HomeMy WebLinkAbout1600.18�— 36" WATER- MERCER ISLAND PIPELINE
—12"STORM LINE-
-
�— 8" WATER (ST)
12" WATER
P.C. 38 +9620
T.C. = 416.56'
CURB RETURN DATA
Z'-� = 8800431"
R = 20.00'
T = 19.34'
L = 30.74'
e5 P.T. 3 9 + 16�O R t. 4 2.5'
T.C. = 416.63'
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°� e ��e P.T. 40+4170Lt.41.5' a W oo T.C. = 418.44'F`e
�e\oo e�°Go Q'°��� T. C . = 4 18.4 2' - -�� tip.` V,' Q� .
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�� ����' CURB RETURN DATA 9 0+50W CURB RETURN DATAo ,o ,o ox �xGO.
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INSTALL 2' x 3'x 2" POLYURETHANE „�4� �0 x.,�`° �.� Ox
,l� 0� X �0 = 9200053 418,55 p = 87°5907
FOAM PAD BETWEEN SAN. SEWER x x x x O O R= 20.00' I R= 20.00
& 36" WATER LINE ���' ��' ^�O "��' �` ��J T = 20.72' T = 19.31'
L = 32. 12 I L = 30.71
P.T. 39+ 7220
T.C.=417.59`
CURB RETURN DATA
L = 91055'29"
R = 20.00'
T = 20.68
L = 32.09'
P.C. 39+5220 Rt.41.2' G"\
T. C . = 4 16.62 �°\ �,o
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REMOVE EXISTING CURBING
& SIDEWALK TO STA. i +00 E
GUNS I HUG I GtM. LUNG. GUHb d GU I I tH
SEE SHT. 5 FOR SAN. SEWER PROFILE
P.T. 40+9370
T.C. = 419.25'
N. 0 ° 25' 0 3" W.
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CITY OF RENTON
ENGINEERING DEPARTMENT
STREET IMPROVEMENTS
UNION AVE. N.E.
N.E. 4th ST. to SUNSET BLVD. N.E.
OIETBRICH-POST COMPAMY D J0 M (12- )
REVISED GRADES
REVISION
DESIGNED Ron E.Jensen DATE 4-IS-71 FILE NO. _5-1-9
DRAWN fR,E.J.
n I
CHECKED SCALE I = 10 FIELD sonic PAGE
APPROVED �� ¢ a✓%%,%[ SHEET I2 OF 11
A55'r. CITY.trmrlmEER