Loading...
HomeMy WebLinkAboutWWP2703473.243 z Q 0 0 0 LO cn 0 0 Ln N 00 Z w 0 0 0 0 0 0 0 0 w Q z w N 370 360 350 340 330 a FAR co Z NT/NUq Teo ♦ N SEE SHT i •10 SD / • C NE - -5 I ' C'-" w I'll rn 00U C� ti o r' co , i SSMH RIM=360.50 � IE CTR=341.74 CB TYPE II RIM355.99 IE345.69(NW)24"ADS CB TYPE II i 1 IE=345.79(SW)24"ADS RIM=357.98 � IE=352.49(NE)12"ADS IE=344.78(NW,SE)24"ADS DONS P�� IE=353.08(NE)12"ADS - - — IE=353.68(NW)6"PVC STA. 13+32,7'LT SSMH 1-8" 11.25' BEND (MJ)'- RIM=356.905-00 -- IE CTR=343.53 - - _ _ -%y ISO - - ��.,` 12pVC C9AW 0 M .; II��-•� 13+00 FOUND PUNCH IN BRASS DISK IN CONC MON/CASE STA. 39+86, 16.2'LT (NE 22ND CT)= STA. 11+71.5 (CL LYONS AVE NE) 1-8" 45' BEND SCALE ROTFIHI20 0 20 40 soon --- moss--A�-- Roth Hill, LLC Tel 425.869.9448 www.rothhill.com ( FEET ) 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT 503.5 LF --- two SSMH RIM=356.36 IE CTR=342.99 CB RIM=356.13 IE=353.03(SW)12"ADS FOUND PUNCH IN BRASS DISK IN CONC MON/CASE NOTE: FORCE MAIN SHALL BE INSTALLED AT POSITIVE SLOPE. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. FOUND PUNCH IN BRASS DISK IN CONC MON/CASE SDMH RIM=360.39 IE=343.89(N,SE)24"ADS IE=354.79(W)12"ADS C' Cn —SD- lii -s�- + L00 - -:» CO - U) vv --- --- ---- -- ---- _----= J --- U ~ SSMH Q RIM=360.20 IE CTR=341.45 FOUND PUNCH IN BRASS DISK IN CONC MON /CASE REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION S WALIG 60 38087 �SSIONAL E�� FOR CONSTRUCTION RECORDS ONLY 370 360 350 340 330 (16- 5- q?31 I