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F BOSAIR LL , C000�� WATER MAIN CONNECTION NOTE:
`� \ \ NE1/4, OF THE NE1/4 OF SEC. 18, CONTRACTOR TO INSTALL DEAD -MAN BLOCKS ON EXISTING MAIN AND NEW MAIN PRIOR TO
ss ss ss / \ TWP 23 N. RGE 5 EAST W. M. MAKING THE FINAL CONNECTION. RESTRAIN THE BEND TO THE DEAD -MAN BLOCKS WHEN THE
30- CITY OF RENTON KING COUNTY WASHINGTON FINAL CONNECTION IS MADE. SEE DETAIL SHEET C5
F, ss 0 �� RECORD DRAWING
°o� NOTE: 04
CONTRACTOR TO COORDINATE WITH BOEING AND RENTON AIRPORT FOR THE LOCATION OF
\ / 'PIP SHUT-OFF VALVES PRIOR TO THE START OF WATER MAIN CONSTRUCTION. '
� \ c \ \ \ RIMRIM=27.89 0 10 20 40
1tz6.46 ((8NW" \ \ \ )
EXISTING � \ � \ \ SCALE: 'I -20
cb
I- /z- o
TYPIBOLCALD `� �F`�. \���'AO-Z
f , \
/ / 0 X
.t1 SIGN
ya
CLEANOUT \ \ \ o \ v \?a\ \\
\\ \ \\ \ I \ \ \ EX. FIRE
UTI IT � ❑ , \ HYDRANT
V�U LT El/ \ \ F \ ��\
FUEL • \ \ ' \ LIMITS OF 100 YEAR FLOOD PLAIN
� '`
'� LID DECK ` / GAS GAGE & VAULT / \ \ \ `ELEC BO \ \ \ \ \\ (CONTAINED WITHIN THE EX. LEVEE)
/ GAS BLOWOUT \ O\R WALL
FUEL LID \ M \\ \e
\\
\2 GAS VAULT �` I OWOUT \
(4) POWER, '`, \ � \ '''`, \ \ \ \\ 0
EX. CB-N TYPE II
RIM=31.27
\ Q IE=28.97 (12" SE)
IE=28.77 (12" N)
EX. CB-M, TYPE 1
RIM=30.78
IE=29.34 (8" SE)
IE=29.15 (12" NW) \
r \\
WATER MANHOLE
EX. CB-L, TYPE 1
RIM=30.55
IE=29.60 (8" NW)
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
O
.-- WATER AND SEWER PLAN
FOR
J
FIRE HYDRANT &
WATER VALVE
`, � `,
289 BUILDING METERS \ \ \ \ \\ aye
(EXISTING)
FF-31.80 \ \ \ \ \ \ �`
KC WTD/METRO MH R01-35
� RIM=29.72
\ \ IE=17.57 (24" SE)
POWIE=17.67 (24" NW)
ER
\ A\ \ \
\ \
287 BUILDING
\ (EXISTING)
\ / FF-31.80 \ s \\ �\
\ \ \\ CB-E
RIM=29.72
IE=28.22 (6" SE)
SDMH-B
RIM=29.78
IE=24.43 (12" SW)
IE=23.18 (24" SE)
ra TRgc \ \ \ \ \\\ S` \ \ 6''`. / \\ \\ \ TEE NEW 8" SEWER MAIN IN TO EX. 24"
/rs \ \ \� \� \ KC METRO LINE APPROX. IE=17.76.
S CONTRACTOR TO FIELD VERIFY LOCATION
OyA AND DEPTH PRIOR TO CONSTRUCTION.
4 \ \ \\ \ SIGN ADJUST POINT OF CONNECTION AS
a \ SIGN ` \ NECESSARY BASED ON FIELD LOCATION TO
`� \ \ KEEP NEW CONNECTION PERPENDICULAR
EW ADDITION \ \ \ \ TO EX. MAIN.
54 LF 8
FF-31.80 \ " SS ®13.96% \ \ \\
\\ \ \ \ \ \ \
SSCO #1 C7 C7 \ c \
` RIM=31.78 6 SCO
3 RIM=31.7 \ \ \ \ \
a IE=27.90 (6NW) _ _ J) IE=25.30
/ PFRMR � \ �� 25.3�9, (8 IN
2 LF 6" SS @ 30.00%,' R A SIGNAl
\\ \\ \\ \ \
a
INSTALL: �'a; ; x AUL
1-12" 22.5' BEND (MJ) "-" CONNECT TO EX. 12 WATER MAIN.
�V DEADMRN ANCHOR SEE ' CONTRACTOR TO FIELD VERIFY
,--9 PRIOR TO CONSTRUCTION X \ \��
NOTE ABOVE _- SEE WATER MAIN CONNECTION \ \\ \
EX. CB-K, TYPE 1 - NOTE ABOVE\� \ ��
RIM=31.164
--- S-416501
IE=28.31 (8" S) \ `� " `�O\ '`\\ \ \ \
CB-F 8 LF 6 SS ®31.62% �\
/ ,� RIM=31.41' I I CB-D
EX. 12" WATER ', �' I / \ � 116 LF 12 DI WATER IE=27.53 (8" SW) `� �
I -27.37 (12 sE) ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS
-_ -
APPROXIMATE L 11 \ 1 IE7.35 (12" NE)
LEASE LINE I EXISTING I \ I i >
CONNECT TO EX. 12 WATER MAIN. I
CONTRACTOR TO FIELD VERIFYK
BUILDING
PRIOR TO CONSTRUCTION CB-G FND 4x4 CONIC MON I c
SEE WATER MAIN CONNECTION / RIM=31.03' I WITH 1-3/4" BRASS POWER POLE
NOTE ABOVE IE=27.35 (8" NE)DISC W/PNCH W/ GUY WIRE SIGN .�ti/l
/ LI
Su BCE SCALE. DATE.
HORIZONTAL N D ;9 3i,99, WATER AND SEWER PLAN 9/27/21
DESIGNED: 1 »=20' � CITY OF
3 RECORD DRAWING ZTW 9/27/21 ZTW F 0 R Fl°LDBOOV_
RENTON PAGE
ONE INCH
2 REVISED SEWER/STORM AT SE CORNER OF BUILDING ZTW 8/18/21 °�"""` ZTW . B 0 S A I R , L L C DRAWING NO:
DATUM
1 REVISED UTILITIES AT SE CORNER OF BUILDING ZTW 5/24/21 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 289 E PERIMETER ROAD
ZTW IF NOT ONE INCH
NO. REVISION BY DATE APPR APPR DKB SCALE ACCORDINGLY RENTON, WA 98057 SHEET: C4 OR 7
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