SW6240105_Plansheet - Misc. Detail_20240424 (4)

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BRICK SUPPORT FINISHED GRADE
ON OF EACHPIPE SIDE .Z"
® AS NOTED ON PLANS
solutions
EXISTING BACKFILL TO EDGE civil engineering land surveying
ROAD 1„ a s _ � a STEAMER g g I Y 9
ROAD SHOULDER a v AS SHOWN PRECAST CONCRETE 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
MIN 1 PS" OF RECAST CONCRETE d a _ CONNECTION
2ROMNPROTECTION RING — EDGE ON PLANS PROTECTION RING office 910-426-6777 fax [phone] license number C-2354
RING TO BE EXPOSED BACKFILL T _ wwwADsitesolutions.com
III— I I I —III— ROAD
z BACKFILL AS —III- - —III- 2 1/2" HOSE
FINISHED OR
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1" 'a< °d' <. d 'MIN'6 + ° _ INDICATED X PRECAST CONCRETE CONNECTION
—III—I I= o N 2 X PROTECTION RING o ��\\111I
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—III—III I—III—III- DJUSTABLE I—III—III — III- W W ��(N
fn 6" G.V. & BACKFILL ` O FSSS/0
VALVE BOX \ p � ,. W ``� �•• ��......��../
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STONE
THREADED NEW WATER LINE 45° BEND SERVICE LINE TO `� 6" WATER C. I. BOX
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13ECORPORATION METER CONNECTION (7 C.F. MIN.) 0274
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_:'::,.TAMPED BACKFILL::;�:;` -- .•
VALVE NUT ONLY COCK—A.Y. MCDONALD OR EQUAL
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SERVICE SADDLE — A.Y. MCDONALD OR EQUAL m
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ECHANICAL JOINT •�� �.•,,,MMM h, S RVICE HINGEDSTYLE SADDLE A.Y..RMC ONALD OR EQUAL o 3/4" ° CONC. N ���,S G I NE • ``���
WITH
GRIP RING
RICK TO BRASS PIP TIPPLE 2" DIA TRENCH WIDTH I •' ° BLOCKING �/ c�7
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SUPPORT UP TO FlNISHED GRADEPIPE O.D. + 18" FOR PIPES UNDER 33" O.D.IPE
(SEE NOTE) 7/71 VALVE BOX 4-3/4" TIE RODS WITH BRACKETS PIPE O.D. + 24" FOR PIPES OVER 33" O.D. 6" HYDRANT TEE
NOTE: (SEE DETAIL) WEEP HOLE TO U4/�Z��
1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, VALVE OPERATOR NUT NOTE: REMAIN OPEN I
45° BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN VALVE BOX MASONRY BLOCK 2'-0"
MIN 18" MAKING A COMPLETE SERVICE CONNECTION.PIPE
" 1.)TIE HYDRANT TO MAIN LINE
NIPPLE 2" DIA MIN. 1/3 C.Y. AT 3000 P.S.I. W/TIE RODS IN LIEW OF CONC. REVISIONS
MASONRY BLOCK 2. SERVICE PIPING TO BE 3/4" SDR-9 PE TUBING BLOCKING IN SANDY SOIL.
I) QAP ON PLUC
WITH 2" THREADED PORT 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE 2.)MECHANICAL JOINTS USED WITH GRIP RINGS
NOTE: SEE TYPICAL VALVE BOX DETAIL NTS NTS NTS NTS
FOR BRICK INSTALLATION
1 PERMANENT BLOW-OFF ASSEMBLY 2 TYPICAL WATER SERVICE CONNECTION 3 TYPICAL VALVE BOX DETAIL 4 FIRE HYDRANT ASSEMBLY INSTALLATION
15.311
1.65 LAYING 303 4.153 NOTES:
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CONDITIONS DESCRIPTION PROJECT USE zPL
1. LID SHALL BE PLACED ON
rr_7)F=_,
51,
METERBOX WITH AMR PORTION 1' FROM EDGE OF ROWos6s�10o a 2.ALL
LIDSSTREE SIDE OF SERVICE.
