05_Mechanical_114527_HHDRCRHP5_ADVER.pdf
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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.
M A
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US Army Corps
Jacksonville District
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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
P L
A N A
N D E
L E
V A
T
IO
N S
L A
N D
S
ID
E S
T
IL
L
IN
G W
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L
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
N
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US Army Corps
Jacksonville District
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M
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
M E
C H
A N
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A L
M .D
SECTION
SCALE: AM-01
B
S E
C T
IO
N S A
N D D
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
-H
H D
R C
R H
P -M
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G N
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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L
IN
G W
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L
1'-6" X 7" X 1/2" PLATE (PROVIDE BOLT HOLES AS REQUIRED)
M A
Y
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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US Army Corps
Jacksonville District
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N /A
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A S S
H O
W N
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P -1
-R -0
M
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
R H
P -M
I3 .D
G N
GRAPHIC SCALE
S T
IL
L
IN
G W
E L
L
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
A
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
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N
N /A
N /A
/5 /2
A S S
H O
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M
| M-01 |
| M-02 |
| M-03 |
| M-04 |
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