SW3220201_Plansheet - Misc. Detail_20220425 (8)

2'-6"
(MIN.)
FINISHED GRADE
O
00
COMPACTED EARTH
BACKFILL
—1 1—I
—I Y- I i—
ADJUSTABLE CAST
IME
dI-1 li
IRON VALVE BOX
GRAVEL OR
�j
6" GATE
WASHED STONE
VALVE
CONC. SUPPORT PAD
AND THRUST BLOCK
a
UNDISTURBED EARTH
II
—I
zQ
2 4" GALVANIZED RODS
WITH GALVANIZED
NUTS OR TYLER LONG
SWIVEL ADAPTER
TEE CONNECTION
00
OR EQUAL
TO WATER MAIN
CONC. THRUST
BLOCK
UNDISTURBED
EARTH
NOTES:
1. ON ROADS WITH CURB AND GUTTER, INSTALL HYDRANT 2' FROM
BACK OF CURB; ON ROADS WITHOUT CURB AND GUTTER, INSTALL
HYDRANT 6' FROM EDGE OF PAVEMENT.
2. 4" OUTLET TO BE TURNED FACING ROADWAY.
3. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED EARTH, SEE
DETAIL FOR MINIMUM DIMENSIONS.
4. FIRE HYDRANT TO BE MEET THE REQUIREMENTS OF THE TOWN OF
WINGATE.
5. SEE UTILITY PLAN FOR ACTUAL CONFIGURATION OF FIRE HYDRANT,
PIPE, VALVES, AND CURB & GUTTER.
I Fire H Brant Assembl
N.T.S.
SHUT-OFF VALVE #1
SEE NOTE #2
TEST COCK #1
RESTRAINED JOINT
SEE NOTE #3
HINGED ACCESS OR
REMOVABLE INSULATED
ENCLOSURE MEETING ASSE
1060 SPECIFICATIONS.
ENCLOSURE TO INCLUDE
DRAIN PORT(S) PER CLT WATER
REQUIREMENT.
SUPPORTS
SEE NOTE #4
SLOPE GROUND
COVERAWAYFROM I=III—I a—
SLEEVE REQUIRED
(TYP. )
RESTRAINED JOINT
SEE NOTE #3
2 1 /2" - 10" Reduced Pressure Principle Assembl
(Above Ground), N.T.S.
UNDISTRUBED
EARTH TEE CONNECTION
=1I TO WATER MAIN
CONC. SUPPORT _ a
PAD AND THRUST =III— • CONC. THRUST
_ ° _' 1= I— BLOCK
BLOCK 11 III III III L�
-1-1 11-1 UNDISTURBED
2— J" GALVANIZED RODS W/ EARTH
GALVANIZED NUTS OR TYLER LONG
SWIVEL ADAPTER OR EQUAL (TYP.)
6" THICK LAYER OF
#57 WASHED STONE
Fire Department Connection
N.T.9.
o
i�
LOCKING KNOX BOX
CAPS TO BE INSTALLED.
UL LISTED FIRE DEPARTMENT CONNECTION
SIZE AND THREADS SHALL MEET CITY
FIRE DEPARTMENT REQUIREMENTS
FDC SIGN CHAINED TO FDC (SUBMIT
SHOP DRAWING OF FINAL DESIGN)
FINISHED GRADE
90° BEND
6"0 GALVANIZED PIPE
6" 0 CHECK VALVE
W/ BALL DRIP
6" 0 DIP OR GAL. PIPE
REDUCED PRESSURE PRINCIPLE ASSEMBLY
� J
CHECK VALVE #1
CHECK VALVE #2
FLOW
12" MIN. RELIEF VALVE
30" MAX. OUTLET
o a
a 1 a a
L
LOWEST POINT OR
RELIEF VALVE OUTLET
SUPPORT, PAD AND
CONCRETE FOOTINGS AS
REQUIRED BY SYSTEM DESIGNER
— SHUT-OFF VALVE #2
SEE NOTE #2
LCOVER MUST NOT
OBSTRUCT VALVE
V" MIN. BEING FULLY
OPENED
MIN. 4" THICK
CONCRETE PAD
REQUIRED
SUPPORTS
SEE NOTE #4
DUCTILE IRON PIPE OR
TYPE K OR L COPPER
TUBING FOR MIN. OF 5'
ON EACH END OF ASSEMBLY.
SEE NOTE #3
SLEEVE REQUIRED
(TYP. )
�5
IT
mf- - - - - -
m � a
PLAN -BENDS
24" MIN. — 12" & LARGER PIPE
18" MIN. — 10" & SMALLER
SECTION X-X
1/4 BENDS
1/8 BENDS1/16
BENDS
TEES
PLUGS
SIZE
A
B
A
B
A
B
A
B
C
D
2 1/2"-4"
16"
10"
9"
10"
6"
8"
10"
12"
10"
21"
8"
1 22"
13"
12"
13"
8"
10"
13"
16"
12"
29"
10"
26"
17"
14"
17"
10"
13"
16'
20"
14"
36"
12"
29"
21"
16"
21"
11 "1
16"
18"
24"
16"
41"
14"
35"
24"
19"
24"
12"
20"
22"1
27"
18"
48"
16"
38"
27"
21"
27"
1 12"
24"
24"
1 30"
20"
54"
6" THICK C
SLOPE TO DR/
18" MIN.
c/ o
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U N
N
PLAN & ELEV. - PLUGS Q
NOTE:
BASED ON 100 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER
ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND
Concrete Thrust�Blo�ck
T.S � N..
NOTE:
1. POST INDICATOR VALVE SHALL
BE MUELLER CO. MODEL
#A-20804 OR APPROVED EQUAL.
2. PROVIDE SUPERVISORY SWITCH,
ENUNCIATED TO FIRE ALARM
PANEL.
b Post Indicator Valve
N.T.S.
I-1/'1T A TIA I^ WRENCH
',OMMON
SITION INDICATOR
DRIVEWAY/STREET
;ONC.
I)
ADE
/E
4 �N.T.e ValveS.
"'A"'r `_RVICE CAST
FINISH GRADE OR PAVING
ADJUSTABLE CAST IRON
VALVE BOX SLEEVE WITH
COVER
CAST IRON VALVE BOX
BASE
SEE PLANS AND
SPECIFICATIONS FOR SIZE
AND TYPE OF VALVE
704.333.0093
C DESIGN INC. www.cdesigninc.com
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Cabarrus County
Frank Liske Park
4001 Stough Rd
Concord, NC 28027
Kyle Bilafer
704.920.3201
cbenesch 4� y
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, INC 28208
www.benesch.com
704.521.9880
Project # 17000392
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copyright 2021, C DESIGN INC.
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PLAN NORTH
z PROJECT NUMBER 0604-0522
DATE 10.28.2021
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Construction
w Details
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