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HomeMy WebLinkAboutR-382029C) N 00 C`7 O r) Lu I ,B TYPES576 ° °"" 14, SW 1/4, SEC. 05, T. 23 N., RWE.p W.M. I SD� 6°PNC NE=53.91 / I 50 BP•C5=50.17 ) IMVG COUNTY, WASHVGTON 12"CPEP E=52.31 / f �Y 50 121CPEP N=52.29 IE 15' CPEP=3955I 15- PEP(Ol? N=49.59 ...11Y 15(01?)W=49..79/ •ill.'`` so X I 3{ v S „A 315\) 3141 B-TYPEI ///I /(II j151 ' 1 / SEVAULT ACCESS / 6IMPIC Sw IE=59.69 V o / I I 131y' LhjS ' w � yyY l =160.7/// RIM 5429E 2 48 I NI a I 81�PM N� 6" PVC N LE.=59.93 / \_- -- IN, / 8" PVL NW I.E=51.76 ' $ I I I I N N1IE. \, 60 PVC SW I E.=5184 3 RI, 30' a, /Wt VAULT ACCESS 6' PVC HE 1E-51.89 -�- RIM 54.23 50 CIEANOOT 50 6' PVC E. LE -52.90 B° PVC 5 LE=51.38 RIM 61.45 i I I I 1 (/ / / I 1 _ _ \ 1 / WEIR E LE=51.33 UNABLE TO OPEN I I III / \ \ �� / !y BOTTOM OF VAULT=46.19 // ,14 SCALE: 1" = 20' kM 9DE ER I - HYPE 1 1 m 1 A V A 1 20 10 0 20 40 s° PL LE 5.79 R / \ \ \ \ _ . tf \ RM 54.63 \saw LIED \ /m n 1 \ \ \ \ / 6" PIC sw, NE\LE.=sl.z3 \ m \ \ \ \ \ I I III � / \\---- 130= -___ L \ 1 \ \ \ \ \ \ dddd CONC STORM STRUCTURE WITH GRATE S 0 SS 4 ; n M F. D IN, / , \ \ - RIM 28.5 ( K) TO 26.8 RIM=51,35 IE 24" ICP' W-2580 CONC HEADWALL LE. 8" PVC S-45.554 \� IN, ASO\ �IE 24'1 CUP E-2564 V $ a / \ � D � wSD 120 -� IE 24" CONC=3004 IE 24"CMP W-283 I3\\ PCHr LE W/ G- / \\f \\ \ IN, nD 3 WUND (/1" REPAIR & CA� \ IN, IN, \ \ \ I aN s�AN41519635° \ \\ \ \ \\\ --\\ _ 1°p \\� FOUND 4'.Y4' ^ \ \ up ION II \ \ \ \ IS' PUGET POWER EVEN \ \ \ \ _ - \ 90 / \1 ADDED NOV. SSMH 54" - ssy3 BURIED} 3 F I \ REC N0. 8 4 032 6 0623 \ IRE. 8" PVC N.=44.6 LE. 8' PVD 5-44.5 \ / 1 OVER 40Z SLOPE AREAS 50' T n w \ \ \ \ / / SOL LOG \ \ \ _ 50 T%�j \ `FOUND 1/2"RENR&f /saL L I 16698° EQUIPMMITANDPROCEDURB BASIS OF BEARING60': / N 18'14'33� W BETWEEN FOUND MONUMENTS ALONG LAKE DEED REC. NG 1035005 I \ \ \ I I I I I I I WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY UOT) 12/29/1915 vv v vV vv I I AI I I I I / I \ \ A5\ a \/saL Lol."'I \ \ I I I I 14 " 3 I CITY OF C1TP0 FNBM 1217Z 3.5- RFeV7ONBM BRASS asK AT I 3 I \\ \ \ \\\\311. 513.x\ \\ / /ti /PIN OF R/W 0' X R \ \ \ / - \ I 1,0,5 IN, \ / (2 III R/RCCROSSING ATOM ENTRANCE °F COULON PARK GE AT R=1844.70' \ \ \ I OF \I \ \ ELEV. 3J.z5 I I 0 063845 F 3 \ _ \ i 235 \ \ , I I 5 UNE' N \\ \\ \\ \\ \ g BN INVENT ELEVATION OF N. 8- PVC PIPE IN SSMH 12 \ \ \ \ \ \ (ASPI PT / 1102) ACCORDING TO AS -BOLT DRAWING I /IN, \\ \ \\ le -c ll \ \ \ \ 15-322206.UNITED s/2/D6.aIf I.E. = 34.27 HORIZONdN ASSUMED DATUM: \ I assuMED I I G I \ \ \ 5q 75 / , /// 1 \ \ \\ .