SW6240103_Plansheet - Misc. Detail_20240119 (4)

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BRICK SUPPORT FINISHED GRADE
ON OF EACHPIPE SIDE .Z"
® EXISTING AS NOTED ON PLANS ° solutions
ROAD V, ° d - ° BACKFILL TO EDGE STEAMER civil engineering I land surveying
ROAD SHOULDER a ° AS SHOWN PRECAST CONCRETE 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
MIN 1 PS" OF RECAST CONCRETE d a _ CONNECTION
PROTECTION 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 —III— ROAD
;' °. z BACKFILL AS —III- - —III— 2 1/2" HOSE
FINISHED OR
a _
1" 'a< °d' <. d 'MIN'6 + ° _ INDICATED X PRECAST CONCRETE CONNECTION
—III—I I= o N 2 X PROTECTION RING o ��\\111I
—I I-1 -1 I I I I I I-III-I I III- 11=1 I I, ,III J Z ��� Oq
—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 ``� �•• ��......��../
_ �. o ,
STONE
THREADED NEW WATER LINE 45° BEND SERVICE LINE TO `� 6" WATER C. I. BOX
�QQ- �q<�
13ECORPORATION METER CONNECTION (7 C.F. MIN.) 0274
•,,'1-:;f `",�' COUPLING Q Q SEA
Of A
_:'::,.TAMPED BACKFILL::;�:;` -- .•
VALVE NUT ONLY COCK—A.Y. MCDONALD OR EQUAL
CD
SERVICE SADDLE — A.Y. MCDONALD OR EQUAL m
I
ECHANICAL JOINT •�� �.•,,,MMM h, S RVICE HINGEDSTYLE SADDLE A.Y..RMC ONALD OR EQUAL o 3/4" d CONC. N ���,S G I NE • ``���
WITH
GRIP RING
RICK TO BRASS PIP TIPPLE 2" DIA TRENCH WIDTH I •' ° BLOCKING �/ c�7
nNE
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 r
NOTE: (SEE DETAIL) WEEP HOLE TO
1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, VALVE OPERATOR NUT NOTE: REMAIN OPEN v�1
45° BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN VALVE BOX MASONRY BLOCK 2'-0"
MIN 18" MAKING A COMPLETE SERVICE CONNECTION. " 1.)TIE HYDRANT TO MAIN LINE
_� NIPPLE 2" DIA MIN. 1/3 C.Y. AT 3000 P.S.I. REVISIONS
RODS IN LIEW OF CONC. REVISIONS
MASONRY BLOCK 2. SERVICE PIPING TO BE 3/4" SDR-9 PE TUBING BLOCKING IN SANDY SOIL.
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:
Of of
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„
\\ � FLAT BOTTOM UNDISTURBED NOT USED. W
//
\\ �% EARTH TRENCH, LOOSE BACKFILL z4"x1s"RECTANGULAR 02.0
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
THELEANDERBRICK SUPPORT
CONSOLIDATED TO CENTERLINE
OF PIPE. METER SETTER WITH
ISOMETRIC 1234 + + 1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED DOUBLE CHECK VALVE
LEE PRESERVE
TYPE 2 2. INCLUDE STONE IN PRICE OF METER BOX. (BACKFLOW PREVENTER)
PLAN 3. METER SETTER SIZE AS NOTED ON PLANS.
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„ 24" 7 METER BOX AMR LID 8 TYPICAL 3/4" METER BOX INSTALLATION
/\ \/ JOB EXCAVATED MATERIAL. IRON GRAVITY
BACKFILL LIGHTLY CONSOLIDATED SEWER LINE.
TO TOP OF PIPE.
ABS PLASTIC
18"
TYPE 3
3 1/2" A n 0 NOTES:
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
PIPE BEDDED IN SAND, GRANULAR LINE AND PVC
PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL.
\\ \/ MATERIAL OR GRADED GRAVEL TO 3.4. NO
OL PIPING AND ACCESSORIES OVERANY BOLTS
OR GLANDS.
�\ \/ FORCE MAIN.j THE DEPTH OF 1/8 PIPE DIAMETER, WITH 10 MIL. POLYETHYLENE PRIOR TO POURING
4" MIN. JOB EXCAVATED MATERIAL BLOCKING.
\\ \j COMPACTED TO 4" ABOVE TOP OF PIPE. 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN
`�` `�`�`�`�`�`�`�`�`�`�`�\/ (APPROX. 95% STANDARD PROCTOR,
ON THE THRUST BLOCKING SCHEDULE.
