C-8NOTES:. WATER CONSTRUCTION NOTES: SEC.13
T16N
R1 E ,4 FRE~ HYDRANT ASSEMBLY x
4LPER PLAN AND PROFLE AND
FOR GENERAL WATER MAIN NOTES, SEE SHEET Ct.
SEE SHEET C14 FOR WATER METER SCHEDULE
ALL METERS WIl11N DRIVEWAY NEED TO BE LOAD O1 INSTALL WATER MAIN PER PLAN AND PROFLE
4 STA 3+00.0, fi LT. INSTALL:
O FIRE HYDRANT ASSEMBLY ~2 PER PLAN ANO ,
,
STA 9+9].3, 5' LT., INSTALL:
O 1 - 8" 22 J¢' BEND .
J
qtt OF YELM STD DWG. 6-] ON SHT. C14
HYDRANT OFFSET = 23' LT
FLANGE ELEVATION =334
51
LEGEND
EXISTING -PROPOSED L.LJ
J
LL
BEARING. PROFILE AND CITY OF YELM SN DWG. 6-]
SHT. C14 ON
i - 8" H Y"BEND
THRUST BLOCKING .
1 - 8° x 6' TEE (MJ x R) O
~
T
C
S R
UIR
D STA. 0+11.9, 6' LT.
° HYDRANT OFFSET = 23' RT 1 - 6° GATE VALVE (MJ x FL) AND VALVE BOX PROP-R~ LINE ~ 3
-
HYDRAN
LO
K
EQ
E
2
CONTRACTOR TO COORDINATE WITH CITY OF YELM
PUBLIC WORKS DEPARTMENT TO PURCHASE ANO TAP EXIST 10
W.M.
PER CITY OF YELM SILL. DWG. 6-10 ON SHT. C14
CONTRACTOR TO VERIFY DEPTH AND LOCATON OF FLANGE ELEVATION = 338.3fi
1 - 8° x 6° TEE MJ x FL
( )
1
6° GATE VALVE
MJ
FL
AND VALVE STA. t1+06.4, 10.1' LT., INSTALL:
O 1 - 8° 22 Ys' BEND
BOX
" 1 - 8 GATE VALVE (MJ x FL) ANO VALVE BOX
2 - 8" ADAPTERS MJ x FL)
(
THRUST BLOCKING
CURB
~
~
N
INSTALL REQUIRED HYDRANTS LOCKS. EXIST. WAIERMAIN PRIOR TO COMMENCING
CONSTRUCTION -
(
x
)
1 - 8° GATE VALVE (MJ x R) AND VALVE
" i - 8
11 Ya' BEND
BOX THRUST BLOCKING
' .,, -- ~ ~ - SE'NER MAIN z
4
PROVIDE MINIMUM 6' BANp CUSHION AT ALL PIPE , ADAPTERS MJ x FL)
2 - 8
(
THRUST BLOCKING
STA
13
6]
06
6' LT STA. 6+63, 6
LT. INSTALL:
16 FlRE HYDRANT ASSEMBLY 1)5 PER PLAN AND PROFILE AND _
'ASR MAIN J
3
CROSSINGS
~y O STA. 0+54.6. 6' LT.. INSTALL:
FlRE HYDRANT ASBEMBLY$I PER PLAN AND. PROFIL
E
O STA. 3+44.1, 6' LT. INSTALL: .
+
.
,
.
10 TAP INTO EXIST. 10" W.M.
O
PER qlY OF YELM STD
DWG
6-10 ON S CITY OF YELM STIt DWG. 6-~ ON SHT. Ci4
HYDRANT OFFSET = 83' LT
HT
C14
_. ->r '- SiOR!A PIPE LL
[[
AND. qtt OF YELM STD DWG. 6-] ON SHT. C14
HYDRANT OFFSET = 16' RT
I - 8' 11 Y.' BEND
THRUST BLOCKING .
.
.
FLANGE ELEVATION = 334.51
CONTRACTOR TO VERIFY OEPR1 ANO LOCATION
WATERMAIN PRIOR i0 COMMENCING 1 - 8° x 6° TEE (MJ x FL)
OF EXIST S'CN!
•CO A CLEANO
~T
LLI
I- '~
`= x
FLANGE ELEVATION =331.94
1 - 8" x 6° TEE (MJ x FL)
"
O STA 5+90.8. 6' LT., INSTALL: .
CONSTRUCTION. 1 - 6" GALE VALVE (NJ x FL) ANO VALVE BOX
1 - 8° GATE VALVE (MJ x FL) AND VALVE BOX ;',r SRr E.T FlGH? ¢
~ £ ~
~ k
VERTICAL .YA il;1.f
- 1 - 6
GATE VALVE (MJ x FL) AND VALVE BOX
1 - 8" GATE VALVE (MJ x FL) AND VALVE BO% I -. 11Y4' BEND
THRUST BLOCKING INSTALL DUAL WAR 5/8" SERNCE AND
11 BOX PER PLAN AND PROFlLE ANO CITY OF METER 2 - 8" ADAPTERS (MJ x FL)
IELM THRUST BLOCKING ~~ STRiT LIGI{-
VER'ICAL DA.UhI '.S VGVD 1929. UFNCI IMARK IS 2 - 8" ADAPTERS (MJ x R) STD. DWG. 6-2 AND 6-6 ON SHEET C14. ~ MI! MANHOLE
m
¢
TCP OF LID OF A YlSDCT
RIF INTERSEC,CN ^F CASEG NIONJMEN- AT ,~
T ~ T~LM AVE. S E& MOUNTAIN
V1=W RDA. \'lHICH IS ALSO 'THE THURSTVN THRUST 6LOCKING ]
O ABSEMDLY2 °36PER PNANAAN~D FPROFl ER AND
OF YELM SN
DWG 6-] ON SHT
C14 i6
c
CITY INSTALL SINGLE WATER 6/8° S'RVICE AND METER O ANOA EDSUC GO EP ESSURE fiACKFLOW ASSEM~BLYMF RR2""OOR
12 BOX PER PLAN ANO PROFILE ANO CITY OF YELM SMALLER FOR IRRIGATION PER PLAN AND PROFLE AND qtt -
GAS LINE
COUNTY'S G'i 4
83f. B!A ELE'J 344.11
SCALE: 1"=50 FEET .
.
HYDRANT OFFSET = 26' LT.
STD. OWG 6-1 AND 6-8 ON SHEET C14.
OF YELM STD. DWG. 6-3, 6-1] AND 6-6 ON SHEET C14.
--- TELEPHONE
'AI [`A LIM
RA6:' OF MEFIDIAN AND SURDIVISON IS THE PLAT
0 25 50 100 FLANGE ELEVATON = 33121
1 - 8° x 6" TEE (MJ x FL)
"
13 STA. ]+39.] (HP), INSTALL:
2° AIR AND VACUUM RELEASE VALVE
1
1] INSTALL TRAFFIC REARING LID ON METERS.
PER
- OVERHEAC PC'AER TINE
OF VISTA VIE'.N - 1 _ 6
GATE VALVE (MJ x FL) AND VALVE
1 - B° GALE VALVE (MJ x FL) AND VALVE -
ROX 1
BOX PER CITY OF YELM Sl-. DWG. 6-8 ON SH T C14 ~ I..L1
~ 2 - 6" ADAPTERS (MJ x FLJ I
I
__.. _._. -_
~ .. THRUST BLOCKING I
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0+00 O+SO 1+00 1+50 2+00 2+SO 3+00 3+50 4+00 4+SO 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+ 50 9+00 9=SO 10+00 10+50 11+00 11 50 12+00 12+50 13+00 13+50
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