\ VERnaL DATUM: \SwL LOU \\ 15"C IT 3 / /// ! 1 \ \\ \ IBM 88 N5T /_� /� / \ \ \ (� SIDE sEwER \ s" -a I 1 \ CTTYOFRENTON I 6'0 PL I.E.=j LB _ \ I ^ i \\ \\ -_ _-./ II T'Y� \ - - `I a AFf80VBDBY & DAT O A M �7 _-�/ // II AFMVPDBY• DA78: p I Lj� IN, --�NKLl \ \\ \-16N APPROVBDBN DA7R le \ \ \ f 10 l \\ - � Cyt \\ R-382029 1 \\ \\ \- d -M _YI \ IN, 11 rA l /$ \ SSMH 54° - 55 2 u / / \I Im I RIM-4DJ0' \ 1 L \ \ !8° -CT M FOUND 1/2 RE6AR &CAP STAMPED/ \ \ \ AS BUILT IE B'PVC N=.7421 I 154001616898" \\ °o -i INSIGHT ENGINEERING CO. IF 8' PVC S,=34.17 ' 04' NW x 0.2' W \ P.O. BOX - 1478 • I v v 1 I �/ (425)303-9363 (425)303-93606 25) 303 9362 FAX ENCROACHMENT 3 w I INFO@INSIGHTENGINEERBVG.NET o REMOVAL AGREEMENT SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N CUY P \ I II 2 2ND BUILDING REVIEW BRK OB -19-1015 RENTDN, WA 980.56 Know what's 1 Hi POLE 1 1 BUILDING PERMIT SUBMITEAI SRK 04-126-2015 I \ \ I CBII bePore myou you dig. I � \p 1 \\ I REV. NO. DESCRIPTION INrruLs DArt TAX ACCOUNT NO.'S: J344500007 PERMITNO: U15002518 CUIILlT1�ONFL(CTNOTE. I / M FIR j L \P \\ y R. SE I/4• SW114,SEC.05•T.23N..RASE W.AS RIE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TUE LOC.AnON, y ( \ \\ \ 0Of W'AsyVti f IMACYRENTON DIMENSION, ANO DEPTH OF ALL ERSTNG UTUNES NETHER SHOW ON THESE I I 3 I / \ \ \ CFe volt��.y PLANS OR NOT, BY POTHOLING RIE GNOMES AND SURL'EVNG RIE HORIZONTAL 4 \ \ 117 x OWG FILENAME DESIGNED BY: DATE: I SCALE: JOB NO: AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL 33 INCLUDE CALLING UTILITY LaA1E 0 i-800-424-5555 POTHOLING ALL OF THE p\ �, Q #1 R(154470' \ m 1.7062.7-AB.OWG JRC 11-04-2013 1"=20' 13-(23 EYGNM UTILITIES AT LOCATIONS OF NEW MUTY CROSSINGS TO PHYSICALLY / yl \ \ \ 764 SHOWN ON THESE PLANE ARE BASED VEH� WHEMER ON NOT CONFLICTS EXIST IPON LTTE UNMERITED PUBOCATIONS OF SM ICUTILITIES AS ' 4 Q �e6'09.U• u \\ \\ ES&p�� p��$� SHEET INFORM4ION AND ARE SUBJECT TO NARAN N4. IF CONFLICTS SHOULD OCCUR, ' I L=166:3' \ E11' ST1N(j PEAT[%1ZPw5' Lyf]Q RIE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO / 1 \ \ C1.2 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH COMMUCIION 12-15-2017