SW6220902_Plansheet - Misc. Detail_20221102 (5)

5' MIN. EXIST. ROAD 20' AVG.
POLY. WATER
SERVICE LINE
BRASS ADAPTER
FOR
COMPRESSION
CONECTION
CORPORATION
STOP
SADDLE
TYPICAL HOUSE SER
N.T.S.
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
[ A
METER BOX ON P
ANGLE
VALVE
DOUBLE CHECK
VALVE
COMPRESSION
7
FITTING
PVC CASING
CLASS 200)
VICE DETAIL (LONG)
1�. INLETS WILL HAVE A BRASS ADAPTER
AS REQUIRED FOR A COMPRESSION
FITTING TO 'IPS" WATER SERVICE PIPE.
2. YOKE WILL HAVE CHECK VALVE THAT
SHALL HAVE SPRING ASSISTED SEATING,
AND THE SEAT SHALL BE OF BUNA—N—
RUBBER.
3.OUTLET SHALL BE FORD DOUBLE
PURPOSE COUPLING OR APPROVED
EQUAL.
4.METER YOKES SHALL BE SUPPORTED
AS
CALLED FOR IN SPECIAL PROVISIONS.
TYPICAL HOUSE SERVICE DETAIL
(LONG)
5.75" �I 5.75"
17.25"
20.125"
SECTION A —A
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
SOLID COVEF
F
METER BOX
(GONG., C/I, OR
PLASTIC
COPPER SETTER TO BE
0 FORD (VHH172-7W—SN)
OR APPROVED EQUAL
METER
YOKE
SECTION B—B
WATER METER BOX QUAIL
N.T.S.
MIN. AVG. WGT.
FRAME
50 LBS.
COVER
20 LBS.
WATER METER BOX DETAIL
83
S.
DOUBLE METER BY
CHECK VALVE OTHERS
METER BOX
(CONC., C/I,
OR PLASTIC
OUTLET
COPPER SETTER
TO BE FORD
(VHH 172-7W—SN)
OR APPROVED
R/W
ANGLE
VALVE
CORPORATION
STOP
POLY. WATER SERVICE LINE
COMPRESSION SADDLE
FITTING %- I
EQUAL BRASS ADAPTER
METER FOR
YOKE COMPRESSION
CONECTION
TYPICAL HOUSE SERVICE DETAIL (SHORT)
N.T.S.
NOTES:
1. INLETS WILL HAVE A BRASS ADAPTER
AS REQUIRED FOR A COMPRESSION
FITTING TO "IPS" WATER SERVICE PIPE.
2. YOKE WILL HAVE CHECK VALVE THAT
SHALL HAVE SPRING ASSISTED SEATING,
AND THE SEAT SHALL BE OF BUNA—N—
RUBBER.
3. OUTLET SHALL BE FORD DOUBLE
PURPOSE COUPLING OR APPROVED
EQUAL.
4. METER YOKES SHALL BE SUPPORTED AS
CALLED FOR IN SPECIAL PROVISIONS.
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
TYPICAL HOUSE SERVICE DETAIL
(SHORT)
INSTALL MINIMUM ONE FULL JOINT
D.I.P. FROM MJ x MJ TEE PRIOR
TO TRANSITION TO PVC OR OTHER MATERIAL
COMPACTED
BACKFILL
d G i
DUCTILE IRON PIPE w
AND MJ FITTINGS a
a 4-3/4" ALL
THREAD RODS
d. I I_
— UNDISTURBED EARTH
d
I—
—
o. FFF CONCRETE THRUST BLOCK
I I COMPACTED PIPE BEDDING MATERIAL
PRECAST CONCRETE MANHOLE
WITH OUTSIDE DROP CONNECTION
N.T.S.
HOKE COUNTY REGIONAL
SEWER SYSTEM DETAILS OUTSIDE DROP MANHOLE
HOKE COUNTY, NORTH CAROLINA
3" WIDE DETECTOR
TAPE — 18" BURY
�1111.111=111�111=1II1111=I:IIN�I—
#10 SOLID II11II=111111=MIll RIII� 1111
w COPPER WIRE I11.1111=111III 1=1111111 11115511111 Y
SPIRAL WRAPPED I11INER111.11= 11I1 111111 Q
0 AROUND PVC PIPE IT-IIII =_1IfIIl 1^111111 m
NOT REQUIRED II^I11`Ili 111-1111111=IIIIIII z
z FOR DIP lI=IH�IIfl1111111=C11
� 1111II- 81111-1111111=1111111=1111111
NOR
I�I�WI�I«1N Y
`V R. 1 —1 m
w w I�II#I IIII Q
12-0
1 IIII— IIII� z
�0
PIPE Z
0
UNDISTURBED SOIL WIDTH o
AS REQUIRED m
BELL O.D.+12" MIN.
BELL O.D.+24" MAX.
WATER MAIN TRENCH DETAILS
N.T.S.
NOTES:
1. LAYING CONDITIONS AS PER AWWA C600 AND C605 STANDARDS.
2. BEDDING MATERIAL SHALL BE 4" MINIMUM THICKNESS, LOOSE SOIL (DEFINED
AS NATIVE SOIL EXCAVATED FROM THE TRENCH), FREE FROM ROCKS AND SHALL
PROVIDE UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. COMPACT TO 95%
MAXIMUM DENSITY.
3. INITIAL BACKFILL SHALL BE LIGHTLY CONSOLIDATED IN MAXIMUM 6" LOOSE
LIFTS, COMPACTED TO 95% OF MAXIMUM DENSITY.
4. UNDER AREAS TO BE SEEDED OR SODDED, COMPACT SUCCEEDING LAYERS OF
FINAL BACKFILL IN 12" LOOSE LIFTS TO 85% MAXIMUM DENSITY.
5. UNDER STRUCTURES, PAVEMENTS AND ROAD SHOULDERS, COMPACT SUCCEEDING
LAYERS OF FINAL BACKFILL IN 6" LOOSE LIFTS TO 95% MAXIMUM DENSITY
EXCEPT COMPACT TOP 12" OF SUBGRADE TO 98 % MAXIMUM DENSITY.
6. PROVIDE #10 SOLID COPPER WIRE IN SUFFICIENT LENGTH TO BE SPIRAL
WRAPPED AROUND EACH SEPARATE RUN OF ALL BURIED PVC PIPING. AT VALVE
BOXES, BRING WIRE TO WITHIN 6 IN. OF TOP OF BOX AND INSERT INTO BOX
THROUGH DRILLED HOLE. NOT REQUIRED FOR DUCTILE IRON PIPE.
7 INSTALL 3" WIDE DETECTOR TAPE AT 18" DEPTH. TAPE SHALL HAVE MIDDLE
FOIL LAYER.
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS WATER MAIN TRENCH DETAILS
HOKE COUNTY, NORTH CAROLINA
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
WATER & SEWER
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-604