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SITE BENCHMARK <br /> DATUM = NAVD 88 <br /> PER CITY OF ANACORTES <br /> SDMH RIM = 33.63' MONUMENT IN CASE <br /> 8" CONC (5) = 29.83' SDMH RIM = 24.70' ELEVATION = 24.57' <br /> 24" CONC (E) = 25.63' <br /> 24" CONC (W) = 25.73' 24" CONC (W) = 11.00' <br /> SSMH RIM = 35.46' 24" CONC (5 = 8.70' <br /> N) = 8.60' <br /> CTR CHANNEL = 26.5' CATCH BASIN RIM = 36.96' 24" CONC 24" CONC (E) = 8.20' <br /> 8" CONC (N) = 33.36' p <br /> �v) <br /> ------- — ,� 28TH STREET <br /> —^—'— — ® STORM OUT —> <br /> W w `) w w 4. <br /> w ��_-11 (1, —— Aso— s — — —...7___—r —— s� <br /> C TC BASIN !M = 39.48' D4 w W W w w ti TWT_ W <br /> Rr I a SSMH RIM = 24.15' <br /> W ►.41 I 4 �� 18" IN FROM W = 20.35' <br /> r 24" IN FROM S = 19.75' <br /> CURB CUT — y i 24" OUT TO N = 19.55' <br /> i <br /> SET NAIL AND WASHER7 I = <br /> w w w 1 I CB RIM 24.72' <br /> IN CONCRETE `O w -' 6 w� w w La <br /> ` 8" CONC (N) = 21.92' <br /> nw <br /> 4zt Li <br /> N r �D N43 Nco N� ko ti a7 <br /> L <br /> 1\.\ \ . <br /> I <br /> z • <br /> u <br /> 1\ a <br /> a <br /> 1041 MJB PROPERTIES I • • <br /> 4 \ PARCEL NOS 131159 l <br /> 9046..ST.FT.± , ,,,,, pill, <br /> 44 <br /> iii< \) <br /> / I <br /> f \ <br /> rn ‘CLi co m $ w w <br /> LL_ w <br /> tU <br /> � asN <br /> k ✓ f) M ico 4 N Rt1 1{ <br /> z <br /> z I <br /> u I <br /> SDMH RIM = 26.71' <br /> L <br /> I 24" CONC (N) = 16.31' <br /> ) . <br /> o- 24" CONC (S) = 16.71' <br /> 1 €, 8" CONC (W) = 18.41' <br /> , 1 <br /> , . <br /> _....___ _______ <br /> 7' CHAIN LINK FENCE - .-----_. A I <br /> N CB RIM = 26.06' <br /> O O 8" CONC (E) = 23.06' <br /> `D4 8" CONC (E) = 23.26' <br /> VP 1% <br /> 6 8" INV. = 24.52' I <br /> NO <br /> LEGEND <br /> ® FOUND MONUMENT I <br /> O SET 5/8"X 24"REBAR WITH 2"ALUMINUM CAP"PLSIt42666" <br /> O FOUND REBAR AND CAP"1IV 9636" <br /> Z CENTERLINEoll,,,„,,„„,a,....,_v_r,_r <br /> ti LUMINAIRElir k-- <br /> \ <br /> ❑ CATCH BASIN `� <br /> STORM DRAIN MANHOLEI ill/ em 4wor ,m,v 44 <br /> O SANITARY SEWER MANHOLE M ffie=tial 9Dp �� <br /> 0 15 30 45 60 4 W '48 19 <br /> - FIRE HYDRANT ' .• og III•••. y f TOPOGRAPHIC SURVEY IN: <br /> v:•w • <br /> - UTILITY POLE Z 17.7 'A% 4 _ <br /> >— STORM DRAIN LINE • <br /> �0.? `� .x ("7/ <br /> SE 1/4 OF SW 1/4 SEC 19 TWP 35N R 02 E, W.M. <br /> • <br /> SCHEMMER JOHNSTON <br /> P POWER VAULT / ,�'. s. ' ` FOR: <br /> ENGINEERING <br /> s1R '' `\ t-'LLC M18 PROPERTIES <br /> civil •structural • planning • ourveylnp <br /> ON, ,i:Ai4D 912510TH AVE S.,SEATTLE, WA 98109 JOB tf:13-006 <br /> / 3014 Comm:mint Ave.Suite C,Anaoortes.WA 98221 <br /> aMos-a60 293.9006(360?33 4051.v:300.333.3280 START DATE:02-25-2013 SCALE:1"=30'tt1"""`‘,"„"�/////,//�,///�//tt1 <br /> LAST REVISION DATE:03-21-2013 SHEET 1 OF 1 <br />