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6, POWER PO
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---------- EX. -U-MM -TO --------------- EX. 16 W ----- _VX_� ------- EX. GAS VALVES.
NOO*57'2'"E
:'S.- ------------------------- 2649.89
X. ---------
SIDEWALK
REMAIN. MATCH ITJ EX. GAS, MATCH 16 -------- -- ----------
11 ,CONNECTION TO NEW STOP SIGN PER LN "� X, 12 W__
MATCH TO I
G
PROPOSED GRADE PROPOSED -GRADE.
MATCH EX. GRADE
'M C:)-
II
UNION AVE. DETAIL THIS SHEET MATCH �'SED�GWE G
G OP6 - tk P NA
G G x 8" GAS
------------------------------------------- G G MAT E
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------------- G G G EX. GRADE
-------------- ----------- AS— G 7A_L7Q
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SAWCUT EXIST. PAVEMENT
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SID
t11'
EXIST. LANE
6
1' NEW I
ASPHALT I
\ I 1 �4" THICK CONC. SIDEWALK
CONC. VERTICAL CURB & GUTTER
4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE WEARING COURSE
4" MINIMUM COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE LEVELING COURSE
2%
2I J
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UNION AVE NE
1 "=20' H 1 "=5' V
22+00
20+00
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m M
RENTON, WASHINGTON cc_ co
<:
c-5
CD
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F7-1 CD
Q7)
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0
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CD 0 2--
07) 0) 0') 4�fl)
4-
-4 EX. 1 WATER METER
- -1-
TO BE RELOCATED TO
BACK OF WALK AND USED
k-
4-
FOR IRRIGATION. INSTALL
BACKFLOW PREVENTOR.
f
57
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4- 4--
----- --- -- -- -- ------ -- ----
Zi----------------- -7-77
07" f F ---------- - qL
---------------------
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--------------
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DRI ------- If
' —C.O.R. D. DETAL F004 --- +--- - - - - --
----------
- - -------------
NKMW 4
0�
F II'
�Sdl EX� 3691
SS
ss — 4)—Z2r-+� SS SS -------- SS ss SS SS SS SS
23+00 S" SS SS 11
SS Ss 1"D
SS -ti +00 SS SS �=\n
------ 4— - 22+00 UN N AVE NE s' LOCATION
0
6, POWER PO
--------------------- --------- EX. POE PO �i
---------- EX. -U-MM -TO --------------- EX. 16 W ----- _VX_� ------- EX. GAS VALVES.
NOO*57'2'"E
:'S.- ------------------------- 2649.89
X. ---------
SIDEWALK
REMAIN. MATCH ITJ EX. GAS, MATCH 16 -------- -- ----------
11 ,CONNECTION TO NEW STOP SIGN PER LN "� X, 12 W__
MATCH TO I
G
PROPOSED GRADE PROPOSED -GRADE.
MATCH EX. GRADE
'M C:)-
II
UNION AVE. DETAIL THIS SHEET MATCH �'SED�GWE G
G OP6 - tk P NA
G G x 8" GAS
------------------------------------------- G G MAT E
G G 402.7
------------- G G G EX. GRADE
-------------- ----------- AS— G 7A_L7Q
n 7 ;Z; '/"I m S) s 0 dl� Iq
AV, �1'
J� 1 11 N00*57'26"E " - 83.43"
7
M
M C-) M P
EXIST. 22'
EXIST. ASPHALT PAVEMENTI
P'Y[qT WHITE PPKAq
SAWCUT EXIST. PAVEMENT
f11'
EXIST. LANE
SID
t11'
EXIST. LANE
6
1' NEW I
ASPHALT I
\ I 1 �4" THICK CONC. SIDEWALK
CONC. VERTICAL CURB & GUTTER
4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE WEARING COURSE
4" MINIMUM COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE LEVELING COURSE
2%
2I J
..f- ......... ......... -z- -u-u1Nu'.- N='+uu..'+�) ...... ... ... tA. - kiKWNU -Al - It -K-/W . ..... ....... ......... : * ..... * * : ......
t5 z Lr) N 04 Z F . . : ' ' * * ..... : ......... ... ... ......... 12 C 0 N 167—
.... ......... ... I ..... ......... ......... ... ..... I ... ......... ......... .. ..... ......... ...... I .. ......... ......... ......... ......... ..... ... ......... ... I ..... . ...... ......
Lo ... ......... : I
O ui j . ...... EX. -S-SMH
....... ...... ......... :1 2"'CoNc,' S ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 12". CONC:. -S=-399.16 -
.. . ... . ..... ........... - - - ------ ---------- ----------------- --------------- ............ -- - -- - ------- - -- - -- ------- -- - - - ------- — - - - __ — — - — -------- ------ ---------------- - -------
Fn -i R� rl ------------------------ ------- ------
390:-
----------- — ----- A 390
00 Lij 8" PVC N=391.56
V)
CL 00 C4 8" PVC S=391.53
L'j
c1l:
8" PVC E=391.58
0 CD
oar C) : 0:
C) 0 CD
:A
1 8" PVC W=391.50
0
54
0 0 m b ............. -- --------- ........... .. . .......... .. . . ...... .......... . .....
w w w
a- 24+00 23+00
w a_ w
ou-
z
cn
Ln
w cn w cn w Lu
Eli E Q 25
cr ir m Ir
<
z C0NCJ
LL
Fi I e: P: 13 0 0 0 s 13 2 4 0 \e n g i n e e ri n g 13 2 4 0 - r2. d w g Date /Time:? /7/2008 3:02 PM Scale:l" = l' RHERRON Xref: z13240-s.dwg, z13240-t.dwg, z13240-renton-b.dwg, ali.dwg, z13240-pp.dwg
UNION AVE NE
1 "=20' H 1 "=5' V
22+00
20+00
m
ows
UNION AVE. RD. IMP. SHEF C4