2.ALL LIDS SHALL BE CAST METER BOX LID, CAST IRON
10.068 + IRON AND APPROVED BY
10.123 HARNETT COUNTY PRIOR TO
\, 1z WATER INSTALLATION. 9„
0
\\ 0/ FLAT BOTTOM UNDISTURBED NOT USED. W
\\ �% EARTH TRENCH, LOOSE BACKFILL 24 x1s°RECTANGULAR 02 o
VALVE BOX U
06.810
\\ �\ �'J
17 -1°DRAFT/SIDE \_R1.949 j 3/4 Inch Gate Valve
.800 02.0 .250 Cust Imer side
TYPE 1 I SERVICE LINE 3 X 18" Within 12 inches of
BR SS NIPPLE the Meter Box
17" FROM STREET
1.02 SECTION B-B
�15.25 PROJECT NAME
SECTION A-A
K, METER SETTER
FLAT BOTTOMED UNDISTURBED EARTH NOT USED. CENTERED P.R.V. Location down stream of the cut—oft valve
\\ �% TRENCH. BACKFILL LIGHTLY IN BOX METER TO BE INSTALLED ELYSE
CONSOLIDATED TO CENTERLINE BRICK SUPPORT
OF PIPE.
METER SETTER WITH
1.234 1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED DOUBLE CHECK VALVE MEADOWS
TYPE 2 / SOMETRIC + 2. INCLUDE STONE IN PRICE OF METER BOX. (BACKFLOW PREVENTER)
PLAN 3. METER SETTER SIZE AS NOTED ON PLANS. SUBDIVISION
SECTION D-D 4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
.303 SCALE2:1 ISOMETRIC VIEW NTS NTS
/\ \� PIPE BEDDED IN 4" MININUM
ALL DUCTILE 18„JOB EXCAVATED MATERIAL. IRON GRAVITY 24" 7 METER BOX AMR LID 8 TYPICAL 3/4" METER BOX INSTALLATION
/\ \/
BACKFILL LIGHTLY CONSOLIDATED SEWER LINE.
TO TOP OF PIPE.
ABS PLASTIC
18"
TYPE 3
3 1/2° NOTES:
A 1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT WATER DETAILS
ALL PVC WATER ELEVATION O FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART BLOCKING AREA AGAINST UNDISTURBED SOIL.
PIPE BEDDED IN SAND, GRANULAR 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS.
LINE AND PVC 3'-0" ( )
MATERIAL OR GRADED GRAVEL TO FORCE MAIN.
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
THE DEPTH OF 1/8 PIPE DIAMETER, SPIDERS SUPPORT CARRIER PIPE IN CASING WITH 10 MIL. POLYETHYLENE PRIOR TO POURING
\\ \j 4" MIN. JOB EXCAVATED MATERIAL ENCLOS ENDS WITH BLOCKING.
COMPACTED TO 4" ABOVE TOP OF PIPE. 2" BEVEL B" BRICK MASONRY 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN
ON THE THRUST BLOCKING SCHEDULE.
/\ .'.....'...'.'...' \ CENTER LINE CARRIER PIPE
\\ \/ (APPROX. 95% STANDARD PROCTOR, X
AASHTO T-99) CAST IRON 1 l
TYPE 4 + + + + + + + +
++ ++ + + + + + ,Y
+ I>; + +
+ + + + + +
+ + + + + +Z 11�� STEEL CASING PIPE
+ + + + + + + >°°'°°' CLIENT
\\ \,� ALL PVC GRAVITY +++++++N+FE�R++++++ SLOPE TO DRAIN
GRAVEL
/ PIPE BEDDED TO ITS CENTERLINE 2" WEEP HOLE
\\ + \/ SEWER LINE. + + + + + + + + + a °° > >°
/\ +++++0+++++
+ ++++++ , IN COMPACTED GRANULAR MATERIAL
�\ +++++ +++++.\�/ 4" MIN. UNDER PIPE. COMPACTED 16 3/4" ° "
\\ + + GRANULAR OR SAND MATERIAL TO ELEVATION
TRIANGLE LAND
+++++ +++++ \�j 4"ABOVE TOP OF PIPE. ° .
\\ + \, (APPROX. 95% STANDARD PROCTOR,
PARTNERS, LLC
A A
TYPE 5
6" MIN.
