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1.
STA.
0.4P TO STA.3+70 SAC : V i EXISTING ASPHALT I,* WEST OF 4
AND
CONFORM TO EXITING ASPHAL ".
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FROM 2'LEFT TO 17'RI&r:4T. CON -ORM TO EXISTINGc ASPHALT.
3.
-JTA.O+42,
WRIGHT, MATCH EXISTING CURB 4 GUTTER (ELEV. 56.43).
4.
STA.
1 *000
1d RIGHT, ADJUST TYPE II-C CATCH BASIN, IF NEEDED, (ELEV. 56.07).
5.
STA.
P-*19,
WRIGHT, ADJUST EXISTING SANI :ARY SEWER MANHOLE. IF NEEDED.
6.
STA.
3*65,
15'RIGHTq ADJUST TYPE II-C CATCH BASIN, IF NEEOEDv (ELEV, 55.E 6�.
7.
STA.
3.831
►0'R)GNT, ADJUST EXISTING SANITARY SEWER MANHOLE, IF NEEDED.
e.
STA. 3.70,
CONSTRUCT 30 WIDE GRAVEL STREET SECTION AND CONFORM TO E1(ISTIN(s.
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NOTESs
T�-E C(.I47uP-:-r.4R IO REQUIaLi., TO COMPACT EXISTING BANK RVW
MATE WiAL, PLACE_ NEW BANK RUN AS REQUIREL� TO 3RINd SUE-
GRAGE UFO r_ r✓f_ ��JtRE=G GF/ <,E. C�iNTRf►.CTGP 15 RE�jVIREV TO
PL f-C; CRU_ riEL ;?LCK, ASPHALT, AND CUPS GVT i EF
IF UN�ThL31 E SUII CONVITIVN� ARF UEVELGPED IN W(dAL
pUPING Cr,1`4_ TI�tJ, Ut;_',Tf E�< MATERIAL SHA,L BE REMOVED
P/ � io �r.,'. 7CGiw PNL :=.L, JN1T1I BANK P A4 GRAVEL.
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ASPHALT CONC STREET
GRAVEL STREET
SANITARY SEWER
STORM SEWER
MANHOLE
CATCH BASIN
MOWUME N T
WATER MAIN
DITCH
ASPHALT IZ+ M(i✓� F, RE1'l HC%
LEUNO
EXISTING
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EXIST. 36" S 5
CONFCRM
EXIST. HALF S1 REET ----,,
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ss
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ov
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TYPE A+
CURB E
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i • ` • + o ` e u . eGUT TE ko •
• a . e • e
' L2'CLASS B~ASPHALT CGNCRET
II
CRw"c,I- LV STONE
12" BANK RUN GRAVEL
EXISTING IN PLACE
'PICAL STREET SECTION
DATE w IMEvIS-ON
CITY OF AU N
AUBURN WASHINGTMI
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DRAWN
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$Te Wro MS I"
MAW AND CUM a GUTTER
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i' I - ST11-114� SF1 �11