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INTO EXIST, &`LINE II
STA 1+50 TO 1+70
CURB TAPER5 FROM
17' TO IB, 5' S (�
STA 1+70 TO 2+20 REMOVE EXISTING,
INSTALL NEW TYPE A' CURB $ GUTTER
LEGEND
EXISTING
EXISTING ROADWAY
NEW ROADWAY —_
PAVEMENT REMOVAL _7X_Nxz_x7?iX=
ASPHALT DRIVEWAY �1ZI
CONCRETE DRIVEWAY o
DIRT DRIVEWAY>:a
2+0 O 3+0 O 4+00
CAUTION -6"S3 IS INSTALL TYPE 1-B-5 MH
I' BELOW SURFACE AT INTERSECTION OF EXPOSED
NEW 6" STORM LINES
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rz
co k
ST. MH WITH 8"SS THRU IT
NEW
STORM SEWER � MH —Q--ST 12 —e--ST IP'
CATCH BASIN
t
SANITARY SEWER � MH --0 SS 8"—
WATER LINE � VALVE —><W-6"—
FIRE HYDRANT
WATER METER
GAS LINE —G 2"—
UT I L ITY POLE o--
MONUMENT
SIDEWALK
FENCE --
TREES � SHRUBBERY s�
PROPERTY LINE -- —
CENTER LINE —
5TH ST.NE
STA 3+ 25
CUT EXISTING ASPHALT
MATCH WITH NEW
w
Z
,Q
1
TYPE I C CB (2)
STA 1+99 TO 3+12
REMOVE EXISTING, INSTALL NEW
TYPE 'A' CURB � GUTTER; CON-
TINUE EXISTING CURB HEIGHT
DIVISION ST. N.
�y T
[ 6—I-71
DATE REVISION — --- -- 8Y
CITY OF , Ugh
-- ALISURN WASHINGTON
I L.I. D. 251
5TH ST NE, NW DIVISION ST. N.
STREET STORM SEWER
DESIGNED J C m _. r..4-14.�
t:' s
DRAWN J C M 1`I 50'
M.51=n3>zn>4v:: 23 JULY 70
Q7D'9
3
2UC
285
m
27-9
0-+0c =
0+15
IN
1+00
2-*00
3*00 ++00 5+00 600 7+C%;'.
CAUTION
900 PR DIRECT
BURIAL CABLE
SEE NOTE. # I I'
U)
N ST. S. M, H. #I
E. A T 5
T -- Os .— T —
u r�
—
�
, I
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i
- —0—
- - - - ------ — - --- - - -- --h -
°� i -- TYPE _T
ROCK WALL I.E. 277.76 �:�
TYPE iI3 5 MH 20' RAu,(Ty P)
N
N
S70RM SEWER
SANITARY SEWER
MANHOLE
CATCH BASIN
WATER MAIN � VALVE
FIFE HYORANT
ASPHALT PAVEMENT
CONCRETE PAVEMENT
UTILITY POLE
WATER METER
TREE AND SHRUB
GAS MAIN(
TELEPHONE CABLE
PAVEMENT t4�EMOVAL
LEGEND
EXIST
12' S T
all—S
P W —rya--
4-
T77
_n.—
2 & _.
— T -
x}cxx
NEW
ST
B ,S 5
6�-- W ---aa-
HEMLOCK ST. S. E.
BLOC 9-0(
END OF EXISTING
STORM SEWER
EXIST. S.S. M H.
IC- * c
0+00
140C
2+00 3400
8*OG
I WATER SERVICES TO 6"
BACK 01
INSTALL
TEE 6°'
8 x 8 x 6" TAPPING
GATE VALVE
CURB DIVIDING INTO 2 %}'
SERVICES
(I FOR EACH LOT',
2
'TYP
81 OW -OFF
Li
-
i-C CB
I,
I N V 279, 96
STA 3 +20
Y
HYDRANT ASS'BLY
�
Ulu
L X I I. J.J. NI. I7 G
— _ -. . ❑
- —
❑ ❑
_
F'LUfc-6LOCK
ST
TYPE 3 TYPE II-C CB
CONNECT NEW 6"
SIDE SEWER TO EX-
ISTING SAN. SEWER
NOTES
I. ATTENTION 15 DIRECTLI TO THE 9007FAIR DII?ECT E3URIAL CABLE.,
TELEPHONE, BURIED IN HEMLOCK ST. S.E.. CONTRACTOR SHALL
REQUEST EXACT LOCATION FROM TELEPHONE COMPANY ,AND
SHALL EXCIERCISE EXTREME CAUTION TO PREVENT DAMAGE.
