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uvv= "413.gp
VERIFY PRIDR TO
Q CONSTRUCTION)
S FA: 0 +25, 13'RT
RIM= 4�t4.Z7.1(= 3�
(MATCH EXIST. ASPHALT)
INV =4145V (6'!N) 415. --
INV =444+0 (8'OUT)41'5.71
WW/O -27 -2861
wv sR - s 7 -2810
3
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N.E. SUNSET BLVD.
.- FORD C14-33 44
_C11 ';1't'ACE "ROHM EX II
FF 'D -xAL�
25; 8 °a -4 B 408%
SS P1 H
n Z7
/IV 413.G7[g
7rvv: 411.77(g'P 5) _^ ---- --
m.. ix I
' PVC (SOR 35) 0 2.03%
- -INV= 414.70
I
MIN. FF= 419.00
MIN. FF= 421.00
(3) 3/4" DOMESTIC
WATER METERS MIN. FF =412GC
W/ TRAFFIC - BEARING LIDS -INV= 416.80
...116'6" PVC (SDR 35) @ 2.00% - -..INV= 418.00
-
/
-- r J1LTv FASEMEN -1 +00
NEIN 20'
773'_ _6_P C tSD35� ® 2.01% 55 C.O. ACCESS p / -
- -�
-' -- - -Y'SS C.O.
-SS C.O. -STA 1 +15, 3' RT. _J
-STA 1 +70, 8' RT.
7' -6" PVC (SDP, 35) 9 2.00%
`INV= 414.81
ACCESS EASEMENT
- G1
oars I T. J!(t
ESE PLANS ARE "AS- BUILT'
1`1D THE INFORMATION SHOWN
,CURATELY REFLECTS EXISTING
!� tD CONDITIONS AS OF THIS
LAM SHUPE HOLMBE'RG PLS 332
- SBF S CEMENT OR P,C WA R Iv i�v
AIL Jou[1 srRAP _FP .I C_; V
' " '• _OL�L 0 DUELLER CO.
/4" & 1" WATER SERVICES
_L:TGN
N4 P u ILL. - GENERAL NOTES
" d,ORK MAFER1AL SHALL. BE IN CONFORMANCE WITH THE STANDARDS
AND SPECIFICATIONS OF THE CITY OF RENTON Ul'II_ITY DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
PR FCATIONS, AS APPROVED BY THE CITY OF RENTONJ. A SET OF
.- �PR;VED !'LANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUC7FON.
6 GA -E VALVES BHA-- CONFORM TO .AWWA 0500 AND SHAL_ BE IRCN
BOD , BRONZED-MOUNTED, DOUBLE DISC 'MTH BROK �� WEDGING
DEVICE AND 0 -RING STUFFING BOX. 'JALVES SHALL BE DESIGNED FOR
q MINIIJUM WATER OPERATING PRESSURE OF 200 PSI . GATE 'VALVES
SHALL BE CLOW LIST 4 MUELLER COMPANY NO A238D OR M & H.
ALL 'JALVES 12" IN DIAMETER AND LARGER. SHA_'O. HE INSTALLED IN
vACLT- SL WATER STANDARD DETAIL FOR 12 GATE VALVE
THE HOJURS OF WORK IN THE STREET RIGHT OF WAY SHAD BE
t.' TO 8:30 A.M TO 3:30 PM WEEKDAYS UNLESS OTHERWISE
aPROVED IN WRITING BY THE TRANSPORTATION DI VI810!. AT 277 -
.,222 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE
.; "P f T.1 .PUT AND 911 SHALL BC NOTIFIED 24 HOURS h A7 VA.ir._,
SSLIME' e VAJL' AND B "'.?ASS INSTILLATION.
RE HYDRANTS SHALL B. COREY :TYPE rOPE'NING WITH THE
FESSURE) CONFORMING TO AWWA C 504 -80 WTH , 6 INCH IN T
AND r .V.O OF 5 .NCHES, TWO 2 -1/ I .CH HOSE NOZZLES 'NITH
THREADS,
' r,.TIOPJ OF EXISTING UTILITIES SHOWN ARE PPROXIMATE
`IJ;i ;HAITI. BE THE C'ONTRACTOR'S RESPONSIBILITY TO 'VERIFY
J JD (.ORRIC: -I I. -GCA 10'4 SO AS TO AVOID OAMAGE OP.
