CIRCUIT SCHEDULE ON ELECTRICAL DRAWINGS.

CONDUCTORS INSTALLED PER THE RTU DRAWINGS, OR

6. ALL CONDUITS SHALL HAVE PULL STRINGS OR

HEIGHT OF THE STILLING WELL.

MORE THAN 1/2" DEVIATION FROM VERTICAL OVER THE

5. THE STILLING WELL SHALL BE INSTALLED PLUMB WITH NO

SEE ELECTRICAL SPECIFICATIONS.

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

3. GROUND ALL METAL PARTS TO CONTROL BUILDING GROUNDING GRID.

DRAWING M-03 FOR THE PARTS LIST.

2. FOR FEATURES NOTED USING CIRCLE CALLOUTS , REFER TO

1. SEE DRAWING S-02 FOR LOCATION OF THE LAKESIDE STILLING WELL.

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INSTRUMENT ENCLOSURE

"(TYP)

SIDES

BOTH

SLOT

1/4" X 3"

S L

O T S

O C

(S

P A

C E

LOOP AT CONTROL BLDG.

TO COUNTERPOISE LOOP

FROM COUNTERPOISE

GROUND CABLE

#4 AWG BC

CONTROL BLDG

W/ CLAMPS TO

1" CONDUIT

CONTROL BLDG

W/ CLAMPS TO

1" CONDUIT

LOOP

FROM COUNTERPOISE

GROUND CABLE

#4 AWG BC

CONTROL BLDG

W/ CLAMPS TO

1" CONDUIT

LOOP

FROM COUNTERPOISE

GROUND CABLE

#4 AWG BC

LOOP AT CONTROL BLDG.

TO COUNTERPOISE

CONTROL BLDG

W/ CLAMPS TO

1" CONDUIT

LOOP

FROM COUNTERPOISE

GROUND CABLE

#4 AWG BC

M-02

M E

C H

A N

IC

A L

J .D .H

GENERAL NOTES:

STRUCTURE

A

M-02

GRAPHIC SCALE

"A" 6'4'2'012"24''

SCALE: A

PLAN

-H

H D

R C

R H

P -M

I1

B

M-03

ELEVATION

SCALE: AM-02

A

ELEVATION

SCALE: AM-02

C

M-03

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A N A

N D E

L E

V A

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HP-5 LANDSIDE

1 2 3 4 5

(FT-NAVD88)

WALKWAY STILLING WELL TABLE

D

M-04

C

M-02

C STILLING WELL

M A

Y

7.021.0 15.0

22.0 +/- 22.0 +/-

6. FOR SLOPE, SEE CIVIL DRAWINGS.

THE STILLING WELL.

RESPONSIBLE FOR THE PROPER INSTALLATION OF

VERIFIED BY THE CONTRACTOR WHO IS SOLELY

5. DIMENSIONS AND ELEVATIONS SHOWN SHALL BE

AND ELEVATIONS BEFORE CONSTRUCTION.

4. CONTRACTOR SHALL FIELD-VERIFY PIPE LENGTHS

CIRCUIT SCHEDULE ON ELECTRICAL DRAWINGS.

CONDUCTORS INSTALLED PER THE RTU DRAWINGS, OR

3. ALL CONDUITS SHALL HAVE PULL STRINGS OR

HEIGHT OF THE STILLING WELL.

MORE THAN 1/2" DEVIATION FROM VERTICAL OVER THE

2. THE STILLING WELL SHALL BE INSTALLED PLUMB WITH NO

LANDSIDE STILLING WELL.

1. SEE DRAWING C-13 FOR LOCATION OF THE

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1'-0"

11" DIA.

"4 31'-

NOMENCLATURE OR DESCRIPTION

PARTS LIST

QTY

SPECIFICATION

MATERIAL

8LF

" PLATE4

1" x 4

3" x 20 8

" PLATE4

1" x 2

1" x 23 2

COMBINATION PADLOCK AND PROTECTOR GRAINGER PART NOS.

