SW6240905_Plansheet - Misc. Detail_20241016 (4)

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ONICEACH SIIDET FINISHED GRADE a '
OF PIPE 2" solutions
® AS NOTED ON PLANS - _ - - �
EXISTING a" _ BACKFILL TO EDGE civil engineering land surveying
ROAD 1» / ""a -� - - a" _ -a �- 9 9 I Y 9
ROAD SHOULDER - d a d a C 409 Chicago Drive,Suite 112,Fayetteville, 306
» RECAST CONCRETE -Q - office 1910-426-6777 fax [phone] license numberr I C-2-2354
RING TO BE EXPOSED PROTECTION RING - -
_ www.4Dsitesotutions.com
FINISHED GR
II 2" I � � II _
° '-
1" u "-a 4 a" a - _ - ° °Q° °" - a" - e -"°I,I„��u�� BACKFILL AS
_ _ LL _ INDICATED PRECAST CONCRETE 24"x18"RECTANGULAR
-° Q PROTECTION RING VALVE BOX
N in `�����i i i i►�i/���
-III-III-III I-I I I-III- DJUSTABLE -'1 I-I I I-I I I - III- " "' 5 Ld `A.•%JARY4�///�
VALVE BOX �•"•• SS •�'•
45° BEND =_ ZO40 1�,•� i
THREADED N / _ • x �I19<• _
NEW WATER LINE SERVICE LINE TO
-�'=`• =` = COUPLING CORPORATION METER CONNECTION a 17" <m ) 02E4 _
a.TAMPED BACKFILL=-s-•
VVW VE NUT ONLY -- -�-----_-v}" COCK-A.Y. MCDONALD OR EQUAL
MMECHANICAL JOINT Y Y SERVICE SADDLE - A.Y. MCDONALD OR EQUAL ' ••••• ••••• �``
,,,,,,MMMM h, SERVICE HINGEDSTYLE SADDLE891 A.Y.RMCDONALD OR EQUAL
WITH GRIP RING BRASS PIPE NIPPLE 2" DIA WL�] I
///SC0
nREADED
SURICK TO PPORT OR UPNTORF TO BRING PIPE
INSHED GRADETRENCH WIDTH / i i VALVE BOxPIPE O.D. + 18" FOR PIPES UNDER 33" O.D.
PIPE O.D. + 24" FOR PIPES OVER 33" O.D.
NOTE: (J a
1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, VALVE BOX VALVE OPERATOR NUT
45° BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN
MIN 1B" 4 MAKING A COMPLETE SERVICE CONNECTION. _
PIPE NIPPLE 2" DIA - - 4
'-4 - RE\/I�+10�1`+
MASONRY BLOCK 2. SERVICE PIPING TO BE 3/4" SDR-9 PE TUBING � ISOMETRIC REVISIONS
IY�7
WITH 2" THREADED PORT 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE 0
PLAN
NOTE: SEE TYPICAL VALVE BOX DETAIL NTS NTS NTS
FOR BRICK INSTALLATION
1 PERMANENT BLOW-OFF ASSEMBLY 2 TYPICAL WATER SERVICE CONNECTION 3 TYPICAL VALVE BOX DETAIL 18 24"
15.311
1.65 303� � 4.153 NOTES:
. ABS PLASTIC
2 PL 18"
1. LID SHALL BE PLACED ON
METERBOX WITH AMR PORTION 3 1/2"
STEAMER THRUST BLOCKING .868+10' ¢ o 0 0 0 ¢ ON STREETSIDE OF SERVICE.
AS SHOWN PRECAST CONCRETE CONNECTION \ __ a .r• _ _ _ 2.ALL LIDS SHALL BE CAST
EDGE ON PLANS PROTECTION RING <`. _ `" ' EXISTING WATER MAIN 1o.oss o 0 0 + 10 IRON AND APPROVED BY ELEVATION
O
ROAD PE PLASTIC TO PROTECT �:_ =;' '_°_ ` o 0 0 o HARNETT COUNTY PRIOR TO
\ TAPPING SLEEVE - _:.= '- WATER■IEPIIt INSTALLATION.