r SIST RHANCE. FJR UTILITY LOCA [ CALL n8 HOURS LOCATORS I-
8G0 -424 555
MAIN
' WAN FR MlJIJ PIPE I'O PF CEMENT LINED DUCTILE IRON PIPE
BE EME T LIKED DT
4A TON _ STANDARD 7 INC:, 60 DEGREES V O.D. THREAD
4.875 AND ROOT DIAMETER 4.6263 3/4 INCH PENTAGON
- F_P,AT.NC NU � OPENED BY TURNING COUNTER CLOCKW'.SE (LET),
8 ALL, YEA. ER MAIN 1D INCHES AND SMALLER IG MAINTAIN A
MINIMUM COVER OF 36 NCHES BELOW FNISH GRADE ILL WATER
MAIN 12 INCHES AND LARGER SHALL B A MINIMUM OF 48 INCHES
('�i RMI L TO 0110 REVISION,
!GENES ASS 52. CEMENT MORTAR NING AND SEAL COATING
< ON. ORM '0 AWWA C104 OR LA'fr ".S REVISION. PIPE JOINTS
.� B PUSH ON OR MECHANICAL JOINT BEDDING 10 BE CLASS C. A'_L
)UC I - IF LN PIPE SOUTH Of SUNSET BLVD. (EMPIRE
90D) AND WEST OF SR 167 (EAST VALLEY FREEWAY) OR IN
-- i.ILS OF HIGH RESISTIVITY SHALL BE P'JL Y.'THYLENE WRAPPED PEP,
BELOW FINISH GARDE. WHERE J.ILITY CONFLICTS OCCUR WATER
MAINS ARE TO BE LOWERED .0 CLE..R.
y q� WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER
SHALL BE CLEANED WITH PIPE CLEANING "PIGS' PRIOR, TO
IINSTALLED
DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES
AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /C FT. DENSITY -DAM
U ETER
RUBBER COATING ON THE REAR OF
_
!OS. /L WWv, .,t OS 77 STANDARDS_
5, T ?ON AND DUCTILE IRON FITTINGS SHALT_ BE CEMENT
WITH 90A DURCM URETHANE
"PIG" ONLY. "FIGS" SHALL BE CYJNDER SHAPED WITH BULLET NOSE
OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR WHO WI_,
INED PRESSURE RATE -, AS NOTED ON PLANS AND IN ACCORDANCE
WITH NSI /AWWA 110/A21.1082 CEMENT LINING SHALL BE IN
PERFORM THE CLEANING OPERATION.
ACCORD NC= WIT.. ANSI /AWNA C1041A21.4 -85- IF FITTINGS ARE 3
NICHES TO 2 1NNCHES IN DIAMETER AND HAVE MECHANICAL JOINTS,
: 'E Fl TNGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA
11O/A2710 -82 OR ANSI /AWWA C153/A21.53-84. 3 INCH TO 12
N..`- 0 AMETE'P WHICH HAVE MECHANICAL „OINTS AND /OR FLANGED
.0,N TS SHAL_ BE IN ACCORDANCE WITH ANSI /AWWA C110/A2110. 82
OR r OMBINATION OF ANSI /AWWA C110/A271082 AND AN 51 /AWWA
3 A 53-84 SHOP. THAT THE RTIG- OF THE FIT-ING '.NITH A
J_CH NICA JOINT(S) MAY BF IN ACCORDANCE WITH ANSI /AWWA
- /�`
/ �
C153/A21.51-84 AND THAT PORTON OF THE FITTING WITH THE
-BANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA
l �/ Q��
"110/A2110 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH
SECTION 5.3.53 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION
10-4.3 OF ANSI /AWWA C110/A2110 82 SHALL BE OBTAINED BY THE
B2
6103
COP. T..3 ,TOR AND TRANSMITTED T1 OWNER.
1&�
5
LEGEND
EXIST. WATER VALVE
A EXIST. FIRE HYDRANT
SI;UPE
&S EXIST. SEWER MANHOLE
NOTES: 9, EXIST, CATCH BASIN
V co
OVERLAYS AND STREET OVERLAYS SHALL BE MANHOLE
FQ
I- ALL TRENCH ->r 0 EXIST. STORM
PER THE CURRENT CITY OF RENTON TRENCH RESTORATION
,t
AND STREET OVERLAY REQUIREMENTS. ❑ EXIST TELEPHONE PEDESTAL
4 EXIST. POWER POLE
-°� �11332��
Sgt[: SL'd N
2. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTION TO
DNAL
VERIFY HORIZONTAL AND VERTICAL LOCATIONS. (- EXIST. ROVER POLE GUY ANCHOR
- -A - -- EXIST. WATER LINE
—SB EXIST. SANITARY SEWER
E51RES 1/3o/06
—' - -X EXIST. FENCE LINE
o FOUND REPAIR & CAP
RECOMMENDED
® FOUND MONUMENT IN CASE
FOR APPROVAL
(VISITED 2/28/00�
ar 7
MAPLE TREE
E.
FIR TREE
ALDER TREE
BY
Call NOTE:
before you ,,,,,,,UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
®g �. IT SHAL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
p A C j g EXACT 'VERPCAL AND HOR17ONTA, LOCAT!0Y OF L EXISTING UNDER-
GROUND 1- 800 - 424 -5555 REPRESENTATION IS IS RRADE TO THAT ALL EEXISTNG UTILITIES NARE N SHOWN
UNDERGROUND SERVICE (USA) HEREON. 'IHE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
SCANNED JUL 7 7'1011 AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
UTIL IY
ITY LINES. S COSTLY CALL BEFORE YOU DIG: 1 -800 -424 -5555.
SCANNED OCT 4 ZOW C /� ' �!p/ C Iv -_
s o