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HomeMy WebLinkAboutR-382006-5,Z' 1, i-' 17 ' SE 114� S W 14 SEC. OS T. 23 N./ R.OS E. W.M._ - ry DING COUNTY, WASH17VGTON �x o- �5 { z ) EX FA V r� - x oil iJy _ z c !' -, ,. T'.' -at r e err•-• yr, k - - i V'."A av C C S B ,r , y v4 u ,y _ /V L 14 :{ • frr '_ Ili _ I—,1 7 z —V `A Y .i .- 6' . �PL--'.. .,.__ N `L r� SCALE. V 20 o} y. 44, , t -' n 20 10 0 20 40 SOIL NAIL WALL (DESIGNED BY OTHERS) CIL OF R/W CIL OF RD r 4.5' OF R. 0• w ocurT/0 TO rHr N Cl --_806 Sr SSMH 54" — SS12 RIM=40.70' LE. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' UTIMIYCONFLICT NOTE. - CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. ARCHITECTS PLANS , �5 { z ) CIL OF R/W CIL OF RD r 4.5' OF R. 0• w ocurT/0 TO rHr N Cl --_806 Sr SSMH 54" — SS12 RIM=40.70' LE. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' UTIMIYCONFLICT NOTE. - CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. P/L 8' 8' PLANTER SIDEWALK 3, i .ki \1/ I - llaa BLOCK WALL (2' HIGH) 2:1 MAX. DRAIN 4:1 MAX. -� SLOPE (SEE PLUMBING PLAN SLOPELj FOR PIPE DETAIL) 4" PVC DRAIN PIPE a % 1 % i— 4" THICK CONCRETE PATIO BLOCK WALL (1.5' HIGH) 1 SECTIONA A 3 NOT TO SCALE .. ,moi: '�'. ., •` ..': �, '�"�— , ARCHITECTS PLANS , �5 359 V r� r iJy r e P/L 8' 8' PLANTER SIDEWALK 3, i .ki \1/ I - llaa BLOCK WALL (2' HIGH) 2:1 MAX. DRAIN 4:1 MAX. -� SLOPE (SEE PLUMBING PLAN SLOPELj FOR PIPE DETAIL) 4" PVC DRAIN PIPE a % 1 % i— 4" THICK CONCRETE PATIO BLOCK WALL (1.5' HIGH) 1 SECTIONA A 3 NOT TO SCALE .. ,moi: '�'. ., •` ..': �, '�"�— ,