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'VISION PLANNING
SURVEYING
RAULICS & DRAINAGE
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324 MAIN BTREET PROOPEOT 0-1171
EDMONDS, WASHINOTON
THE CITY OF EDMONDS PLANNING COMMISSION:
EDMONDS) WASHINGTON
GENTLEMEN:
INVESTIGATIONS & REPORTS
HARBOR DEVELOPMENT
STRUCTURAL DESIGN
APRIL 18: 1960
Jos No. 1559 do
Jos No. 8.56
THE PROPOSED PLAT OF GLASGOW &. ZULXV F ADDITION HAS BEEN EXAMINED BY THE
UNDERSIGNED AS CITY ENGINEERy AND APPROVAL THEREOF IS RECOMMENDED SUBJECT TO THE
FOLLOWING CONDITIONS:
A. STREET IMPROVEMENT ;
PREPARE SUBGRADE OF INTERIOR AND EXTERIOR STREETS TO CROSS-SECTION
AND PROFILE APPROVED BY THE CITY ENGINEER FOR CONFORMITY WITH '.
OVERALL STREET IMPROVEMENT AND DRAINAGE PLAN.
(2) CONSTRUCT CONCRETE CURBS ON BOTH SIDES OF INTERIOR STREET AND ON
THE EASTERLY SIDE OF THE EXTERIOR STREET (8TH AVENUE) BETWEEN
THE NORTHERLY AND SOUTHERLY LIMITS OF THE..PLAT.
(3) PAVE THE INTERIOR STREET WITH ASPHALTIC CONCRETE TWO INCHES THICK sgg'
OVER APPROVED BASE COURSE TO A WIDTH OF 36 FEET PLUS STANDARD h :'
TURN -A -ROUND.
1.
(4) PAVE WITH ASPHALTIC CONCRETE TWO INCHES THICK THAT PORTION OF
THE EXTERIOR STREET (STH AVENUE) LYING BETWEEN THE STREET CENTER ;
LINE AND THE NEW CURB: TOGETHER WITH ADDITIONAL WIDTH ON THE
WESTERLY SIDE OF THE STREET CENTERLINE SUFFICIENT TO PROVIDE 36 FOOT ti
PAVEMENT WIDTH CONNECTING FROM THE INTERIOR STREET TO THE PAVEMENT
OF BROOK14ERE DRIVE IN THE PLAT OF BROOKMERE. iۥ
B. WATER SUPPLY C
(1) CONSTRUCT A 4-INCH CAST IRON MAIN AND ONE FIRE HYDRANT IN THE INTERIOR
STREET: AND A 6-INCH CAST IRON MAIN ON 8TH AVENUE CONNECTING FROM,
THE NEW 4-INCH MAIN -NORTHERLY TO THE EXISTING 6-INCH CAST IRON MAIN 1
IN BROOKMERE DRIVE: TOGETHER WITH NECESSARY VALVES AND FITTINGS AND
APPURTENANCES.
C. DRAINAGE
(1) PROVIDE DRAINAGE FACILITIES IN ACCORDANCE WITH PLAN TO BE APPROVED
BY THE CITY ENGINEER.
D. SANITARY SEWERAGE I
(1) ALL HOUSES IN THE SUBDIVISION TO BE SERVED BY SANITARY SEWERS CON-
STRUCTED UNDER CITY OF EDMONDS SEWER L.I.D. No. 97. f
4AMERY TRULY YOURS: I
ES REID) CITY ENGINEER
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