HomeMy WebLinkAboutR_4013159I
_ --69-L-F i2"D( FIRt-<
I
N: 185946.19
E: 1300074.57
1
22 LF 12" DI �FIRE-
37 LF 12" DI FIRE1---,
5 LF 6" DI IFIRE-
5 I
_ lj�
3
c
o
4 N
E0
18
"k1l,_
-�
•
V• \_
-- - , --
I I
I I
II U)
II V)
I I
I I
S1S
N: 185932.87 11
E: 1300057.31
I I
I I
I I
215 LF 2" WATER U II
� II
N II
N: 185923.31
O 8»
12" DI V"
I �
Si lsS1S S1S S1
I�
a-
Ia-
a
Ic
I
MATCH LINE, SEE SHEET M263
I
O I FW FW
sls Lw
FW
112" I `�12"
s
�s 1 24"CONC I N
Iw �
I �
- - - - - - - - - 3 - - - I II 20 LF 8" DI WATER ° C�ONCAD
S1S U S1S 941S�� SSls� _ S1 _ _ o n ca
Ln 3 �__� °
N 185530 46
4 E: 1300133.31 w
I
6 LF 8" DI WATER
w Iw
N: 185525.43
E. 1300113.94 5
2"C I I II m
I
V N: 185884.43 3 78 LF 2" WATER w w I
_ E: 1300016.50 N: 185528.48
35 LF 12 71 LF 12» DI FIRE E: 1300108.75
DI ,FIR d I _ 5
\18 / 118 "VC I
N: 185918.54 > 9 d
-----/cV_c------ ------ �Va 4.. VC I S � U.B D I 1 118'DI m CD
- - _ ,E: 1300004.24 V - - - - 8 cv _
1 I 1 m z
Iw
9 LF d N: 185825.45 7 / 3 ---- 3 ---- 3 ---- 3 --- 3 ---- 3 ---- 3 ---- �2� ---- �-
( 3 ---- �- 3 - I- -
E: 1299974.41 I
N: 185927.31 �2 sus \d �2 CI - _ 3 - 3-
E: 1300001.96 12"CI I w
57 12" DI FIRE
sls � I slssls sls sls sls Sls sls
sus
OUTFALL
004A
200' SHORELINE SETE
PER CITY OF RENTON
E: 1300022.03 10 I 'sls
I I
1/' z
N: 185916.20 'S1s AF O o
E: 1300008.21 2 II sls L--8" -PRD ----------8 C.I. CW ABA NED---------------- ]--------------- 8"CI CW-
33 LF 2" WATER
N: 185884.96
E: 1300012.98 7 \ 8 "C ` 12"C
4„ d
75 LF 2 WATER
m
d M�y M3 ,ti
M�
y
_
_
1�7496�12 2 271 LF 12" DI FIRE
i
.12
/
8 N: 185770.15
m 1
/
E: 1299988.89
1
/
N: 185818.93
I
3
/
E: 1299974.05
1
ml�
/
/
I
I
Q 112 LF 8" DI FIRE
•�,
y
1cn
cn
j
I
I
o
o
12 N. 1857/41.91
E: 1299
LAKE WASHINGTON �y0
MHO -
02 LF 2" WATER
16 LF 6" DI FIRE
N: 185737.86 [ 2
E: 1299864.90
N: 185703.97
E: 1299795.35 1
N: 185696.36 [
E: 1299797.96
o _ S1S S1S S1S
_--169 LF 2" WATER
MATCH LINE, SEE SHEET M261
s.s
cn
co
c-
co
I
II
f �
3 ---t-
271 LF 12" DI FIRE I O
ii N
I N: 185507.69 �
E: 1300057.64 F 301A 11-16 ��°
II
I WV SEC 5 w
UNNAMED
I� III °
I °
WV SEC 12B
N: 185523.18 5
E: 1300053.58 1
co I
-
I �- I w
I �II
°
ml
I aw
I 11 4
00
w
I II
I
I 6
I 653 LF 8 DI WATER
I Iw
w
I
II
I I
I I I
1
w
I I
�
I II
I I jw I
I II
I
l
II
II I
I I I I
li ow I
I of
zI I al
�1 a
U I
00i U w
I
GENERAL NOTES
1. SEE SHEET G02 FOR FIRE AND WATER SERVICE NOTES.
2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS.
