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1 C602, TYPE 11L
W W
/ ID LOCKWG LID
=34.8± (MATCH EX.)
IE=30.92 (15* E)
IE=30.9± (12w NIS)
If I
if I O z IN
RW= i.04' +
8" CONC I.E. S= .978 if I
12' CONC I.E. N= .92' ill Q
8" CONC I.E. NE=
TEL. M/H
'®
ficow I -F. vt 34
T T
Irmo" t
SIGNAL BOXES
H/C RAMP
FOUND MONUMENT IN CASE
Sri.
SET 0.30' BELOW GRADE
w w
FOUND LEAD&TACK
(MAY 2014)
CB STD GRATE
RIM=35.18'
6" CONC I.E. E=33.18
CD
SIG. POLE W/XWALK +
c�
in
Lo c
NEW CB 01, TYPE 2-480 lin .0
W/SOLID LOCKIING LID
r-CAUTM ROAD IM ROV M NT AN RIM=38.2tZ
EX. UTILITIES TO REMAIN
IE=31.27 (15" o . CN S,W)
T
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SIGNAL POLE-----.- REMOW A6o__4[FLArr-W.- RW=35.26' RIM=36.*'
W/XWALK SIG FENCE AS NECESSARY FOR -7*% STUB
51 LF 15" HDPE 18* D.I. IT_N=31.31�.26 7 E3 5
IS 12* COK I.J. S-
RR F I
CB STD GRATE STORM CONSMXTION POWER CABINET (TYP.) x nb SID 0 0. 1 4X WATER MONITOR WELL
RIM=34.58" v- xzx (NEW) 15" HOPE IE N-31.31 )*am XAN X Ail
n cnM/H -71W �e
8" CONC I.E. SWT -77 lab IRR. o(In
12" FIR Nuu) Pos) P(uc) LF 15 0 0.14X MONITOR WELL
BOX (D
X 3t P(4A)
CONC BOX P(uc) -P(uc)-P(
,-& = ■
ONE WAY SIGN I ONO POW - p(wo) - P(us) p(w)
X- X_ x X -Adz X_ X_ X_ JLN L(uc) 6/8" Cr
Mdimbil� - X_ x- x X am x -x x As x
pt X --- ------ -------- -----
P(v" I . . -IL-1 zz E - �;v z
A. Kill" -,w
aw
;*wbc - vwrr.;z
us IF
Nuo)
kur.)
Plug) .1 7.0.2_ A -7
-E p(me).
X. SIDEWALK (TO REMN) .1 7A Nus) A 7 ptuo
-------- A T P(U us),
4 4
- ---------------------------------------- =======n -- - - - - - - - - 'i 0 �
We ,
bon 4
5i ----- --7 ------
-*.Mg aw *.,a = X X
TIGHT
7 a OWER VAULT LIJ Ui
LIG --V27.7' /W STANDARD !e w le x
CB STD (RATE HT LIGHT CB STD GRATE
RIM= 34.81 STANBARE) RIM!E54.83'
H/C RAMPS a ITOR eB SfD owff a
■ 8* CONC I.E. E=32.64 E=32.26' •\14 RN=34.84'
15+0( GAS VALVE WELL
8" D.I. I.E. S=32.64' 16 00 N 4TH ST W=32.26' 17 0 12* CONC I.E. N=31.07' In Lo in
=6m + 18+00
-All a
R
12" FIR IF 11
Ptual pial
Ple
\6
CB STD GRATE GAS VALVE*9 8" CONC I.E. E=32 7y 00 W)
R4M 34 9 31
8* CONC I.E. W=3207'
■
LA I N=32.b5* In v rdl
Z
■
W W W W
W w 0 0. 6" CONC I.E. SE=32.65$
W w w w w - w w IN w IN W
S )N w IN w W w W w w Wvr w
w
Mmm C8 1 2 GRATE
x-- ----------------------
SSMH =34.36 WATER ------
■ M TD GRAIE RIN=19 33' WATER VALVE x % am •9# CONC ---- Xx VALVE
TA. 14+4§.03 N 4TH ST= RIM=35.15' I.E. NE 3.49
49.61 GARDEW AVE N 8* D.I. I.E. N=33.37'• S H 8" CONC I.E. S=28.93' CB STD GRATE CB STD GRATE
RI 8" CONC I.E. NW=28.83'
6" CONC I.E. 5=33.57' =35�36' RIM=34.34" X' "" z S27 RIM=34,85"
Q" I%Amf% I c cc )Q nAl v
!m
A"MLf\ 01%j 6 CONC I.E. NW=33.24 6 0 I.E. SW=32.45
CB STD GRATE 2 PVC I.E. E=28.44' RIM=35.32' 12" CONC I.E. N=32,45'
RIM=35.1 0' • 20" PVC I.E. W=28.34' 20" PVC I.E. E=28.92' HYDRANT
■
6" CONC I.E. W=33.57' 20" PVC I.E. W=28.82' REMOVE EX. PIPE WORTH AND (D
6" CONC I.E. N=29.80' INSTALL NEW 15" POPE. REPAIR ■
STRUCTURE AS NECESSARY.
