HomeMy WebLinkAboutSWA000178_Plansheet - Misc. Detail_20221217CONCRETE RING
14 GAUGE STRANDED
BLUE COATEP UPPER
TRACER
" WATER MAIN
UNION COi1fdT .P: C. .ORKS DEPAR0
k! iCT -11tA
3t1W1 lEYEt
0
t
so- :r- s� +� •., y,
TERMINATE T BELOW
4ROUN.D . V EE
" COUPLING
VALVE BOX
" GALVANIZED
❑
F IPE ' LONG
VC PIP E. 0WOM DfKK
.......... ... . ............... . ....
SM
)twLqc JOT!
CONCR-TE BLOCKING
6�kI r�rFs:
1a DETER RUx 10 TO t vE AMP LRlAlOR IALuANCE
Ea11�J_ FOR 5aW ffil, STkIlLARD UID W 6OW ERT�
D Rl1LD€RAPIRWE9TY 0 WM R 19FN�TALL WPLEL VALVE kM
VALVE WX UFF E HETFR WtL BE SIT.
MFT k AND ERT RY U"N CGUNTY 6 PRE VAtWj RATE
S.,
FLECTROW R_AL'xlb
TR ANWTTEII Al- i aDX ICY
1 1.41`bERl WOM CWWER €
it*SU�FIJIS J 1 I L
UE f,,AIEDCWI EA } 'rI1aLF1 �r I
F 54�1 4Gf41YlFL.I< AtvF
WITH L9CK WINO
E�##SIQw)J 1 E
� I
ilONr��L1'�I� I �
tin, AM pE1€g 1 1
I I
AVA
ZrtuK VALVf `�—VAIIVE �Y RALDERNROPERT-f
ElE#J�#C�LL I �
OWNER
TMAN 5i CCNN ECTOR 11311A� NFFL1 BY
fill xR&R0EkTy OWNER
UNION CCUNT I PUBLIC WORKS DEVARTHEN7 7gNDARD DETAIL121
UNION COUNTY, N.C. MFTER MT J L L T M F O AMR E T F DATE:
— _ — — T — — 1 F-t- 1r
KNIMUM COVER 1S 36"
T" Pvc SUS 21 (200 PSI)
6"-8" PVC SDR 18
12" OR LARGER DIP:
NO STONES LAKER THAN # 67 STONE
,'�IAILL:a� USLU,l SELECT BACKFILL
WON COUNT�PUBCIC WORKS DEPARTMENT
omolq COIIIqT * N-C.
�EFULt'1'`MP ACTED
.ECT BACK Fl_L 1 FT.
DVE TOP O.F PLPE
JD TAMP EARS`$'.
WATER4TREN[H
-1 �L
DATE:
-14-10
TASLF
SIZE OF PIPE LENGTH OF r:-
6" 4v
a" 40,
12" AND LAUEft BY ENGINEER
LO#9CRETE RING C4#aCRETE RMGROUND UV ,
r
IMPMOATE
OR 2" GALYANIZE€1
IPLItIG°--' PF1 21 -0',G
VAI VF ROX VALVE BOX
2' BRASS NIPPLE
14 GAUGE STRANDED IRWE
COATED COPPER TRACER WIPE 5" ='','C PWE RESTING ON BRICK *� °5" PVC PIPE RESTING ON BRICK
--
r TER MAIN Islzi VARIES) ':: STUB ! EIGrH VARIE51 2' GALVANIZED PIPE
I5EE TAOLE7 ISEE TABLU Y LON6 2' - 900
B RD
MATE VALVE - 2" GATE VAI-vt
MECHAMCAI,;OMT Lu
J51 E VARIES UPONMEtKANICAL J '-
tidATERi�AIN SIZE)
CONCRETE BLOCKING
J.�.�I k' f
#J 11ITY PUBLIC WORKS aEPfi.RrMENT
UNION COU -y- -�,-MAINLINE
04.15" SENSES
RECESS
TOP VIEW
14 GAUGE STRANDED BLUE
COATED COPPER TRACER
-?S7ANW.gTAIL , 1I1�1i1]11 .TY PUBL. > RK5 0EPA Z
SCALE:
v.
ON IiAllnm
A
-..� - „�
?: A
MLL-L
SIDE WIDTH VIEW
0 0
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N-C.
BO'TTCH vIDd
r5rnnr5 tirir+ �
METER BOX LID FOR'r AND 1'' METERS
M
SIDE VIEW
PRIVATE
SERVICE
LINE �I
4' METER
E1 FITTINGS~
NOTES,
1. METERS WILL NOT BE SET IF WATER METER
BOXES, SEWED CLEAlN-OATS, VALVE BOXES
OR THEIR AP-PURTENANCES ARE DAMAGED O1
IMPROPERLY -POSITIONED.