3. SEE SHEET M510-2 DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING
AND BACKFILL.
4. SEE SHEET M510-2 DETAIL 5 FOR JOINT UTILITY TRENCH.
5. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS
REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES
AND FIRE DEPARTMENT.
6. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED.
CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION,
CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS.
7. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT
CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE.
8. SEE SHEETS C80-C81 AND C500-5B FOR HARDSTAND CLEARANCES.
9. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH
ZONE, NORTH AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL
GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM
CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988
(NAVD88) = NGVD29 + 3.60 FEET.
YARD HYDRANT AT UTILITY STAND
M 5� 0 1
I !
C> FIRE HYDRANT ASSEMBLY
M510 2
3> WATER SERVICE AND AIR VAULT
1 - 2"x2" TEE 1 1
2 - 2" VALVES M510-3
1 - 1" SVC. LINE
REFER TO MECHANICAL PLANS FOR CONTINUATION
® RELIEF VALVE VAULT. REPLACE EXISTING VAULT AND
REINSTALL EXISTING RELIEF VALVE. SET NEW VAULT
AND CONNECT VALVE TO NEW 6" LINE. RECONNECT M510 4
TO EXISTING DRAIN.
5 FLUSH SECTION VALVE
M510-2
CONSTRUCTION NOTES
EXPOSE PIPE TO NEAREST JOINT.
CONTRACTOR TO CONFIRM THAT PIPE IS
MECHANICAL JOINT TYPE. THE
CONTRACTOR SHALL NOTIFY THE
ENGINEER IF CONDITIONS DIFFER.
1 - 2" 90° BEND
1 - 2" 90° BEND
CONNECT TO EXISTING 8" DOMESTIC LINE
AT EXISTING VALVE
1-8" RESTRAINED COUPLING
SEE GENERAL NOTES
1 - 8" 45° BEND (RJ)
CONNECT TO EXISTING 12" MAIN
1 - 12" CUT -IN TEE (FLxMJ)
1 - 12" FLUSH SECTION VALVE (FL)
1 - 12" COUPLING ADAPTER (FL x RJ)
2 - 12" SPOOL AS REQUIRED
SEE GENERAL NOTES
7�
1 - 12" 45° BEND (RJ)
:�
1 - 12"x8" TEE (RJ)
1 - 12" TEE (FL)
2 - COUPLING ADAPTER (FL x RJ)
1 - 12"x6" REDUCER (FL)
1 - 6" COUPLING ADAPTER (FL x RJ)
10
1 - 12"x6" TEE (RJ)
CONNECT TO PRESSURE RELIEF VALVE
11
1 - 12" 22.5° BEND (RJ)
12
1- 8" COUPLING ADAPTER (RJ x FL)
1- 8"x6" REDUCER (FL)
1- 6" COUPLING ADAPTER (FL x RJ)
KEY PLAN
SCALE: N.T.S.
SEPARATE FIRE PERMITS REQUIRED FROM RENTON
REGIONAL FIRE AUTHORITY W-401304 R-4013159
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Ber erAI3AM 20 10 0 10 20 40
CALL 48 HOURS
33301 9th Avenue South, Suite 300 1 11� mm 11� W= 11�l CIVIL PERMIT
BEFORE YOU DIG Federal Way, Washington 98003-2600 SCALE: IN FEET
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
�N P. THIS DESIGN B AND/OR CHECKED JLC 06/08/18 FIRE PROTECTION AND WATER - SHEET 3 W4700331 - 06/08/18
APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/08/18 T� SPT 06/08/18 SHEET
WAsh��� G SPECIFICATION IS APPROVED
AV�® ��P °� ENGINEER TITLE APRON R INFRASTRUCTURE M262 M16
APPROVED BY DEPT. DATE JLC 06 08 18
CHECKED
RENTON SITE W4700331
31271 o ww JOB NO. COMP NO.
lsT
�csa� � APPROVED
ss�oNAL ���
APPROVED CIVIL MASTER SITE RENTON, WA IDWI No. 4-APRON-R-M262