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_l "" wM - c 26 RIM =46221 SEE DETAIL SHT. 28
_ G ti 12 "CMP
U G FOUND PUNCH IN E=458.51 (NW)12 „CMP
_ 1 M CS 449.18 GONG IE= 458.41(SW)
BRASS DESK IN
F- G r -' g„
Q R1' � AUREL CONIC MON CASE R1M= 2g(K1E)12 IE= 458.41 (SE)6 "PVC
5` PB /10 "CE 9 "SP 1 E 444 3 �8(C j12.CMp C
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RWB
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I oNE ,Nw I
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SSMH
:F nor oreE wcx
SGtE pCCOROMGtY
.Dewed.. M .n
RIM = 462.95
IE= 454.25(NE)
1E= 454.350)
CB
= 452.75
RIM
=448.85(S)I2'
CMP
' DDG PB
IE
NE
HEDGE
H 14'DIAM
FIELD
AVE
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_l "" wM - c 26 RIM =46221 SEE DETAIL SHT. 28
_ G ti 12 "CMP
U G FOUND PUNCH IN E=458.51 (NW)12 „CMP
_ 1 M CS 449.18 GONG IE= 458.41(SW)
BRASS DESK IN
F- G r -' g„
Q R1' � AUREL CONIC MON CASE R1M= 2g(K1E)12 IE= 458.41 (SE)6 "PVC
5` PB /10 "CE 9 "SP 1 E 444 3 �8(C j12.CMp C
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To]
FOUND PUNCH IN
BRASS DISK IN
CONIC MON /CASE
CS
RIM = 464 -49
IE= 459.69(S)12 "CMP
IS= 459 69(N)12 "CMP
CB
RIM = 463.97
IE= 461,47(S)8 "CMP
SDMH
RIM = 464.21
/- IE= 459.71(E)12 "CONC
IE = 459.81(N W)12 "CONC
IE= 461,21(N)8 °CMP
16-
wM
R NE 20TH ST AUREL
W: v
RS VJM
Pg
B 2�
D4,�OC
PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING
EXISTING GRADE. PLACE NEW 2" THICK
ASPHALT OVERLAY
NOTE: CONTRACTOR IS RESPONSIBLE FOR
ADJUSTING ALL MANHOLE LIDS, CATCH
BASIN FRAMES AND GRATES, AND
UTILITY VALVE BOXES TO FINISH GRADE.
FOUND PUNCH IN CB
BRASS DISK IN RIM =446.57
GONG MON /CASE (.03 S OF CALC LINE) IE= 443.57(S)8 °CMP
IE= 444.37(N)8 °PVC
£ W\Y._
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TIR�
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
SCALE
20 0 20 40
{ FEET )
I INCH = 20 FT
SSMH
RIM = 464.16
IE= 455.96(E)
[E=456 16(W)
NO.
REVISION
SSMH 1
RIM= 457.05
IE= 446.35(W) J/
IE= 446.15(SW)
IE= 446.25(SE)
UTILITY DITCH IE= 446.25(E)
(PWR, PHONE,
CATV, GAS) CB
RIM = 456.27
IE= 453.17(E)12 "CMP
IE= 453.77(SW)6 "PVC
BY DATE APPR
L- - I
LLJ I
CYCad
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SGtE pCCOROMGtY
.Dewed.. M .n
_ SSMH
RIM = 449.62
IE= 439.62(E)
IE= 439.72(W)
SDMH
RIM= 455.26
IE= 450.96(S)12 "CONC
IE= 450.86(E)12 "CONC
CB
RIM= 455.69
IE= 451.69(N)12 "CMP
IE= 451.89(S)12 "CMP
IE= 451.89(W)8 "CMP
IE= 451.99(E)6 "PVC
NORMO rC NN A '89dd CITY O E
1
RENTON
DATUM
Planning/Building/Public Works Dept.
eC
SDMH UTILITY DITCH
RtM= 446.95 r(PWR, PHONE,
IE =442.55(W)12 "CONC 1 CATV, GAS)
IE= 442.35(E)12 "CONC
IE= (N TO CB)
wM
v 4
� 1
CB
RIM= 446.54
IE= 433.54(W)12 "CMP UTILITY DITCH
IE= 433.54(E)12 °CMP (PWR, PHONE,
CB PROTECTION (TYP) CATV, GAS)
SEE DETAIL SHT, 28
STONE GATE LIFT STATION CONVEYANCE
IMPROVEMENTS
SCHEDULE A
ROAD RESTORATION
FIELD AVE NE / NE 20TH ST
L2 113 J- 5°r/3I6
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