HomeMy WebLinkAbout80STR260617T
MAY R
STANLEY P. KERSEY
ITY CO IL
RMRT ANMRSON STREET COMMITTEE
RONALD CRAIG VICE CHAIRMAK, STREET COMMITTEE
ALFRED FLECHSIG
LILLIAN KITCHELL
CLARENCE "BUD~ LARSON
JOHN LEA CNAMIMAN, STREET COMMITTEE
ROBERT A. ROEGNER
F PUBLIC
PAT NEVINS
PREPARED BY:
HARSTAD . www S CIAMS INC
f"mmagns ►L"j"m
PHONE= (206) 285-1912
P.O. SOX 9760
1319 DEXTER AVE. NO.
SEATTLE, WA 98109
CONTR T NO. 77~16
STREET IMPROVEMENT NO. 187
WATER SYSTEM
VICINITY MAP
Is PROVEMENT NOw 114
EXISTING
SERVICE
LEGEND
P0dER POLE - TANGENT
sheet
No.
INDEX
Title
POLE ANCHOR
- I
V IC Y MAP,LEGEND AND
SIGNALHEADS
t
VEHICULAR
RM" T
- +►
PEDESTRIAN
2-6
MISCELLANEOUS REMOVALS
VEHICULAR WITH GREEN AP.RnW
MISCELLANEOUS
7
'TYPICAL PICAL. STREET CROSS
TRAFFIC SIGNAL CONTROLLER AND CABINET
SECTIONS
ORI�IIMENTAL LIGHT STANDARD
- -
SIGNAL. STRAIN PULE WITH ARM AND LLMINAIRE
8-17
ROAD AND DRAINAGE
STOP BAR
PLAN AND PROFILE
CURB
LANE MARKER - TRAFFIC BUTTONS
I8" 2
�±
PAVEMENT MARKING
t
LANE DARKER - PAINT
AND T LIGHTING PLMS
PAVEMENT MAP.KING - DIRECTION GF TRO-Fr IC
AM DETA LS
RIGHT-OF-WA1 _INE
_
BUILDING LINE
GV
24 e= 28
Jlti
SIGNALIZATiON PLANS, WRING
SIGN
DIAGRAMS AM DETAU
y
NONUMENT
UTILITIES
29-32
LMDS�IN6 PLANS
GAS LINE
WATER LIKE
SANITARY SEWER LINE
DRAINAGE OR STORM SEWER LINE
TELEPHONE LINE - AERIAL
_. TELEPf+W LINE - EtUPTED
WATER METER BOX
WATER VALVE
FIRE HYDRANT
HANHOLE, SANITARY AND DRAINAGE
CATCH BASIN
INLET
GAS VALVE
POT A8 BUILT -m-
a Nor
-. tL.D VF! wao t
OF32
SO STR - Z604P 5 H- 41
Y
LEGEND
REMOVE EXISTIMM6 ASPHALT PAVEMENT
.,•. REMOVE EXISTI46 CONCRETE PAVEMENT APPROXIMATELY
2q# HIDE• 10 FFAP EACH SIDE OF - EXISTING CENTERLINE
:.. ";r''.'� .':.•:"` OF E. WN STREET.
' REMOVE EXISTING CONI,RE1E SIDEWALK, DRIVEWAYS, ETC.
REMOVE EXISTING CURB 11 GUlTER
REMOVE EXISTING WATER METER AND SERVICE LINE
FROM MAIN. INCLUDING VALVE TO METER IF AhY
•---� REMOVE EXISUNG FIRE HYDMNT (SEE NOTE 7 SHEET 8).
REMVE EXISTING CATCH BASIN OR INLET AND
STORM LINE
O•-- REMOVE EXISTING STORM MANHOLE AND STORM LINE
DkM� A�11
AN ASW ION WAS MADE THAT FwOM
Silks 0+00 TO STA. 15+60 THERE IS.
EXISTING 4" A.C.
AN ASSUMPTION WAS ALSO ML,DE THAT
UNDER THE EXISTING PAVEMENT ABOVE
THERE IS EXISTING 6" CONCRETE.
ALL OF THE ANbVE ASSINTIOIF IARE
MADE FOR QUANTITY MN AS1111M IT ONLY •
r
r
W
I
.-..:. /
N
W _ � W r.
o} _1�i i r� 1
Q EO Jr.1 J r /j iir IfiJ 1_i t _i1 i
•Y� --
Ln
{� WHIZZ.
't •••tom• .,'♦ y •. `�• .'1 , '••` .. • •.• Z I ' R
.•S ••,mil. •�•�•. •.• . • "' :1 �,•� •�•!.••*••.•,•
PAVEMENT TWICKNESS (EXISTING)
FROM SOIL TEST
REVISIONS
DATE
-NOT AS StlILT—
4�' 17,
17,
l v FsslUnA �; a
BY:
077
W
W
CITY OF AUBURN
No. W.I
&ml �q.n
scma , !20.
- evwr�s w . �L•
e+�er• w .�: •.6.:
EAST MAIN STREET IMPROVEMENT
A mmm&= IIIC
• NNSCELLANEOUS REMOVALS «•�
a 32 Z
!/ �..% .ram d ... .e LJ _ 7
dV .7 1 V% - fiwvp vI I goo
'ter'
W
r
—NOT A8 BUILT—
REV NO DRAWN BYI REVISIONS DATE
er:
6
HA MM AMMCI&M WC
room, d1.r1w. • . *jmmo
w
CITY OR AUBURN
v
EAST MAIN STREET IMPROVEMENT
MISCELLANEOUS REMOVALS
80 5TiZ-2(601d 5H-3
xa No. reel!- —
o,►,� •, .77 ..
-m
CH9=0 IT Mf_. R . $ .