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STA 8+424-11'LT
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8" TEE(FL)
8" PLUG(FL
8" GV(FLxMJ)
8" VERT CROSS (FL)
PORTION OF THE N W 1/4 OF THE SE 1/4 OF
SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST,
CITY OF RENTON, STATE OF WASHINGTON
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32.00' _
THE EXISTING HOUSE ON LOT 10
KILL HAVE A NEW WA TER METER
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PER THE PLANS FOR ROSE SHORT
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PLAT &THE NEW 6" WATER MAIN
6 " PLUG TAPPED 2"
1+81 1-%'RT
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INS TALLA 770N.
2 BLOW OFF ASSEMBLY
6" 45' BEND(MJ)
CONC. BLOCKING
CONC. BLOCKING
EX ACCESS & UTILITIES
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EASEMENT REC NOS.
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FILL AND COMPACT THE ROADWAY PRISM
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TO FINISH GRADE PRIOR TO EXCA VA 77ON
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L=52.60
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FOR INSTALLA T10N OF WATER MAI� l� I
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W 8 ADAPTOR (FLxMJ) __ NEX WM TO BE REMOVED STA 7+03.2-11 LT-- RELOCATE
70 o CONC BLOCKING
8 x6" 7FE(MJxFL) — — I+ i
SEE CONNECTION D TL1 - o EP -- N
- - o 6 GV FLxMJ) :-- _ _ _ -
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5+00 MONROE CT NE 7+00 ---- ~-- -__ ``gip►
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100LF 8" DO 277.25' (P A T) --
-- NEW INTX NE 17TH PL 1 LF 8"DI '
NEW FH ASSEM€� Y��" 276.97 ;- X/ST 8" W (W-2030) � � 2,2'LF 8 Dl p _ (MEAS) l 5+00
7_ — 272LF 8"Dl CL52
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EXIST 8 x6" REDUCER ! * __ __ _. _._ __. —EP— 21F g�D/ ' N '9900 \�
TO BE REMOVED STA PER NE NTX = u / EX. 6" Ci TO ABANDONED �` -- - E \
a e AT MONROE CT NE 5110.52J6
STA 8+4 .4-16'L T ' STA 7+23.8-11 L T
, g CONNEC7ON 4 PG. 8" 90BEN (MJ) ' 8 x6" TEE FLxFL ALL TRENCH RESTORA 77ON SHALL BE TO THE RECONNECT EX/S77NG WA TER SERVICES TO c 5.00 \
STA 4+89.00-5.00'L T ( ) -
CONC BLO KING �5 ��� L=219. A :
2-8 GV(FLxMJ) CURRENT CITY OD RENTON TRENCH RESTORA T70N NEW WA TER MAIN AFTER 7iE-lN HAS BEEN
a 8" SPOOL PIECE 8"X8" TEE(MJXFL) I STA 3+84.3-11 L / Tan=113.66
a i " AND STREET OVERLAY DETAIL. COMPLE7FD. NEW SADDLES AND CORP
a 8" RO-M C ADAPTOR(DI-Cl 1-8"GV FLXMJ 1-6 GV(FLxMJ) STA 4+27 3LT 8"x6 TEE MJxFL = r
CUT &CAP EXISTING 6" ) 8" VERT CROSS MJx 6" SPOOL PIECE STOPS REQUIRED. 8"-11 1/4' BEND(W) 6" 7FE(FLxMJ) ) to-3728 55 \ cp
WATER MAN AFTER TIE-IN " ( 6 RO-MAC ADAPTOR(DI-Cl) CONC. BLOCKING CONC. BLOCKING
8 SOLID SLEEVE CONC BLOCKING 3+72.6- TA 3+62-111 T \ �o
CONNEC77 N W/GONG. BLOCKING RECONNECT EX FH 1-8"x6" 7EE(MJxFL) 8 x " 7EE(FL)
REMOVE EXISTIN - 1-6" GV(FLxMJ) 8" PLUG(F
m 7FE & VALVES, CUT & ALL NEW WATER MAIN SHALL BE 6"-11-114' BEND(MJ) g" VERT. CRO
m CAP EXIS77NG 6" WA7FR O $" CL 52 DlP POLY WRAPPED CONC. BLOCKING 8" ADAPTOR(FLxMJ) \
AFTER TIE-IN CONNECT/0 I 1. A RESIDENT/AL FIRE SPRINKLER SYSTEM /S REQUIRED FOR ALL LOTS W THIN THIS PLAT 6" GV(FLxMJ) \
SEE COIVNEC77ON #2 CONC. BLOCKING
F 2. THE DEVELOPER MUST VERIFY 7HE MINIMUM SIZE OF DOMESTIC WA7ER METER TO EACH L 0 T WITV A
g DETAILS SHEET 13. I FIRE SPRINKLER DESIGN PRIOR TO INSTALLA 77ON OF THE WA 7FR SERVI2-16
CE S7I/B & METER. STA 3+ ND(MJL T
J. A SEPARA 7E FIRE SPRINKLER PLAN MUST BE SUBMITTED TO RENTON FIRE DEPARTMENT FOR REVIEW 6" 908ED(MJ)
- - CONC BLOCKING
I AND PERMIT77NG PRIOR TO l 7HE SPRINKLER SYSTEM. A BACKFLOW PREVEN7FR DEVICE 6 SPOOL PIECE
�' DOUBLE CHECK VALVE AS D FOR EACH BUILDING. "
o o I o�� �� a �r�� RECOMMENDED
M E N D E D 6" RO-MAC ADAPTOR(DI-a) \
_ FOR APPROVAL cur &CAP Ex. 6 MAIN (WEST)
As ; AF7FR 77E-IN SEE CONNECTION
a H. TO ,3 DETAIL SHT 13
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INS /(03 04
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BY
DATE
sIONAL
BY
DATE
"AS —BUILT" NOTE;
"AS
EXPIRES 6/22/"07
1-6 d'70
��,9STEn"
BY
DATE
-BUILT" IS BASED ON A
ACTUAL FIELD SURVEY
BY TOLIMA ENGINEERS AND
INFORMA 77ON SUPPLIED
sSIONaL
B Y
DATE
BY CON7RACTOR.
EXPIRES 6/22, 6'
BY
DATE
71 9 1 5SIT,DWG
MEN
SCANNED OCT 2 8 2005
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