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MATCH EXISTING PAVEMENT 6v'!TM Sig OF NEW A5PRALT
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ALL TRAFFIC 5TR/P/NG DONE BY C/Ty OF AURURN.
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VARIES
iVARtESSSt 5` 1Z%F VARIE5 /-MW /7* 70 Zfo _VARIES FROM /7' 70 2Co�
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TYPE A"'CUR$ GUTTMR
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I, IF EX/STING PIT RUN IS SUI-PaLE,
AD&170NAL. it to OF fib" M ANZ
CRUSHED SRW4C SHOULD BE
A0DZD AS ZV RECTED BY THE
CITY ENGINEER.
g. PIAA IrING TO BE DONE BY
C/rY OF AUSURN.
3. ALL wbRX m or /N
AiX0Ra4hCE W"W ME
STANDARD SPECIE/CAr/OIVS
4F7HE CITY OF AMMARN
RlSMOV E EX I STI N/G PAVEMEW AND REPAVE W rrH
S" CLASS 5 ASPHALT CONCRETE PAVEMENT_
RZVONE EXISTING PAVEMENT AND REPAVE WITH
P" CLA55 8 ASP//ALT CONCRETE IGAVE=NfE/i r.
EX 1ST/NG ELEVAT/Q/VS.
,OWOPOSEO EL EVATIOWS .
REMOVE EX/577NG CONCRETE' S/DEWW A00' AND
REPAVE W/ TX/ a" CLASS B ASPHALT CONCRETE"
�41VEMENT.
ASPHALT 2'
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2.
3.
4.
5.
6.
7,
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9•
10.
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APPROX I MATE QUANTITIES
PAVEMENT REMOVAL ro
as 5q. YD.
1DEWALX RE14OVA[_
99 SQ. YD_
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CLA55 B ASPHALT C00KRETE
PAVEMENT
95 TON
4" aACRETE SIDEWALK
/05 39_ra
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50 59. YD.
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ADJUST KAISTING AtH. AND
INSTALL. NEW ARAM£ f GRATE
I EACH
TYPE I -C CATCH BASIN
I EACH
8 � � CONCRETE P/PE
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REMOVE EA/STIA16, CURB
AND Cv&77LrR
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IYSTALL NEW CURS AND
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MET F W P j. .
�c•:� lFw.P toa-t 5/2/69