\ 2 1/2" HOSE �
CONNECTION
02.0
06.810
-1'DRAFT/SIDE R1.949
a2.o� CAST IRON
6" G.V. & BACKFILL a aoo 250
C. I. BOX V)
6" WATER STONE V) O TAPPING SLEEVE SHALL BE ROMAC BRAND + + + + + + + + + +
LINE (7 C.F. MIN-) Q MODEL SST MANUFACTURED WITH 316 ++++++++++++++++++++
_ 4❑O STAINLESS STEEL. +++++++ I� R+++++
11"
SECTION B-B + + + n� T� R+ + + PROJECT NAME
TAPPING VALVE O 1.02 +
= a N WITH VALVE BOX SECTION
+++++++++ + ++++++++
p -e" - CONC. SECTION A-A
+ + + + + + + + + +
BLOCKING
(SEE NOTE) NEW WATER MAIN 16 3/4"
6" HYDRANT TEE 4-3/4" TIE RODS WITH BRACKETS
(SEE DETAIL) WEEP HOLE TO BOONE
NOTE: REMAIN OPEN
o 0
1.)TIE HYDRANT TO MAIN LINE MASONRY BLOCK 2'-0$$ TRAIL FARMS
W/TIE RODS IN LIEW OF CONC. 1.234 +
BLOCKING IN SANDY SOIL.
2.)MECHANICAL JOINTS USED WITH GRIP RINGS
.303 SCALE 2 D D ISOMETRIC VIEW SUBDIVISION
NTS NTS NTS NTS
4 FIRE HYDRANT ASSEMBLY INSTALLATION 5 TYP. TAPPING SLEEVE & VALVE ASSEMBLY 6 METER BOX AMR LID 7 METER BOX DETAIL FOR 3/4" SERVICE
3- �-
O_ CC
1' FROM EDGE OF ROW
o NOTES:
BRASS MARKER PLATE MARKED PLATE 1. CONCRETE SHALL BE 3,000 PSI MIN.
METER BOX LID, CAST IRON WITH ANCHOR 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE SITE & EROSION
3/4" CHAMFER AT SHAPE MORE EASILY FORMED WITH THE WIDEST
V EA. CORNER 3. NO PART
CONBCRETEIN HALE C)OVERI NST ANY BODLITSUOREGLANDS.
9
M 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED CONTROL
CAST THE LETTERS "MV" IN WITH 10 MIL. POLYETHYLENE PRIOR TO POURING
o ONE FACE OF THE CONCRETE 4 #3 BARS BLOCKING. DETAILS
-------- 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN NOTES:
j 3/4 Inch Gate Valve o THE ROADWAY MARKER AND ORIENT TOWARD = ON THE THRUST BLOCKING SCHEDULE. 1. INSTALL METER AT R/W
z Required o 2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED
� Customer side �"-_"-�
3 X 18" Within 12 inches of ROTATE MARKER TO OTHER END X INSIDE A 2" SLEEVE.'
SERVICE LINE BR SS NIPPLE the Meter Box 3. TWO (2)-1" SERVICE LINES MUST BE INSTALLED
FOR BLOW-OFF INSIDE A 3" SLEEVE."
FROM STREET �( 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
VALVE NO. 5. SEE DETAIL FOR SERVICE MATERIAL AND METER
13 120 SETTING CLIENT
6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE
METER SETTER F 4" SQ. PRECAST CONC. OF DITCHES.
CENTERED POST (4000 P.S.I.) 25 FT. . 7. CONDUIT MUST EXTEND PAST PREPOSED SIDEWALK.
IN BOX METER TO BE INSTALLED P.R.V. Location down stream of the cut-off valve •< n 6 MIN.