12 INCH WELL CASING

" PLATE4

1" x 2

1" x 23 8

" PLATE4

1" x 2

1" x 23 2

" PLATE4

1" x 2

1" x 23 2

" PLATE4

1GUSSET: 3" x 3" x

" HOLES8

5" PLATE W/ 4

1" ID, 8

7COLLAR: 3" WIDE, 12

" THK LEAF8

1" PIN Ø, 8

3PIANO HINGE: 3" WIDTH,

" x 4" x 16"4

3INSTRUMENT BOARD:

" EYE ID8

5" THICK, 4

" THREADED STUD W/ 2 NUTS & 2 WASHERS2

1-16 X 4 8

" W/ SST INSECT SCREEN2

1" x 7 2

1LOUVER: 5

" LG8

5" GRIP, 2" PROJECTION, 6 8

5HANDLE: 1" x

", W/ FLAT WASHER2

1"-13 x 1 2

1FLAT HEAD BOLT:

"-13, W/ NYLON INSERT2

1SELF-LOCKING NUT:

" WIDE2

1" LG, 8

5" INNER WIDTH, 4

1EDGE TRIM:

" U-BOLT WITH NUTS AND WASHERS8

" SST WEDGE TYPE ANCHOR BOLTS4

" BLIND FLANGE PLATE8

" X 3" FLANGE BOLTS8

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

STAINLESS STEEL

STAINLESS STEEL,T316

STARBOARD POLYMER

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

NEOPRENE

STAINLESS STEEL

STAINLESS STEEL

1U172 & 4AXZ7

NOTES:

F

M-04

E

M-04

C

TYP

TYP

M-03

10 5 15

17 18

TYP4

M-03

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SECTION

SCALE: AM-01

B

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E T

A

IL

S

"A" 12''6''3''0

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

DETAIL

SCALE: N.T.S.

M-03

A .K .Y

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12" PIPE FLANGE SLIP ON WELDED

GRAPHIC SCALE

DETAIL

SCALE: A

M-02 M-01

M-02

STAINLESS STEEL

STAINLESS STEEL

" EXT LENGTH8

3GAS SPRING, OPEN ASSIST: 26

3/4" ROD WITH THREADED ENDS WITH NUTS AND WASHERS

S T

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IN

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1'-6" X 7" X 1/2" PLATE (PROVIDE BOLT HOLES AS REQUIRED)

M A

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5. FOR ELECTRONIC COMPONENTS, SEE KEY NOTES ON DWG M-04.

LIST IS THE KEY NOTES TABLE ON DWG M-04.

LAKESIDE AND LANDSIDE STILLING WELLS. AN ADDITIONAL PARTS

4. MATERIAL QUANTITIES AND DETAILS SHOWN ARE FOR THE

MACHINE SCREWS @ 4" OC IN BOTH LEAFS.

3. PIANO HINGE SHALL BE MOUNTED TO ENCLOSURE WITH NO. 10

2. ALL BOLTS, NUTS, AND WASHERS SHALL BE STAINLESS STEEL.

STEEL SELF-LOCKING HEX NUTS.

RESISTANT TYPE, W/ STAINLESS STEEL WASHERS AND STAINLESS

1. ALL MACHINE SCREWS USED SHALL BE STAINLESS STEEL AND TAMPER

29 1 STAINLESS STEEL

CHAIN, LENGTH TO KEEP COVER @ 90 °- 95°

" PLATE4

1" x 24" x 2

" PLATE4

1" x 24" x 2

30 8 7/8" U-BOLT WITH NUTS & WASHERS STAINLESS STEEL

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1" Ø

PL. SST. 1/2" (TYP)

3"

R 6 3/8"

OUTSIDE

(TYP)

PL. SST, 1/2"

(TYP)

5 7/8"

"4

5 3/4"

R 6 3/8"

OUTSIDE

"4 38 8"

(TYP)

PL. SST, 1/2"

" 1

/2

1'-6"

"8

"4 33 "8

(T Y

P

/4

DWG M-03

SEE NOTE 3,

SCREWS, "8

12 "4

31'-1

15/16" DIA HOLE (TYP)

13/16" HOLE

HOLE

1" DIA DRAIN

13/16" HOLE

15/16" HOLE

15/16" HOLE

"16

2'-0"

"8 58 1'-0"

"2

NOTES

1 SUTRON

AS REQUIRED

AS REQUIRED

1 SUTRON

1 (BALLUFF OPTION)

