SW6210906_Plansheet - SCM Detail_20211014 (2)

5' MIN. EXIST. ROAD 20' AVG.
POLY. WATER
SERVICE LINE
BRASS ADAPTER
FOR
COMPRESSION
CONECTION
CORPORATION
STOP
11 �
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
CAL
■
METER BOX ON P
ANGLE
VALVE
DOUBLE CHECK
VALVE
COMPRESSION
FITTING
PVC CASING
CLASS 200)
�a •►
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.OUTLEI' 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-� �-I 5.75"
17.25"
SOLID COVET
00
20.125"
SECTION A -A
HOKE COUNTY REGIONAL
WATER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
METER BOX
(GONG., C/I, OR
PLASTIC
COPPER SETTER TO BE
p FORD (VHH172-7W-SN)
OR APPROVED EQUAL
METER
YOKE
SECTION B-B
WATER METER BOX DETAIL
N.T.S.
MIN. AVG. WGT.
FRAME
50 LBS.
COVER
20 LBS.
WATER METER BOX DETAIL
DOUBLE ----C METER BY
___-
CHECK VALVE 1T OTHERS
METER BOX
OO I� PLASTIC R
COPPER SETTER OUTLET
TO BE FORD
(VHH 172-7W-SN)
OR APPROVED
EQUAL METER
YOKE
R/W
ANGLE
VALVE
CORPORATION
STOP
POLY. WATER SERVICE LINE
COMPRESSION SADDLE
FITTING
BRASS ADAPTER
FOR
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)
SEAL EACH END OF CASING -
WITH SOLID CONCRETE BRICK
AND 1:3 MORTAR 12" MINIMUM
LENGTH.
CARBON STEEL CARRIER PIPE BRACE
SHALL BE PLACED 3' PRIOR TO AND 3'
AFTER EACH JOINT OF DUCTILE IRON
CARRIER PIPE. (SEE DETAIL BORE UNDER
ROADWAYS/RAILROADS SHT 2 OF 2 FOR
SPECIFIC REQUIREMENTS)
STEEL CASING SIZED AS INDI,
ON THE BORE SIZING CHART.
CARRIER PIPE SHALL BE
DUCTILE IRON WITH
PROPER
�-
•
EXTERIOR AND
INTERIOR COATINGS
EACH SECTION OF
COMPLETELY FILL
ENCASEMENT PIPE SHALL
VOID OUTSIDE OF
BE BE BUTT -WELDED TO THE NOTE:
CASING W/ 1:3 GROUT•
ADJACENT CASING PIPE 1. SEE DWG M.6 SHEET 2 OF 2 FOR
ADDITIONAL INFORMATION.
HALF SECTION ISOMETRIC OF BORE
BORE UNDER ROADWAYS/RAILROADS
N.T.S
SHEET NO. I DWG. NO. M.6
1 OF 2 DATE JULY 01, 2016
BORE SIZING CHART
CARRIER PIPE
SIZE
MIN.
CASING SIZE
ROADWAYS
MIN. WALL THICKNESS
RAILROADS
MIN. WALL THICKNESS
4"
10"
0.188"
0.188"
6"
12"
0.25"
0.281"
8"
16"
0.25"
0.281"
12"
24"
0.25"
0.375"
16"
30"
0.312"
0.469"
18"
30"
0.312"
0.469"
24"
36"
0.375"
0.532"
301,
1 42"
0.500"
1 0.625"
36"
48"
0.500"
0.688"
*CONTRACTOR MAY SUBSTITUTE A LARGER SIZE CASING PIPE HAVING THE
MIN. WALL THICKNESS SHOWN FOR SEWER MAINS. ALL ADDITIONAL COSTS
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR BORING AND JACKING.
FASTEN BRACE TO PIPE W/
HEAVY DUTY STUDS, NUTS
AND WASHERS.
RUNNERS SHALL BE MIN. 2"
SOLID CONCRETE BRICK
AND 1:3 MORTAR., COMPLETELY
FILL VOIDS BETWEEN BRICK
WITH MORTAR. CLOSE EACH END
OF CASING.
COMPLETELY FILLS
VOID OUTSIDE OF
CASING W/GROUT
I
SEE NOTE 4
RJDI CARRIER
PIPE STEEL CASING
BAND -12 GA. MIN.
RISER -8 GA. MIN
CARBON STEEL
SECTION "A -A" CARBON STEEL CARRIER PIPE BRACE
BORE UNDER ROADWAYS/RAILROADS
N.T.S
DWG. NO. M.6
I
SHEET NO.
2 OF 2
DATE JULY 01, 2016
2. CARRIER PIPE FOR PRESSURE
APPLICATIONS (WATER MAINS &
FORCE MAINS) SHALL HAVE FACTORY
RESTRAINED JOINTS. CARRIER PIPE
FOR GRAVITY SEWER SHALL HAVE
RESTRAINED JOINTS AND MAY USE
RESTRAINING GASKETS SUCH AS
FIELD LOK, SURE STOP 350 OR OTHER
APPROVED GASKETS.