BOLTS TO PIPE
NTS NTS q q X r
HEAVY DUTY MIN.1/3 C.Y. AT 3000 P.S.I. HYDRANT TEE PO Box 5548
5 TYPICAL LAYING CONDITIONS 6 METER BOX DETAIL FOR 3/4" SERVICE STEEL SKIDS (4) PLAN TEES Cary, North Carolina27512
CARRIER PIPE
(SPIDER SIZE DETERMINED BY PLAN BENDS Phone: [phone]
SIZE OF STEEL CASING AND 18" MIN.
INNER PIPE.)
VALVE BOX /kGJ
6"-8" EXCESS PLACE EMPTY VALVE BOX AT INTERVALS WHERE » ,�
TRAC RE WIRE BOX I/NLVES DO NOT OCCUR & PLACE TRACER WIRE SECTION A !: PROJECT INFORMATION
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BRASS MARKER PLATE MARKED PLATE NOTE: NO. 1 F
WITH ANCHOR DRILL HOLE IN VALVE BOX PRECAST CONCRETE PROTECTION RING (n
FOR TRACER WIR BACKFILL TO EDGE DESIGNED BY: CALEB
v
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3/4" CHAMFER AT m F
EA. CORNER FINISHED GRADE RAILROAD DRAWN BY: CALEB
N _ V < ✓ < PAVEMENT (ONE OR TWO !
M / •' LANES) 18" MIN. — loll o OR LESS
CAST THE LETTERS "MV" IN
CHECKED BY: SCOTT
3'-0" MIN. COVER OR AS SHOWN 24" MIN. - 12" 0 OR LESS
o ONE FACE OF THE CONCRETE 4 #3 BARS - ON THE PLANS. PROJECT NUMBER: 2000
" MARKER AND ORIENT TOWARD NOTE:
� - N'!' AT PIPE INTERSECTIONS, MULTIPLE "• •� •• •••
• o THE ROADWAY VALVES, RUN WIRE UP AT ONLY •�
VALVE BOX VALVE BOX 5'-6" MIN. COVER
3 I ONE VALVE. OR AS SHOWN ON
z THE PLANS
W DRAWING SCALE
ROTATE MARKER TO OTHER END SINGLE 12 AWG SOLID CORE WIRE TRANSITION FITTING AS
o FOR BLOW—OFF REQUIRED 0 PIPE 90° BEND 45° BEND 221/2° BEND 11/4° BEND TEE PLUG
0 VALVE N0. �r SIZE A B A B A B A B A B C D NOT TO SCALE
0 8 120 �i ST'L. CASING PIPE 4„ 8" 12" 8" 8" 6" 6" 6" 6„ 8" 9" loll 16"
Es JL
6" loll 12" 8" loll 8" 8" 8" 8" loll loll 12" 18"
P.V.C. PIPELINE
•-Ij--Ij-� 4" SQ. PRECAST CONC. GATE VALVE BRICK CLOSURE PPE ICARR ER LE IRON8" 15" 13" 10" 10" 8" 8" 8" 8" 10" 12" 12" 24"
POST (4000 P.S.I.) 10" 16" 14" 10" 12" 6„ loll 6„ loll 1 l„ 14„ 14„ 25„ DATE RELEASED
N PLATE WITH VALVE NUMBER, TRACER WIRE TO BE LAID 12" 20" 16" 12" 14" 8" 12" 8" 12" 14" 16" 16" 30"
s DIRECTIONAL ARROW-POINTED UNDERNEATH WATER LINE ". _MASONRY BLOCK PROFILE 14" 22" 18" 14" 16" loll 14" loll 14" 16" 18" 18" 34" APRIL 22 2024
n TO MARKED VALVE & DISTANCE
TO THE NEAREST FOOT. 16" 26" 20" 16 18" 12" 16" 12" 16" 18" 20" 20" 36"
a
W NOTES: SHEET NUMBER
00 1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-B" EXCESS
0 2. PLACE TRACER WIRE IN VALVE BOX AT 1,000' INTERVALS OR AS NOTED ON THE PLANS, TYPICAL.
NOTES: NTS 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A NTS NTS NTS
PAINT MARKER BLUE AFTER INSTALLATION BRASS SCREW TO THE VALVE BOX.
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9 TYPICAL VALVE MARKER DETAIL 10 TYPICAL TRACER WIRE INSTALLATION 11 TYPICAL BORING & JACKING DETAIL 12 THRUST BLOCK DETAIL