HomeMy WebLinkAbout1600.16P.C. 21 +7844
T.C.= 412.36'
3611 WATER MERCER ISLAND PIPELINE
15" STORM LINE (CONC)
P.T. 21 + 9844Lt. 40.97
CURB RETURN DATA
n = 910 33' 21
R = 20.00'
T = 20.55'
1 — Z 1 A C'
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\ MATCH EX. PAVEMENT /
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SAW CUT—
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P.C. 22 +3444Lt. 43.03rl�, ,Lx x �o
CURB RETURN DATA
n = 880 26' 3911
R = 20.00'
T = 19.46'
I - 7n 07'
P.T. 22+5444
T.C. = 411.63'
CONSTRUCT CEM. CONC. SIDEWALK 5' WIDE
CONSTRUCT CEM. CONC. CURB a GUTTER
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21+50 22+00 22+1523 \ 22+50 23+00
r110 AI' a19 9-A1 'a19 ins 411 Fig' 410.78'
811 WATER (ST) — -
21 +71 Rt. 191
INSTALL 1211 WATER MAIN (SEE SHTS ) End Ex. 1211Water
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CONSTRUCT GEM. CONC, CURB & GUTTER i j
CONSTRUCT CEM. CONC. SIDEWALK 5' WIDE
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REVISION
BY ! APPR. 1 DATE
Os 2s 50
INTERSECTION DETAILS
N.E. 7th ST. a UNION AVE. NE
CITY OF RENTON
ENGINEERING DEPARTMENT
STREET IMPROVEMENTS
UNION AVE. N.E.
N.E. 4th ST. to SUNSET BLVD. N.E.
DESIGNED R.E.JENSEN DATE 4-f5-7/ FILE NO.
DRAWN R. E . J. 1
SCALE I - 10FIELD BOOK PAGE. —
CHECKED
APPROVED �� ��' '� SHEET-1 0 OF 15
DIETCRIGM•PDST COMPANY 300 I000M (12.49)
Assr.