3. CARRIER PIPE SHALL BE CLASS 350
OR 250 FOR WATER, AND SHALL BE
CLASS 50 FOR SEWER.
DATE I REVISION
2016-M6 BORE-ROAD-RAIL.dwg
NOTES:
1. INSTALLATION SHALL BE DRY BORE AND JACKING OF
SMOOTH WALL STEEL PIPE. JETTING OR WET BORING WITH WATER
SHALL NOT BE ALLOWED.
2. SEE BORE SIZING CHART FOR CARRIER PIPE SIZE AND
STEEL CASING SIZE, MIN. DIA. AND WALL THICKNESS.
3. CASING PIPE SHALL BE IN ACCORDANCE WITH ASTM A-53, GRADE B
WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI
4. EACH END OF ENCASEMENT TO BE PLUGGED WITH BRICK. ALL VOIDS
OUTSIDE THE CASING PIPE SHALL BE COMPLETELY FILLED WITH 1:3
PORTLAND CEMENT GROUT AT SUFFICIENT PRESSURE TO INSURE
NO SETTLEMENT OF ROADWAY/ RAILROAD. METHOD OF GROUTING
SHALL BE AS APPROVED BY THE PERMITTING AGENCY.
5. IT IS RECOMMENDED THAT THE BORE BE ACCOMPLISHED BEFORE PIPE
CONSTRUCTION BEGINS.
6. THE BORING SHALL BE PERFORMED FROM "UPSTREAM" TO
"DOWNSTREAM" DIRECTION MAINTAINING THE CRITICAL DOWNSTREAM
INVERT ELEVATION. SHOULD THE BORE NOT BE ON GRADE, A REVISED
PLAN SHALL BE SUBMITTED TO HCPW FOR APPROVAL.
7. THE BORING OPERATION SHALL BE CONDUCTED IN A
MANNER THAT THE FLOW OF TRAFFIC IS NOT IMPEDED
OR IN SUCH A MANNER SO AS NOT TO CREATE A HAZARD.
8. IF AN OBSTRUCTION IS ENCOUNTERED DURING THE BORING
OPERATION, THE AUGER SHALL BE WITHDRAWN THE EXCESS
CASING PIPE CUT-OFF, CAPPED AND THE INTERIOR AND EXTERIOR
VOIDS SHALL BE COMPLETELY FILLED W/1:3 PORTLAND CEMENT
GROUT UNDER PRESSURE. NO SEPARATE PAYMENT FOR
UNSUCCESSFUL BORES.
9. CONTRACTOR SHALL FIELD ADJUST AND INSTALL PROPER PIPE
BRACES TO ACCOMPLISH GRADE AND INVERTS AS SHOWN ON
THE DRAWINGS.
10. A MANUAL CONTROL STEERING HEAD OR OTHER GUIDANCE SYSTEM
IS RECOMMENDED FOR BORES 30" DIAM. AND/OR LARGER AND FOR
BORES EXCEEDING 100' IN LENGTH OR AS SPECIFIED.
11. SUBCONTRACTORS SHALL ADHERE TO ALL PERMIT REQUIREMENTS
AND SHALL PROVIDE APPROVED INSURANCE CERTIFICATES AS
REQUIRED.
12. CONTRACTOR SHALL EXECUTE AND PERFORM ALL REQUIREMENTS
AND CONDITIONS STIPULATED BY THE PERMITTING AGENCY.
13. SEE DWG M.6 SHEET 1 OF 2 FOR ADDITIONAL INFORMATION.
14. CARRIER PIPE FOR PRESSURE APPLICATIONS (WATER MAINS & FORCE
MAINS) SHALL HAVE FACTORY RESTRAINED JOINTS. CARRIER PIPE FOR
GRAVITY SEWER SHALL HAVE RESTRAINED JOINTS AND MAY USE
RESTRAINING GASKETS SUCH AS FIELD LOK, SURE STOP 350 OR OTHER
APPROVED GASKETS.
DATE REVISION
3" WIDE DETECTOR
TAPE - 18" BURY
I1P111 Hlflll-IIIIIIIIIIIIII III
#10 SOLID �f� Fff) i« IIII
w COPPER WIRE UII II`=I IIII II Y
SPIRAL WRAPPED II=N� IE� �I m
o AROUND PVC PIPE III III (IIII = -=IIII
NOT REQUIRED II IIII P z
z_ FOR DIP IIII IIII-I��IiI Iii
� 111111�- IIIIII �IIIIIII IIIHII 1fIIlII.
M III �1� -ILK I�I*II�
_�4I_� LL-
CL z$I� III fib:-
© I$I�I IIII- 1 III z
PIPE Z
0
UNDISTURBED SOIL WIDTH w
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
11
IIII
solutions
D s im t e
e�ivil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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SEA
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REVISIONS
PROJECT NAME
BROOKE
VALLEY
SUBDIVISION
WATER DETAILS
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical 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
C-604
2016-M6 BORE-ROAD-RAIL.dwg