INSTALL 1 -ECOLOGY BLOCK TO PREVENT PEDESTRIAN ACCESS TO THE NORTH
SW.pLE DIRECTION CURS RAMP PER
WSDOT STD PLAN F-40.16-02
INSTALL 1 -ECOLOGY BLOCK TO PREVENT PEDESTRIAN ACCESS TO THE NORTH-\
W I
•7
% ,
4
TIE
SINGLE DIRECTION CURS RAMP PER
WSOOT STD PLAN F-40.16-02
■ SEE DETANLED GRADING R7-N�
■
Pon) pon) pom
X x X
p(us)
P(us) p0mr.,
=t
PEDESTRIAN SIGNAL
• • ..CB STD GRATE
LIGHT
RW=X8T_ - 10 a 11 1
8* CONC I.E. W=32.42'
■ 8"19.+.00E. S=32.50'
• SSMH
■RIM=35.53' FOUND MONUMENT
8" PVC I.E. S=29.27' N 4TH 4 (
• 6" CONC I.E. N=29.70' Zkj U,,)U tJLLUW GI
w w w
20* PVC I.E. E=29.10' (MAY 2
--20w-Pqt I.E. W=21ff-_ W w - w - w
CB STD GRATE TEL. VAULT
RIM=35.06'
SSUH 8" PVC I.E. SW=33.28' CABLE RISEF
■ RIM=35.44' 8" D.I. I.E. N=33.28' H/C RAMF
;t* PVC i r r,=?o u,
■
■
8* PVC I.E. N=29.56'
000NTRACTOR TO FIELD VERIFY EX.
HORIZONTAL AND VERTICAL LOCATION AND
SIZE OF EXISTIK UTILITY. NOTIFY
ENGINEER OF ANY DISCREPANCIES.
2 INSTALLATION OF THE STORM LINE SHALL
NOT UMDERGMNE THE HIGH PRESSURE
WATERLINE.
Va
f%r'117' nA^^AM INAnVe 1"Aff%rLj1^1 11t%r r%1 AL11t% r -^r% ^Ika%sVr- iLAff%fi%^1Ar1LAr1LoVr%
EX. FENCE TO REMAIN.
PROTECT FROM DAMAGE
0 UUM, I.L. �-�t,ro �� �
SIGNAL BOX
CESSARY
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4 A . Ap -
PON) PON) _71.F44 011111111111
-CONSTRUCT NEW SIOEVAkXo SOM X 4 V
C AL Q.
A -0
POLE #JKXXD EX. POWER 'Aft 00 -Ek. POWER POLE A 4 A
APPUR ------
Amn TFhMCFS,
NEW mNmTg's1bEwtK■
-
off., 4 4
SSOH- 4- 4
KW' .4
- 2 A
R4A .4-
5 42 7
:)Ojnn. *4
na r ruk" 2Q 40 a A
Jai :90*77" A .4 -
N A Mani
4
=29.67. _�w
:"4" CO�P-i_E.
274
MONITOR WELI A 4 -A *4 o.
- - S- fA. 11458.55i 21. 44
8' LT' 4'a A
44 0
-4
t EVISEIRTIONAC-C., 4 4 .4
110 . 1!5 Vw.... 4.
men
DO NOT ENTER IN'ZE"CTft. D-,,P�.
SIGN WATER A .4
cm 4
METCa If. R- 4 4 4
w .4 w
w IN 1w IV w w w Vp A
n* w.
4.
4
---- ------ - ------ ---
- - - - - - - - - - -• - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - -- -- - - -- - - - - - IL Mj - --- - - - - - - - - - - - -
A - - - - - - - - - - - - - - - - - -
PON
PON) p(sm) PON)
T 111111174 'o T= -T Yo T T
POWER POLE
CB INLET ■
Z/
KEYSTONE WATER METER W/ SOLID LID
RIM=35.33'
RET. WALL TEL. M/H
Ib 8" CONC I.E. N=32.53'
I // a 4 GUY ANCHOR
It/ I - 12" CONC I.E. N=33.130
life 0
ifil. 6" ADS I.E. S=33.93 ■
>i
MATCH EX. GRADE AT FENCE
71 y
SIDEWALK 4J7,
"i SIDEWALK
No I x
L"T^u v GRADE AT rrLAf%r uj
2X MAX I i- ASPHALT PATCH PER SM PLAN 103
NEW CONCRETE SIDEWALK
PER CITY OF RENTON Ek ASPHALT
STANDARD DETAIL 102.
NEW CEMENT CONCRETE
TRAFFIC CUM PER C17Y OF
RENTON SM DETAIL 101.
c SECTION C -C
NOT TO SCALE
NOTE: WHERE EXISTING CURS IS BROKEN OR IN DISREPAIR,
CURB SHALL BE REPLACED PER STD. PLM 103.
2% MAX
4
NEW CONCRETE SIDEWALK-/
PER CITY OF RENTON EX. CONCRETE ASPH&T
STANDARD DETAIL 102.
NEW CEMENT CONCRETE
TRAFFIC CURB PER CITY OF
RENTON STD DETAIL 101.
Ak%, u%:CTM D -D
NOT TO SCALE
4P -I
GUY
IAS*
100
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