HomeMy WebLinkAboutS-014206NOTES: 1. THE CONTRACTOR SHALL CALL THE SPECIAL NOTES, MH R02-19
PACIFIC NW BELL CO. CONTROL CENTER,
TEL NO. 5A 5-00701 FOR ASSISTANCE I. THE CONTRACTOR SHALL SUBMIT TO METRO PLANS AND 00)
IN LOCATING UNDERGROUND CABLE, DETAILS FOR CONSTRUCTION METHODS AROUND MH R02-19
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AT LEAST 24 HRS. PRIOR TO EXCAVATION i1, AT LEAST ONE WEEK PRIOR 710 CONSTRUCTION. THE PLANS 4/0 1
IN THIS VICINITY. SHALL BE SUBMITTED THROUGH THE CITY. APPROVAL MUST 37Q' -
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BE OBTAINED BEFORE,. BEGINNING CONSTRUCTION. X I ()
2� ALONG LAKE WASHINGTON BLVD., THE METHODS SHALL NOT SUBJECT THE 4U-S. C P,:5FWF-R U, (\I R/W 0
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CENTERLINE OF SEWER 15 DIMENSIONED 2. CONSTRUCTION Rv�� - + +
FROM THE EASTERLY EDGE OF PAVE- MANHOLE TO UNBALANCED SOIL LOADING F- X. A- — — �—� N P- (r) ::
MINT. .4- — I /-(L R/
3. A OF-WATERING METHOD SHALL BE EMPLOYED B D. ---
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3. THE EXISTING DRAINAGE DITCH SHALL WHICH WILL NOT DISTURB THE EXISTING METRO 0 MIT G, MH x <,- EDGE OF RVM'T 12" CONC. CULV 4 T
BE RESTORED TO ITS ORIGINAL SEWER FOUNDATION. I-
CONDITION. 0 9-0 a ',OR- M-H
0 0.0
NN D-, - DR :4—
4. INSTALL STORM MH A5 DIRECTED BY 0,4c- MAR 0. '5 ;a- —. 0 (mo
s, Ftf-Q . - -5.± s a_ - """"`=-7 — j — r�'7�7 77,7--
E.NGIR. STUB OUT 1211 STORM SEWER PIPE m 1 T 7po
DISTANCE OF 3' FROM MH AND/OR
A MIN. DIS 12"CONC. 16"' EX. DRAINAGE
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CONNECT- TO to ON C. C w _M, PIPE AROU�D�
EXIST. CULV. PIPE AS CULV.
MN 0. BY
MANHOLE DITCH
5. SEE GENERAL NOTE SHEET I OF 12. NNI
-7-0 ts) N fie 07L. STUB . STORM MH
GONG 5TuB 27,
4�37
A STAIO+21%(SEE NOTE 4)
A- 5TA 6+35
3-d- -STA 8,93
No --STUB ?7L.F.
OF
-STA 7+03
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HUD PROJECT NO. H -602-2751
-_L_ ° i
iil 9 DESIGNED DATE MAY 4 1970 FILE NO.—
DRAWN CAECKED SCALE NOTED FIELD 11001--l— 1—w.
Z APPROVED SHEET --2—oF 12 No, REVISION I BY APPIR. DATE
CITY OF RENTON
HILL, INGMAN, CHASE & CO. ENGINEERING DEPARTMENT
SCALE: I " =50' HORIZ. B.M. 377-1-35A EL.44.80'0" L.I.D. 263
IN N.E. COr LANDING ON TOP CONSULTING SEATTLE,
I"= 10' VERT I' ENGINEERS WASHINGTON
STAIRWAY 00'zt S'LY S.F. 66th SANITARY SEWER
ST. ON W. SIDE LK. WASH. BLVD.
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KSUFFE1, & ESSER CO.
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