HomeMy WebLinkAbout71STR2577STA. 0+42 TO STA.3+705 SAWCUT EXISTING ASPHALT 2" WEST OF 'L
AND CONFORM TO EXISTING ASPHALT.
STA.O�-42FROM ?-'LEFT TO 17.HlCrHT, CONFORM TO EXISTING ASPHALT.
,
RIGHTMATCH
GUTTER ,5TA.042, 17 DED(ELEV. 56.07).
STA. I+605 15"RIGHT, ADUSTTYPEII-C CATCHf3A5 N, IF NEE
IF NEEDED.
STA. zt19, 10 RIGHT, ADJUST EXISTING SANITARY SEWER MANHOLE,
STA. 3+657 15- RIGHT, ADJUST TYPE II'C CATCH
NITARY SEWER MANHO�EE IFVNEEDED,,
STA. 3+83, 10"RICLHT, ADJUST L.XISTING SANITARY
STA. 3+70, CONSTRUCT 30'WIDE GRAVEL STREET SECTION AND CONFORM TO EXISTING.
NOTES -
THE CONTRACTOR IS REQUIRED TO COMPACT EXISTING BANK RUN
MATERIAL, PLACE NEW 13ANK RUN AS REQUIRED TO 5f?IN6 SUB-
GRADE UP TO REQUIRED GRADE. CONTRACTOR 15 REQUIRED TO
} PLACE CRUSHED ROCK, A5PHALT, AND CURB GUTTER.
IF UNSTABLE SOIL CONDITION5 AE DEVELOPED IN UN TAB RE MATERIAL SHALL O BE REMOVED
AD 13ED
DURING CONSTRUCTION,
BY THE CONTRACTOR AND 13ACKFILLED WITH SSANK RUN GRAVEL.
3. STC,RM SEWER LINE 15 INSTALLED AT VERY SHALLOW DEPTH. CONTRACTOR SHALL
EXERCISE EXTREME CARE DURING CONSTRUCTION SO A5 WOT TO DAMAUE PIPE.
STORM SYSTEM HAS BEEN AIR TESTED SATI5FACTORILY AND WILL BE RETESTED
I FTER CONSTRUCTION TO
O CHECK FOR ANY DAM GE.
�N
"E" ST. N. E. LEGEND
EX15TING N EW
ASPHALT CONC. STREET
GRAVEL STREET o 'O" °•' '�" 'o.
SANITARY SEWER 8SS--
STORM SEWER 18ST
MANHOLE �—
CATCH BASIN �—
MONUMENT 8, w
WATER MAIN
DITCH D D
ASPHALT REMOVE REPLACE
CONFORM
EXIST. HALF STREET -\
Q Soq
c u Of o CUTTER t
o °_ o ,
1 i
i
ZCLA55 "68 ASPHALT CONCRET
j I
z' S/g"(-) CRU51AED STONE
3 iV
12Z' BANK RUN GRAVEL
EXISTING. IN PLACE
TYPICAL STREET SECTION
FATE NG. REV;SiOh� BY
CITY OF AUBURN
AUBURN WASHINGTON
ST. IMP. No 138
"Eto ST. N. E. BETWEEN 22nd 8c 23rd
PAVING AND CURB_ a GUTTER
DESIGNED p:,n,��c
DRAWN G. A. 0. narr ;,;A, - 2 r1
-- --- j,.
C HECK'_ �� -��"^--
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