BRICK SUPPORT PLATE WITH VALVE NUMBER, ° " BS LAND, LLC
DIRECTIONAL ARROW-POINTED _
TO MARKED VALVE & DISTANCE • w w
TO THE NEAREST FOOT. ILZ
= J
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED METER SETTER WITH OA A
DOUBLE CHECK VALVE a -_ _ "
2. INCLUDE STONE IN PRICE OF METER BOX. (BACKFLOW PREVENTER) _
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
NOTES: R/W
NTS PAINT MARKER BLUE AFTER INSTALLATION NTS A 6'
X MIN.1/3 C.Y. AT 3000 P.S.I. HYDRANT TEE 3'MIN 466 Stancil Road
8 TYPICAL 3/4" METER BOX INSTALLATION 9 TYPICAL VALVE MARKER DETAIL PLAN TEES SIDEWALK Angier, North Carolina27501
PLAN BENDS Phone: [phone]
18" MIN.
VALVE BOX 65 2" PVC SLEEVE W/ 3/4" CARRIER
6OPE IN BO PLACE EMPTY VALVE BOX AT INTERVALS WHERE
TRACER EWIRE BOX VALVES DO NOT OCCUR & PLACE TRACER WIRE PROJECT INFORMATION
IN Box. m ? STREET
NOTE: N0. 1
DRILL HOLE PRECAST CONCRETE PROTECTION RING �" i
FOR TRACER BOX
BACKFILL TO EDGE �! WATERMAIN DESIGNED BY: CALEB
FINISHED GRADE m
•� � _ � - DRAWN BY: CALEB
. " - : " ,
II_IIIII II I I I I II IIII" 18 MIN. - 10 o OR LESS ��- 12" MIN
O CHECKED BY: SCOTT
24» MIN. - 12» o OR LESS SINGLE 3/4" SERVICES
I l- -
NOTE:
R N/ PROJECT NUMBER: 2084
AT PIPE INTERSECTIONS, MULTIPLE N VALVE BOX VALVE BOX VALVES, RUN WIRE UP AT ONLY
ONE VALVE. METERS SHOULD BE
H
INSTALLED 3' OFF w w DRAWING SCALE
SINGLE 12 AWG SOLID CORE WIRE _.;
PROPERTY LINE IZ _
o PIPE 90° BEND 45° BEND 221/2° BEND 11/4° BEND TEE PLUG O J
M SIZE A B A B A B A B A B C D 1L NOT TO SCALE
U
• 4" 8" 12" 8" 8" 6" 6" 6" 6" 8" 9" 10" 16"
a P.V.C. PIPELINE
z 6" 10" 12" 8" 10" 8 8 8 8 10" 10" 12" 18"
(D 8" 15" 13" 10" 10" 8" 8" 8" 8" 10" 12" 12" 24"
GATE VALVE DATE RELEASED
0 10" 16" 14" 10" 12" 6" 10" g" 10" 1 1" 14" 14" 25"
a TRACER WIRE TO BE LAID 12" 20" 16" 12" 14" 8" 12" 8" 12" 14" 16" 16" 30"
o
CDUNDERNEATH WATER LINE '•_' __MASONRY BLOCK 14" 22" 18" 14" 16" 10" 14" 10" 14" 16" 18" 18" 34" AUGUST 22, 2024
s 16" 26" 20" 16" 18" 12" 16" 12" 16" 18" 20" 20" 36"
M
J_
F NOTES:
SHEET NUMBER
ii 1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8" EXCESS
m 2. PLACE TRACER WIRE IN VALVE BOX AT 1,000' INTERVALS OR AS NOTED ON THE PLANS, TYPICAL
NTS NTS NTS
d 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A
� BRASS SCREW TO THE VALVE BOX.
0
m
0
m
10 TYPICAL TRACER WIRE INSTALLATION 11 THRUST BLOCK DETAIL 12 TYP. DOMESTIC WATER SERVICE DETAIL