I
2. WATER METERS ARE TD BE INSTALLED
PERPENDICULAR TO THE ROAD A14D WITHIN
THE TOAD Rll3HT-OF-WAY OR WITHIN THIL 3/4' CLIPPER
LIMITS nr A Pf flPn rb UTTLITY rA rMr-NT, SERVICE TO
M AITEE2
. IF THE IR IGATION LINE T TO BE UTILIZED �EI VICE T❑
AND A METER SET,THE APPROPII.4TE WfECMAIN
REDUCED PRESSURE ASSEMBLE' SHALL BE
INSTALLED BY THE CONTRACTOR PER UCPW
DETAIi- 24A.
I 4. THE PLUMBER BUILDER IS RESPONSIBLE FOR
LAELINC IRRIGATION AND D0ME TTC METERS
AT TIME UF- THEIR CONNECTION.
'ALE:
AE:
6A'
06/20
fl
RIVATE
ERVICE
LINE
Ia* DETER
4EC O PI ESSI❑N
30�
L:%
CONCRYEt PAD
=f iLIL11.
14 GAUGE STRANDED BLUE
COATED (OPPEI TRACER WIRE
COPPER
SERVICC,.. TO
APPROVED SERVIL"C
2"PVC
MIJFU =R
H-1342'
i
SAE
UPTO 8"
SEE NOTE
=C. I `v' I
YGK
H-5020
1 312
ANGLE W44 'v I.Viw
-
�27''o-l_
CHECK VALVE
H,-1424-7-A
HH 91 -3 3
CONNECTORS COclPtR
STYLE 11a
GRIP JOINT
EXPANSION COiyNi-CJ110N
EC 23
DOTE=
ROMAC 101N SHALL RL LACE MUELLER FOR -PIPE
DIAMETER LIP TO 8"
SM17H BLAIR 317, FORD F( 202
REPLACE MUELLE;R FOR PIPE 01A, 12N AND UP
ST"AR �lF.'AI _ --
_
"`:
Hl-
UA
.............. .....----......
FPIPE
I€�I
C+4i i ROiJARCw ADAPTOR
e ` P:Vf WATERMAIN� "
(54 LF DIP RESTRAINTI
Z-2.' 0 `.4M-%N1PPL
6X2 M! PI_UI
UNION COUNTY PU W.=S- TKNT ......... l T ��},''.f;Ll DETAIL
CE
LNi5-`N C0-N7Y, N. :I1 R L -0 U
WATER MAIN GRASSING
',-.:NI#ER STORM DRAIN DETAIL
ONLY APPLICAIBLE IF
MAXIMUM DEPTH EE BURY
F EIR WATER MAIN IS LESS
THAN 6' AT CROSSING.
P,R,+��,, Ofµµ',, CO�LL S ECG
�iF�AUL
54' RESTRAINT JIJINT 17IP
RESTRAIN
,JOINT DiP
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNIGNCOUNT Y, N.C-
_, 111—�-
-6,0` DEPTH (MAX.)
STORK DRAIN
45 DECREE 45 DEGREE
BENDS BENDS
12' CMIN.>
1 VAM MAIN
20' RES-FRA(NT ,TINT DIP
3.0' COVER (MlW
54' RESTRAINT JOINT DIP
�-RESTRAI N T
JOINT DIP
WATER MAIN UNDER STORM DRAIN CROSSINC
.ALE:
I.T--
-31-16
CIVIL ENCINEERINC I LAND SOLUTIONS
J. "FROM CONCEPTION TO COMPLETION"
Z 0M
OLn
N
N 00
N I
N
U
Z
Wo
w
Q
w o
Z U
g�
M
LJJ' ) Q
Z >
Of U
O cn
H O
rn?
O 3
3
3
**V]:'1'1.ltllN - OWN131)**
Engineerones CivilDesign. com
FI11�,�l�" GN
EA% I _
3493
� 1:5 4., �
Mq T T H0.�`�
FOR �46N& lftlON
N CgR
°°C
ff1,
°°°°°°Oo°° -.0
aa JONES CIVILoC°°°DESIGN P..
C-385a
,
9 ,
o
=
oQ-;0a°°°° °°<
0000°yPO ,:
W
Q
O Z
cn W
Z
N
O
N
m
m
0
�
U
r
m
0
�Oy
F-1
N
N
O
M
u
m
N
I
W
N
W
o�
M
m
w
a
z
o
z
w
u
O
SHEET
C5.1