ST. S. M. H.'v I --�
Y' _
0
W
A
Mull
6-1-71-
8-5 r
8�
2O'WAD, /TYP.)
STA 3+20
l /
ii
TYPE
A51 MH
1s-J'4 d'
i
TYPE 1-C CE
1 NV 279, 9C
STA 3 +- 20
21st
ST. S. E.
r -r --- r---------
DATE N0. REVISION BY
CITY AUBURN
AUBURN WASHINGTON
LAD. 240
E w
HEMLOCK ST. S. E 8 21st ST. S. E.
°u off.'pFGIsrfs';°'` STREET, WATER a SAN. SEWER
�`�S�ONAff DESIGNED G, A. 0,
DRAWN G A. 0. VERT, I' = 50' 2
3
23 JULY 70
PL
13' (8, ON 2
vAR�
TYPE 'A' —
CURB � GUTTER
PL
CP-
30'
25' ON 21 ST ST SE
17'
16.5
WAWA
FA-VAWAW WA
O �
30'
25' ON 21 ST ST SE
17' 1 13' (8' ON 21 ST ST)
IVISION ST
7.
5'
PL
STA O + 29 TO 1499
EXISTING CURB (DIVISION ST)
STA 1+ 9 9 TO 3 +72
NEW TYPE \A' CURB
I
2" CLASS \B' ASPHALTIC CONCRETE
2" 5/8" MINUS CRUSHED ROCK
E)" PIT RUN GRAVEL (4" ON HEMLOCK $ 21 ST)
DIVISION ST
STA 0415 TO 3+ 3Cb ON HEMLOCK $ STA 0+10 TO 3+24 ON 21 ST
NO SCALE
PI
30'
17'
VARIES
EXISTING STREET
3 0'
17'
SAW CUT ALONG � OF STREE
TO MAKE EVEN TRANSITION 2
BETWEEN EXISTING NEW
PAVEMENT 5,
2% VARIES
01
STA 3+ 3C TO 6+ 00
NO SCALE
'
PIL PL
300-44 - 30' 30'— _ _ --►I
PL
_I
_TY PE �A
CURB � GUTTER
_2°__CLASS 'B' ASPHALTIC CONCRETE
-2" 5/8" _MINUS CRUSHED ROCK
-4"--PIT_ RUN GRAVEL
30'
P,L
VARIES 10,5'-13' VARIES 17'
d
-19,5'
VARIES 17,5' -
18.5� VARIES 11.5'-12.5'No
22' •+ 8'
17
(TYP)
(TY P)
2'CTYP)
SAW CUT
ALONG ¢ OF STREET
TO MAKE
EVEN TRANSITION
5 (TYP
;T
JAR�ES
BE
EXISTING AND NEW
2
VA4 - Rom—
VARIES
o
VARIES I'±
PAVEMENTI
.5
� VpFZ\ES
2%
'
I
0'
o io
ro
EXISTING STREET
°' ° _
to 0 o
I' (TYP)
b . o
. ' o
o
EXISTING CURB GUTTER-5TH NE
EXISTING CURB GUTTER- 5TH NE
I'
NEW TYPE W CURB ` GUTTER-5TH NW
NEW TYPE �A' CURB � GUTTER- 5TH NW
i
2„
1
CLASS B ASPHALTIC
CONCRETE
CURB � GUTTE-R
2"
5/8" MINUS CRUSHED ROCK
2'' GLASS B' ASPHALTIC CONCRETE
" "
25/8MINUS CRUSHED ROCK
6"
PIT RUN GRAVEL
4" PIT RUN GRAVEL
5TH ST NW � NE
NO SCALE
STA 8+00 TO 9+57
NO SCALE
L.I.D. 2409 251
.i .
gFGISTEP�v ,mow CROSS -SECTIONS DETAILS
YONAL 1 �
J CM
JCNI AS SHOWN
23 JULY 70