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MA TCH EX EL= 451.50
BEGIN NEW 20'
ASPHAL T DRIVEWA Y
AT DRIVEWAY CUT
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EX MON IN CA SE
X- W 1/4 CORNER SEC 3-23- 5
NE 19 TH STREET
S87e44'14 "E (PLAT)
"AS —BUILT" NOTE:
"AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
20' PRI VA TE INGRESS &
EGRESS OVER LOT 1
26' PRI VA TE STREET WITH
20' PAVED SECTION,
DETAIL .SHEET F.
26' CITY OF REN TON
& SAN. SEWER EAS'T.
CAPPED END
1E-445.38-8"LCPE
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SEE PROF/LE NEXT SHEET
NO TE:
ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON
STREET OVERLAY AND TRENCH RESTORATION DETAILS
NR70.17'AG"w 7, z 0-79
lE= 0 4,5tf. 44-12
W I IE=§ 438.69-8„
„-4,. ? ( 1E=435.10 435.04-36"
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NE 20TH STREET
S87'3511 „E
383.10'
EXPIRES 6/22j07
AREA INLET 18" DIA
RIM= 439.60
It -439. 00'- 4 "
35LF LCPE�
ADDED FEB
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RIM= A 7� 438.00 /
IE=B 435.48-12"
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27LF 12 "LCPE 6 ��
S-1.009
REPLACE C&G
& PATCH PER
C.O.R. DETAIy
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REC�IMENDED
FOR/ APPROVAL
BY DATE
BY DATE
BY DATE
BY DATE
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At: V - 3241 � CANINE® OCT 2 7 2006