SW6210906_Plansheet - SCM Detail_20211014

A
A/2
A/2 UNDISTURBED
EARTH
04
IDISTURBED
RTH
N
4
­iRTH
ELEVATION
04
<
04
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
6
8
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
11 114' BEND
0.5
0.8
1.0
1.3
1.5
2.0
2.3
2.5
3.0
TEE BRANCH/DEAD END
1 1.2
1 1.7
1 2.3
1 2.9
1 3.4
1 4.5
1 5.1
1 5.7
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 [:1 �2- 12"
I I -=-
A.: 4; 1:� . ' :� .-A. . - . .
A .. .: . I ' ...
A ' .. .. .. %
8- STONE (ABC)
COMPACTED TO
95% DENSITY
COMPACTED
BACKFILL
fe)-,
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
VARIES
CARRIER PIPE
CONCRETE DRIVEWAY
-OPEN, CUT AND PATCH
N.T.S.
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
EXISTING ASPHALT
DRIVEWAY
EXISTING CONCRETE
OPEN CUT AND PATCH DETAILS
1' MAX.
STORZ CAP TO
0
o FACE STREET
.1 GATE VALVE
zo 8 MIN.
AND VALVE BOX
E
CUT SLOT FROM INSIDE
VALVE CAN. INSTALL
WIRE THROUGH SLOT.
PRE -CAST
CONCRETE VALVE
COLLAR
1/2'
w
�_ =1111
IIIIII II IIIIII II
1/3 C.Y. NO.
ui
>
0
CAST IRON VALVE BOX
57 WASHED
MECHANICAL JOINT
3/4- THREADED
SHALL BE TYLER, EAST
STONE AROUND
END W/MEGA LUG 2�
ROD (2 REQUIRED)
1,1
JORDON IRONWORKS OR
APPROVED EQUAL
WEEP HOLE
6)) DUCTILE
WATER
2" SQUARE
F
L IRON PIPE
1
IN
�F
OPERATOR NUT
"o)
1 n.n nn nn
o
o
6" MJxFLG P
'
90* BEND
D
CONCRETE LENGTH TO BE DETERMINE
THRUST BLOCK IN THE FIELD MECHANICAL JOINT
T17r tAl /k r r_j
NOTES: MECHANICAL JOINT END W/MEGA LUG TEE W/MEGA LUG
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 I I
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
g
1111111M 11111111
TRACER WIRE #12 COPPER WIRE
MECHANICAL JOINT COATED FOR DIRECT BURIAL
GATE VALVE
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"
1 /4"7-5/16"
-
O
clIj
I
n
OR 2-
[Ij 91,
< M 7-5/8"
7-3/8"
> 6-3/8"
N
-oo 1 1-1 1 1
COMPLETE BOX
. . ..... T 8 I1
10-1/4 w DIMENSIONS IN INCHES
M _j LENGTH
<
BoTrom Swim TOP BOTTOM
10 15
10 24
16 24
16 36
26 36
6-5/8" 26 48
NOTES: 7-1/8" 26 60
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
WS
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS VALVE BOX DETAIL
HOKE COUNTY, NORTH CAROLINA
4 11
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D is im t e
solutions
engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
BROOKE
VALLEY
SUBDIVISION
WATER DETAILS
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metrornedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1781
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
SEPTEMBER 8, 2021
SHEET NUMBER
G6.3