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REVISED 1 6-9-Q>S I B A P I REMOVE PIPE CROSSINGS ON L.OGP.N P.\/E. N .
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G.E. 28.60
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EQ. 8+01.2 5 A H.
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N. 3RD ST.
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C.B. Type I
G. E. 29.42
10' R
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G.E. 29.52
1. E. 26.7
EQUATION
TOP CURB
ROFILE PROFILE
LEGEND
Existing Proposed
Manhole
0
Catch Basin
o •
Inlet
o ■
Storm Drain
o -D-
Gas
G
Sewer
s
Telephone
T
Water
w
Meter
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Valve
�a
Light Pole
+
Utility Pole Anchor
__0_
Clean Out
o
Edge of Sidewalk
------
Fire Hydrant
Edge of Pavement
Rockery
Fence
X x-
Driveway
I I
Building
Curb 81 Gutter
--_-
Guard Rail
O • •
R/W
--
Monument
Traffic Light Pole
Q
Traffic Light Controller
x
or Junction Box
Soil Test Hole
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General Notes
I. Existing Manhole Frame 8Cover To Be Raised To Grade.
2. Existing Water 81 Gas Valve Cover To Be Raised To Grade.
3. All Inlets 81 C.B. Located At P C. Of Curb Returns Unless
Otherwise Noted.
4. Min Slope On 8"Pipe - 0.01
5. Curb Returns On N.3rd St. Not To Scale. /�
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EXISTING GROUND EXISTING I i
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1 EXIST 12 CONC. STORM DRAIN
LJ�I.E. 20.3 I S
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4 6 1. E. 18.7 1. E. 19.6 8 10 I I+I 50
C I OF RENT®N Horiz. I"= 40' T-�' F3 rZ-erg
PROPOSED IMPROVEMENTS Vert. I"=4'
N. 3RD ST. a N. 4 TH ST,
BELLEVUE `YASIIINGTON L,OGAN AVE. N. TO SUNSET BLVD. N, C-6745