SW6220902_Plansheet - Misc. Detail_20221102 (4)

UNDISTURBED
EARTH
Z
N
IDISTURBED
RTH
V
Q
�l
­RTH
ELEVATION
N
¢
N
IIIIIII ¢
IIIIIII=IIIIIII= Imo''
UNDISTURBED EARTH
PLAN ELEVATION
NOTES:
1. THRUST BLOCKS SHALL BE CONSTRUCTED OF 2500 P.S.I. CONCRETE.
2. INSTALL TAR PAPER AROUND BEND OR FITTING TO PREVENT BONDING OF CONCRETE.
DIMENSION A (FEET)
BEND /FITTING
PIPE SIZE (NOM. DIA. IN INCHES)
4
1 6
8
1 10
12
16
18
20
24
90' BEND
1.4
2.0
2.7
3.4
4.0
5.4
6.0
6.7
8.0
45' BEND
1.0
1.5
2.0
2.5
3.0
4.0
4.5
5.0
5.9
22 1/2' BEND
0.8
1.1
1.5
1.8
2.2
2.9
3.2
3.6
4.3
11 1/4' BEND
0.5
0.8
1 1.0
1.3
1.5
2.0
2.3
1 2.5
3.0
TEE BRANCH/DEAD END
1 1.2
1 1.7
1 2.3
2.9
3.4
4.5
1 5.1
1 5.7
1 6.8
CONCRETE THRUST BLOCK DETAIL
FOR HORIZONTAL BENDS AND TEES
N.T.S.
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
CONCRETE THRUST BLOCK DETAIL
FOR HORIZONTAL BENDS AND TEES
2" S9.5B ASPHALT (MIN.) 4'-0" MAXIMUM
OR EXIST. THICKNESS
12" 12"
e.
` of
n f W
>
O
U
8" STONE (ABC) Z
COMPACTED TO
95% DENSITY o
I
COMPACTED M
BACKFILL
� CARRIER PIPE
ASPHALT DRIVEWAY
OPEN, CUT AND PATCH
N.T.S.
4" 3000 PSI CONCRETE
OR MATCH EXISTING
THICKNESS, WITCH EVER
IS GREATER
6" STONE (ABC)
COMPACTED TO
95% DENSITY
COMPACTED
BACKFILL
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
VARIES
12"
EXISTING ASPHALT
DRIVEWAY
12"_1 /-- EXISTING CONCRETE
M
CARRIER PIPE
CONCRETE DRIVEWAY
OPEN, CUT AND PATCH
N.T.S.
OPEN CUT AND PATCH DETAILS
1' MAX.
Q
o�
O (S
I
U =
z�
1 /3 C.Y. NO.
57 WASHED
STONE AROUND
WEEP HOLE
STORZ CAP TO
FACE STREET
GATE VALVE
18" MIN. AND VALVE
BOX
w
>
MECHANICAL JOINT
END W/MEGA LUG
z
6" DUCTILE
IRON PIPE
o
I
r�
3/4" THREADED
ROD (2 REQUIRED)
WATER
MAIN
° 0
6" MJxFLG °°°
90° BEND .:.: -` rMECHANICAL
CONCRETELENGTH TO BE DETERMINED
THRUST BLOCK IN THE FIELD JOINT
MECHANICAL JOINT END W/MEGA Lto MEGA LUG
NOTES:
1. FIRE HYDRANTS SHALL BE INSTALLED NO MORE THAN ONE FOOT WITHIN THE N.C.
D.O.T. RIGHT-OF-WAY.
2. THE DISTANCE FROM THE WATER MAIN TO THE FIRE HYDRANT VARIES. THE
CONTRACTORS BID PRICE FOR FIRE HYDRANT ASSEMBLIES SHALL INCLUDE THE COST
FOR THE VARYING FIRE HYDRANT LEG LENGTH.
3. COSTS TO INSTALL THE FIRE HYDRANT TO GRADE SHALL BE PAID BY THE CONTRACTOR.
FIRE HYDRANT AND VALVE DETAIL
N.T.S.