AASHTO T-99) CAST IRON X
TYPE 4
+ + + +M� •Q�R +
+++++++ A K+++++L tF
11"
ALL PVC GRAVITY +++++++MR++++++ CLIENT
/ PIPE BEDDED TO ITS CENTERLINE
\\ + \/ SEWER LINE. + + + + + + + + +
\\ +++++++ ++++++ \\, IN COMPACTED GRANULAR MATERIAL
+++++ +++++ // 4" MIN. UNDER PIPE. COMPACTED
\\ . . + . . .\\ 163/4" 6 MIN. TRIANGLE LAND
\ + + + + + // GRANULAR OR SAND MATERIAL TO e
j\\ +`+++ +++`++ 4"ABOVE TOP OF PIPE.
\\ + \, (APPROX. 95% STANDARD PROCTOR,
,\\,,\\;,,\,; AASHTO T-99) ° PARTNERS, L LC
TYPE 5 A A
6" MIN.
q X
NTS NTS q
X 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 /
PLAN TEES Cary, North Carolina 27512
PLAN BENDS Phone: [phone]
18" MIN.
VALVE BOX �GJ
6"-8" EXCESSLOOP PLACE EMPTY VALVE BOX AT INTERVALS WHERE
TRACER EWIRE D IN BOX VALVES DO NOT OCCUR & PLACE TRACER WIRE PROJECT INFORMATION
IN BOX. pO
BRASS MARKER PLATE MARKED PLATE NOTE: NO. 1
WITH ANCHOR DRILL HOLE PRECAST CONCRETE PROTECTION RING '
IN VALVE BOX : (n� cn DESIGNED BY: BRETT
FOR TRACER WIR BACKFILL TO EDGE
a V EA.
FINISHEDAT fYl
FINISHED GRADE DRAWN BY: BRETT
NtCf '••'f..'n • .•. .t '. t . . .. .t ff ff
M CAST THE LETTERS "MV" IN
0 OR LESS
ONE FACE OF THE CONCRETE 4 #3 BARS 24 MIN. — 102" O OR LESS
N _ CHECKED BY: SCOTT
"
PROJECT NUMBER: 2006
------------ MARKER AND ORIENT TOWARD ;. NOTE:
AT PIPE INTERSECTIONS, MULTIPLE o THE ROADWAY VALVES, RUN WIRE UP AT ONLY VALVE BOX VALVE BOX
ONE VALVE.
U ROTATE MARKER TO OTHER END DRAWING SCALE
SINGLE 12 Awc SOLID CORE WIRE
FOR BLOW—OFF
PIPE 90° BEND 45° BEND 221/2° BEND 11/4° BEND TEE PLUG
3 SIZE A B A B A B A B A B C D NOT TO SCALE
z 0, VALVE NO.
W 8 120 4„ 8„ 12" 8„ 8„ 6„ 6„ 6„ 6„ 8„ 9„ 10" 16"
0 6 10" 12" 8" 10" 8" 8" 8" 8" 1 o" 10" 12" 18"
P.V.C. PIPELINE "
0 4" SQ. PRECAST CONC. FT. GATE VALVE 8" 15" 13" 10" 10" 8" 8" 8" 8" 10" 12" 12" 24" DATE RELEASED
POST (4000 P.S.I.) 10" 16" 14" 10" 12" 6" 10" 6" 10" 1 1" 14" 14" 25"
F25
o PLATE WITH VALVE NUMBER,
b TRACER WIRE TO BE LAID 12" 20" 16" 12" 14" 8" 12" 8" 12" 14" 16" 16" 30"
DIRECTIONAL ARROW—POINTED UNDERNEATH WATER LINE •. _ MASONRY BLOCK 14" 22" 18" 14" 16" 10" 14" 10" 14" 16" 18" 18" 34" DECEMBER 6, 2023
—> TO MARKED VALVE & DISTANCE
9 TO THE NEAREST FOOT. 16 26" 20" 16" 18" 12" 16" 12" 16" 18" 20" 20" 36"
Q
2
NOTES: SHEET NUMBER
0 1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-B" EXCESS
oN 2. PLACE TRACER WIRE IN VALVE BOX AT 1,000' INTERVALS OR AS NOTED ON THE PLANS, TYPICAL.
NOTES: 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A
PAINT MARKER BLUE AFTER INSTALLATION NTS BRASS SCREW TO THE VALVE BOX. NTS NTS
C - 6m3
a
m
9 TYPICAL VALVE MARKER DETAIL 10 TYPICAL TRACER WIRE INSTALLATION 11 THRUST BLOCK DETAIL