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HomeMy WebLinkAboutTED4001346.3SNT 2 of Z oavILT5 FOR p,q-TA WATC-FZ PLAN145opD p pFt iZONT AL PR,vAT E R 'c'0 97),r/ - (y ` ,-J o/ n CB��7 AS -BUILT DATE: 2(,A. CBw9 /3-t 2 5 35.00Rr 45, O'RT CONSTRUCTION NOTES: STORM DRAINAGE. 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITI CITY OF RENTON 6. ALL PIPE ;BALL BE PLACED ON STABLE EARTH, OR, IF IN THE OPINION OF STANDARDS AND SPECIFICATIONS AND THE 1981 EDITIOI. OF THE AMERICAN THE ENGIN-2R, THE EXISTING FOUNDATION IS UNSATISFACTORY, [HEN IT PUBLIC WORKS ASSOCIATION (APWA) STANDARD SPECIFICATIONS. SHALL BE EXCAVATED BELOW rRADC AND BACKFILLED TO GRADE WITH CLFAN FREE 2. ALL INLET AND CATCH BASIN FRAMES AND GRATES SHALL, NOT BE ADJUSTED DRAINING GRANULAR MATERIAL LISTED BELOW: UNTIL IMMEDIATELY PRIOR TO FINAL PAVING. SIEVE SIZE PERCENT PASSING 3. ACCURATE VERIFICATION AS TO SIZE, LOCATION AND DEPTH OF EXISTING 2� INCH SQUARE 95-100 UNDERGROUND CONDUITS OR UTILITIES SHALL BE THE INDIVIDUAL CONTRACTORS � INCH SQUARE OPENING 30-60 RESPONSIBILITY. PLAN LOCATIONS ARE APPROXIMATE AND FOR GENERAL U.S. NO. 8 SIEVE 20-50 INFORMATION ONLY. U.S. NO. 30 SIEVE 8-30 4. DOWNSPOUTS AND PARKING DRIVEWAY FACILITIES MUST DIRECT THE STORM U.S. NO. 50 SIEVE 3-12 WATER TO THE DRAINAGE SYSTEM. U.S. NO. 200 SIEVE 0-1.2 S. STORM DRAIN PIPE SHALL BE CONCRETE, RUBBER GASKETED ASTM C14X OR ASTM /• WHERE NEW PAVING MUST MATCH EXISTING PAVING, APPLY TACK COAT FOR PROPER C-7611 OR 16 GAUGE GALVANIZED STEEL OR 14 GAUGE ALIMHELICAL SEALING PER CITY OF RENTON REQUIREMENTS. CORRUGATED METAL PIPE WITH WATERIGHT CONNECTING BANDS. A HEAVIER 8 -THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED �o, • . (, ti'.. 'PLANS GAUGE PIPE MAY BE REQUIRED ON UNDERGROUND RETENTION SYSTEMS. .d.,,,. WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY ALL STEEL PIPE TO 15E GALVANIZED AND TRE_ITM6TIT 1 ASPHALT COATED 09 DEVIATION FROM THE APPROVED PLANS WILL REQUIRE APPROVAL FROM THE CITY HETTIER. 9. OF RENTON DEPARTMENT OF PUBLIC WORKS. ONSITE GRADING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS SET FORTH IN THE SOILS REPORT PREPARED BY GEOLOGICAL SERVICES INC. y : �4. '. — -- FOR THIS PROJECT. c_ .4, �� •`< / /L-/S- .4AOEa .35' ^40/US 7UK/�,VZ> A D R.R. 0. 10. ``,- ALL CONCRETE CATCHBASINS OUTSIDE OF THE PUBLIC RIGHT-OF-WAY MAY BE •a`��'��a,�,. L�MiTED .GCCEZS UL377°$ .� SUBSTITUTED WITH CORRUGATED METAL CATCHBASINS SO LONG AS THEY ARE NOT ' REV NO DATE DESCRIPTION APP By IN A DRIVING SURFACE AND MEET CITY OF RENTON STANDARDS AND SPECIFICATIONS. oer "E'''T JACKSON DEVELOPMENT CO. _ TO�NMNO CMAS'TAN • Ai.. WC. LEGEND PROJECT CYPRESS POINT /�/�' P,aRK/NG &FVilaRMENT GWWI.MNTs H ; Alandico �d C Co�,Pocf 3P,�c,Es STORM M DRAIN PLAN , S LAWsuRVEro�s � F. F. Fn15h Fr oor- E/� DRAWN By J� A p SCALE ( _ 30 SHEET © KENT WAM 6 M W031 8 APPROVED nl g n DATE AP It 1982 J0709 oF ¢ (206) 054-2043 RIM FL=444.03 /Z" I.E.=44Z./3 ti ti �29ss, ^^X1ti. •�� vt Qr_�p V a el 3 /0 A42. 69- P.c . CB �►l3 9.50L T ut o N� p -4 n in .fi 0 CK N ra�"15� Q N o ln , o� /V 8a 04C. w`� A R CB"►/6 53,00 Ab 5t05 1, �'�'8 • T 0 4+33. FF r { t Em RaL 134 03 4--2-103