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
1 /2,
STAINLESS STEEL
WRAP AROUND SLEEVE
THRUST L
BLOCK
SOLID 4" CONCRETE
BLOCK W/ STONE
FIRE HYDRANT DETAIL
PRE -CAST
CONCRETE
VALVE COLLAR
SCREW -TYPE ADJUSTABLE
CAST IRON VALVE BOX,
SEE DETAIL W-5
TAPPING
VALVE
TAPPING SLEEVE AND VALVE ASSEMBLY
N.T.S.
NOTES
1) TAPPING SLEEVE SHALL BE STAINLESS STEEL
WRAP -AROUND TYPE AS MANUFACTURED BY
FORD, MUELLER, OR ROMAC.
2) PLACE TAPPING VALVE ON 4" CONCRETE BLOCK.
PLACE BLOCK ON 6" COMPACTED #57 STONE.
BACKFILL AROUND SLEEVE AND VALVE WITH STONE TO
TOP OF PIPE.
FULL CIRCLE SS BODY AS MANUFACTURED
BY SMITH/BLAIR OR ROMAC
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
TAPPING SLEEVE AND VALVE
ASSEMBLY
6
PRE -CAST
CONCRETE VALVE
COLLAR
MECHANICAL JOINT
GATE VALVE
CUT SLOT FROM INSIDE
VALVE CAN. INSTALL
WIRE THROUGH SLOT.
1 /2"
CAST IRON VALVE BOX
SHALL BE TYLER, EAST
JORDON IRONWORKS OR
APPROVED EQUAL
2" SQUARE
OPERATOR NUT
TRACER WIRE #12 COPPER WIRE
COATED FOR DIRECT BURIAL
NOTE:
ALL GATE VALVES SHALL
BE PLACED ON AN 80 LB.
BAG OF SACRETE.
NOTE:
CONTRACTOR SHALL PROVIDE CONCRETE FORCE MAIN AND WATER MAIN GATE
VALVE MARKERS ON RIGHT OF WAY LINE. MARKER SHALL HAVE THE LETTERS
F.M.R. OR R.W.V. OR P.W.V.
GATE VALVE ASSEMBLY
N.T.S.
HOKE COUNTY REGIONAL
GATE VALVE
WATER SYSTEM DETAILS
ASSEMBLY
HOKE COUNTY, NORTH CAROLINA
WATER
5-3/4"
5-1/4
/4" 7-5/1 6"
O M M
N
N
\ 1h" OR 2"
7"
w 9"
a 7-5/8"
a 7-3/8"
6-3/8"'
co
M
I- I YFI COMPLETE BOX
8
10-1 4 DIMENSIONS IN INCHES
LENGTH
co
Q N
BOTTOM SECTION TOP BOTTOM
10 15
10 24
16 24
16 36
/ILA 26 36
6-5/8" 26 48
7-1/8" 26 60
NOTES:TOP SECTION
1. VALVE BOX SHALL HAVE RAISED LETTERS "WATER" CAST INTO COVER.
2. VALVE BOX ACCOMMODATES 4" THRU 12" VALVES.
3. VALVE BOX SHALL HAVE J" HOLE DRILLED IN TOP SECTION THRU WHICH
A J" X 1j" GALVANIZED BOLT SHALL BE USED TO SECURE A 12GA.
THHN TRACER WIRE FOR NON-FERROUS PIPE. A WASHER SHALL
BE USED BETWEEN NUT AND
INSIDE OF BOX.
TIGHTEN HAND TIGHT.
4. SCREW TYPE VALVE BOXES
ARE REQUIRED.
5. DIMENSIONS SHOWN MAY
VARY DEPENDING UPON
THE MANUFACTURER.
VALVE BOX DETAIL
NTS
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS VALVE BOX DETAIL
HOKE COUNTY, NORTH CAROLINA
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
WATER DETAILS
CLIENT
RAEFORD
DEVELOPMENT
COMPANY, LLC
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1632
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
APRIL 5, 2022
SHEET NUMBER
C-603