ALUMINUM ENCODER ENCLOSURE

4" X 4" X 2" PLASTIC NEMA 4 JUNCTION BOX

INCREMENTAL ENCODER

INSTRUMENT ISOLATION BOARD

4 PIN CONNECTOR

1" CONDUIT AND FITTINGS

SENSOR WIRE

INCREMENTAL ENCODER PULLEY: 4" DIAMETER, INSULATED

13.5"W X 18"D X 8.2"H NEMA 4X,WHITE,FRP,CR10 ENCLOSURE

40 AH BATTERY

TAPE INDICATOR: INSIDE GAGE 5307015

LINEAR POSITION TRANSDUCER

FLOAT END AND WEIGHT HOOKS

FLOAT

SUTRON 56-0540

STARBOARD, OR EQUAL

THOMAS AND BETTS #2672 OR EQUAL

CONXALL CXS3106A14S2S300

HIF - 5306002

CAMPBELL SCIENTIFIC ENC 12/14 #13719

BALLUFF BTL-5-E17-M3048-2-SU034-K05

DESIGN ANALYSIS H-262-25

DESIGN ANALYSIS H-262-10

HIF 530612

" STRAIGHT STRAIN RELIEF CORD CONNECTOR2

" X 12" SS AIRCRAFT CABLE WITH SS CRIMP SLEEVES (2)8

S.S. FLAT WEIGHT: 10 OZ. MIN.

S.S. FLOAT TAPE: MARKED INCREMENTS OF 0.01 FT.

NOT SHOWN

NOT SHOWN

KEY NOTES:

STILLING WELL

QUANTITY PER DESCRIPTION

MODEL/NAME REMARKS

SECTION

SCALE: AM-03

E

SECTION

SCALE: AM-03

F

SECTION

SCALE: AM-04

G

TAPE AND ENCODER

SCHEMATIC

NTS

SECTION

SCALE: AM-04

H

10 1

17 18

34 6

C

TYP

M-04

M E

C H

A N

IC

A L

S E

C T

IO

N S A

N D S

C H

E M

A T

IC14

C

"A" 12''6''3''0

J .D .H

-H

H D

R C

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P -M

I3 .D

G N

GRAPHIC SCALE

S T

IL

L

IN

G W

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SECTION

SCALE: AM-01

C

G

M-04

H

M-04

SECTION

SCALE: AM-02

D

C C

H

M-04

G

M-04

TYP

C C

M A

Y

SEE DRAWING M-03

MEASUREMENT W/ CABLE CLAMP

VENTED PRESSURE TRANSDUCER FOR WATER LEVEL SUTRON OTT-PLS

SDI-12 OUTPUT

1 (CR1000 OPTION)

1 (CR1000 OPTION)

COMPANY PART NUMBER: 802-370

MANUFACTURER: RICKLY HYDROLOGICAL

NOT SHOWN

THE FLOAT TAPE SHALL NOT BE CUT BEFORE THE PRE FINAL INSPECTION (SECURE EXCESS TAPE IN A LOOP).

READ OUT IN NGVD29. THE WATER LEVEL INDICATOR SHALL POINT TO THE CURRENT WATER ELEVATION.

FROM THE ESTABLISHED NAVD88 CONTROL MONUMENT, A CONVERSION FACTOR SHALL BE APPLIED +1.18 TO

3. THE CONTRACTOR IS RESPONSIBLE FOR SETTING THE FLOAT TAPE. THE FLOAT TAPE SHALL BE SET

D, WHICH IS FOR THE LANDSIDE STILLING WELL ONLY.

THE EXCEPTION OF DETAIL C, WHICH IS FOR THE LAKESIDE STILLING WELL ONLY AND DETAIL

THESE DETAILS SHALL BE APPLIED TO THE LAKESIDE AND LANDSIDE STILLING WELLS, WITH2.

FOR FEATURES NOTED USING A CIRCLE CALLOUT , REFER TO DRAWING M-03 FOR THE SCHEDULE.1.

DATUMN 1/8" HIGH LETTERS

SCRIB ELEVATION AND

G .D

A .K .Y

.TO NAVD88. +1.2 TO NGVD29.

SURVEY ELEVATION TAG. SURVEY ELEVATION REFERENCED

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DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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M-01
M-02
M-03
M-04

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