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HomeMy WebLinkAboutSWP2702959.15ul C� N T N CL of Kesd► 21088 q �G>s �C l S T 7r4� �ti SIDNAL � y/y`�f EXPIRES: 7-12-2004 i��.yBic Qlsborn�, InG CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGMN 98109 (206) 284-0860 SW 7TH STREET 35'-0" fi" I w I6 '— " 28$-0" Z I CONC. TRAVEL LANE SIDEWALK (TYP.) 10' TRENCH CL a a a a a oa o a a o a a o 0 0 a a a a ac, a a lcl I de '` 1' REPLACE EXIST. CONC. Iw $, CURB, AND GUTTER IN 4 KIND TO LIMITS SHOWN ON PLANS �� EXIST. 24 CONC. I STORM PIPE ` (TYP.)' 60" DIAMETER CONCRETE STORM PIPE AND SHOWN AT88 TRENCH SECTION. INVERT DEPTH 11'. SEE "TYPICAL 60" TRENCH SECTION" ON 35$-0" 28'-0" TRAVEL LANE TRENCH NOTES 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 100 . 2. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH AND RESTORATION REQUIREMENTS. 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR SHEET 24 FOR FURTHER INFORMATION ON I I LOCATION OF FRAME ASSEMBLY. TRENCH REQUIREMENTS. w 1 17 I I — CONC. SIDEWALK (TYP.) I .I ,8 SAW CUT LINE %SAW CUT LINE MMI 24$—o„ TRAVEL LANE CONTRACTOR SHALL GRIND AND OVERLAY EXIST. PAVEMENT 2" MIN. WHERE NEW 11' PAVEMENT SHOWN OUTSIDE TRENCH SECTION SAWCUT LINE. SEE RESTORATION TRENCH SHEETS FOR PAVEMENT LIMITS REPLACE EXIST. CONC. J CURB, AND GUTTER IN KIND TO LIMITS SHOWN ON PLANS (TYP.) EXIST. 24" CONC. STORM PIPE 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 10'. SEE "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH REQUIREMENTS. SAW CUT LINE L,t m la w. Ic -• w. REVISION S 7TH STREET 40' —0'$ 34$-0" TRAVEL LANE TRENCH NOTES 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 100 . 2, A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH AND RESTORATION REQUIREMENTS. 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR LOCATION OF FRAME ASSEMBLY. 'I SAW CUT LINE BY I DATE ONE INCH AT FILL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19W HORIZONTAL• NAD 1983/1991 DATUM STATION 17+00 TYPICAL STREET CROSS-SECTION FOR 60" DIAMETER STORM PIPE SCALE: APPROX. 1 "=3' STATION 23+00 TYPICAL STREET CROSS-SECTION �' •!a I Lot to]. . . SCALE: APPROX. 1 "=3' /35 nou-7 f ER cowrmcT01Zs Re.cogo (./c .. CITY OF ML RENTON Planning/Building/Public Works Dept. RECOMMENDED FOR APPROVAL By, /---„-r-- Date'�1. ,G__ By`-1 -- -- - Date,;7 By`---------------- Date, -------- Byl---------------- Datel-------- mmonwaffin S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. TYPICAL STREET CROSS SECTIONS STATIONS 17+00 & 23+00 SibANNE© MAX 0 12006 2/20/04 1-llzq ... 23 _.. 27