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CB S RATE " % `
RIM=39.86' /
6" PVC I.E. E=37.36'
12 CONC I.E. SW 37.36
CB STD GRATE '
RIM=40.21''
36" CONC I.E. NE=33.21' oSDM
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3fi,> CONC I.E. E-33.41 RIM= 0.31' ,
am " \ ;' RIM 39.99'
NC I.E. E=33.26 3 CONC I.E. W=33.29'
36" CON W=33.26'
c��d s
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� RIM=35.25' WATER VALVE METER
CB SOLID LID 24 CONC I.E. E=30.50, WATER VAULT
WATER
RIM=35.37' 24" CONC I.E. W=30.40' WATER VALVE FIRE HYDRANT fill
METER
. 8" D.I, I.E. N=32.82' POWER POLE '
CB SOLID LID
2" CLAS
*2" TO 6" C
OR C
1' 1' 2.5'1' 1'
MIN MIN MIN MIN MIN
2" CLASS `B'
CRUSHED ROCK, FLOWA6LL FILL
OR AS REQUIRED BY ENGINEER
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN. —
1' 1' 25 1' 1'
MIN MIN MIN MIN MIN
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
,S*
OF CURB OR
OF PAVEMENT
;ENTER LINE OR
.ANE LINE
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ADOPTED
CITY OF RENTON
♦ i1
\.\ / STANDARD PLANS
LST DATE: 02/05
DWG. NAME: H032-1 SP PAGE: H032.1
1. ALL EXISTING UTILITIES AND APPURTENANCES ARE TO REMAIN AND BE PROTECTED
FROM DAMAGE UNLESS OTHERWISE NOTED.
2. ALL EXISTING DRNEIMAY'S ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO
6TH STREET SMALL BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT
CURB, MATCHING EXISTING.
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12" D.I. I.E. N=32.71'
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WATER VALVE
RIM=39.22
WATER VAL E
24" CONC I.E. NE=34.12'
24" CONC I.E. S=34.12'
EX. CURB, ASPHALT,
LANDSCAPMiG AND SIDEWALK
TO BE REWWD FOR NEW
SIDEWALK DAMP CONS7M1UCT10N.
Cp�'12_ 5S�6a5'
12 D.I. I.E. W=32.71'
WATER
MANHOLE MONITOR WELL
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� Call you dq.
- --gym— --TV
---- T---
r
TYP. (PER DETAIL SHT R2)
�-- 0
,,,.,3
O
--,- o x �� x AM
°
\A°
EX. FENCE
IRR. BOA{
& BOLLARD
x
POW& 'OLE -
EWW -'`
REMOVE AND REPLACE
EX. STREET SIGN
CB S RATE " % `
RIM=39.86' /
6" PVC I.E. E=37.36'
12 CONC I.E. SW 37.36
CB STD GRATE '
RIM=40.21''
36" CONC I.E. NE=33.21' oSDM
_ a
3fi,> CONC I.E. E-33.41 RIM= 0.31' ,
am " \ ;' RIM 39.99'
NC I.E. E=33.26 3 CONC I.E. W=33.29'
36" CON W=33.26'
c��d s
CONC I.E. SW=33.19
------
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PIS") l !� ! `�' fit" CONC I.E. N=36.19'
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AEOQ 4
a LE ` 6XCUA TQ' BE -4'P OLE d' WALUMIIyAIRE;... FOUND. MONUM Td �E E=3260' a � POWER P
OL
E
%PINCH IN 444 -------.. ° 6U �:` . `° SLDMA.KN-CASA_POW,FR�A
° -"��a - QR SIE A`TRAhSFO�R ` 12.Cts` I:E: W= 2.i0a i5 �
ae'd, 4 W LUMINAIRE
& UG WIRESCa_
.41F a e tea': XCtNC�E rES BE -LOW Gd a d A IALa4u BE DE (%AY' 14 d T
. 4'"
. e a4N 4 i d dfl d v a fl a �aL!
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a$ e e.dfl
. � a, a axeD% 4 4
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01
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---- ------------------- __pfoW3 il-- ___.m-♦�da 'Ify'.wd
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Ili------_-_ -� � __� � _ - ----- -- ----- -----
• _ ,®/ ) pt p(dQ - P(pN) P(QM) - - - -.T - - - - — - - — - - - POWER POLE ---
a
. SSMH WATER VALVE POWER POLEIs 4- -- -` T 7-- T r
� RIM=35.25' WATER VALVE METER
CB SOLID LID 24 CONC I.E. E=30.50, WATER VAULT
WATER
RIM=35.37' 24" CONC I.E. W=30.40' WATER VALVE FIRE HYDRANT fill
METER
. 8" D.I, I.E. N=32.82' POWER POLE '
CB SOLID LID
2" CLAS
*2" TO 6" C
OR C
1' 1' 2.5'1' 1'
MIN MIN MIN MIN MIN
2" CLASS `B'
CRUSHED ROCK, FLOWA6LL FILL
OR AS REQUIRED BY ENGINEER
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN. —
1' 1' 25 1' 1'
MIN MIN MIN MIN MIN
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
,S*
OF CURB OR
OF PAVEMENT
;ENTER LINE OR
.ANE LINE
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ADOPTED
CITY OF RENTON
♦ i1
\.\ / STANDARD PLANS
LST DATE: 02/05
DWG. NAME: H032-1 SP PAGE: H032.1
1. ALL EXISTING UTILITIES AND APPURTENANCES ARE TO REMAIN AND BE PROTECTED
FROM DAMAGE UNLESS OTHERWISE NOTED.
2. ALL EXISTING DRNEIMAY'S ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO
6TH STREET SMALL BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT
CURB, MATCHING EXISTING.
' u � • Z ,
+ r aw 4e
i f a" e
46
r ,• .ilY W
• SDMH
r e
RIM=39.86'
i`
---- --------- -= 12" CMP I.E. E=33.61'
12" D.I. I.E. N=32.71'
T
!
WATER VALVE
RIM=39.22
WATER VAL E
24" CONC I.E. NE=34.12'
24" CONC I.E. S=34.12'
EX. CURB, ASPHALT,
LANDSCAPMiG AND SIDEWALK
TO BE REWWD FOR NEW
SIDEWALK DAMP CONS7M1UCT10N.
Cp�'12_ 5S�6a5'
12 D.I. I.E. W=32.71'
WATER
MANHOLE MONITOR WELL
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