Laserfiche WebLink
NE SEC 7, TWP ZS?N, RGE 5E, W.M. <br /> BLUELINE <br /> MCENTRALWAYSUTM , <br /> KIRIQND,WA�1..425.21GANI P.4?bMG./�R <br /> N WKW THMUELINEQROUP. <br /> SCALE <br /> ASNORV <br /> PROJECT MANAGER: <br /> SCALE: 1" 40 atws-I at PE <br /> 0 10 40 so PROJECT ENGINEER: <br /> JOIN XVV*VIX PE <br /> MATCHLINE - SEE SHEET EW-02 DESIGNER:"m COOPER <br /> 29+59.91, _,V+0aO18,711';LT 36.43' -W t\ijj_0' S 2615745 <br /> 1-FIRE HWRANr ASSEMBLY <br /> '00'w T PROPOSED BUILDING 1 L774_ff�._6 RT <br /> M CITY SM PLAN 507 PER CITY STU PLAN 57 ff".L <br /> Z34,456 EF <br /> 61,00' 1 FF-Z0.00 W/CoNc BLOOWMNG <br /> 6.79'L7 19�8'RDPE vo <br /> I-AR-VACASSEMaLY J14*RT <br /> "14 <br /> PER COE S7D D7L 512 t0w; <br /> BEND. <br /> FL <br /> 28'-1'7)PE 7r COPFER W/Comc socava, <br /> S72 J.,- ,-. u. <br /> 225'RA <br /> N 2135'00'1 7ER Bm <br /> 2d6'-8'HDFE ..... <br /> 79.00' ssMH T <br /> 15+ J., <br /> fill 1111fUlf"11-1 RIM I <br /> 29.00' N <br /> N 6.98� <br /> IE 6.88 Oul IK <br /> 51.00, <br /> 60=r S. <br /> T 34+92.8 7356'R <br /> 15 LF 6'CLSZ Of 5 L I a <br /> HYDRANT <br /> AM., 42 AM I-FW NIVAAASPOOL 225'RADIUS <br /> c. <br /> 7FR MAIN SEND <br /> PER CITY STV 2=507 I <br /> ��OO .+4------ '.: ." <br /> gig <br /> jl_�Oo <br /> N JI*53 O"W J5+00 DRIVE A 36+00 <br /> 3500, , ,-,�\ \ I" z I I * ' I <br /> -ARc)N5Fe az u c2y <br /> �41 I-E <br /> OPE <br /> ----------------- <br /> 9+6z46.9428 RT <br /> N 01*04'00'E 7ER�CWW"EC > <br /> 66.00, 03 <br /> 11, , <br /> _�Zz------------- —----- <br /> ------------- I in <br /> - <br /> :T <br /> Jf: <br /> ----------- <br /> Q <br /> N.52' <br /> 42.00' <br /> S 7558'00 w 4. <br /> 29,00' N 602100-w <br /> 0 iwoo�E <br /> 4'59'00'E -j <br /> JO.uu <br /> j <br /> N 4431001 w <br /> : <br /> 51.00' 4 <br /> 13 u) <br /> N 51*23U"E a I <br /> tpnwp POLE W/ <br /> TRANSFORMER& <br /> T57REEF LIGHT <br /> . III <br /> 4j <br /> En <br /> CHAINUNK <br /> ALONG 1URREALL I 'T <br /> 11 R3 tn <br /> L=&Z72' 1%,RIM 71.07 <br /> 12:1111 1�1,I <br /> STEEL POST W774 <br /> 12 E j.2 (.S� CL <br /> FABRIC KIRE FENCE <br /> T.... . ... . ...... <br /> 375'06' PPROXIMAZE <br /> L=127.12' ENO OF 6 pvc ........DRAIN PIPE E3 <br /> i..... W Lu <br /> E�A T FOR PURPOSES I'- I.. . j <br /> �PAAOA ali ry <br /> APPEARS TO INCLUDE13 <br /> INSTRUMENT EXTINGUISHMENT <br /> FOR RAILROAD PURPOSES <br /> w <br /> SEE A.F.N.237455 <br /> N 435472'W ftk ti. <br /> S&12' <br /> ra <br /> DEBRIS PILE t I u) <br /> EX 5SCO Ea <br /> RIM 10.61 <br /> POWER OLE <br /> 7RANSPORMER& EX SSMH S2 pPHER <br /> DROP TO SOUTH RIM 70.65 WAS'41 <br /> 4"Pvc IE 8_05 <br /> 6"PVC IE 765 <br /> CITY OF EVERETT <br /> REVIEwpo FOR PERM�T lo�10 <br /> LINDERGR13UND LITILIT'Y NOTE �A//gf <br /> WATER NOTES UNDERGROUND U77UTIES ARE SHOW IN THE APPROXIMATE LOCA 770N. THERE IS <br /> 61 <br /> 1. WATER MAN SHALL BE DUC77LE IRON PPE SIZE DR 11 HOPE WATER CONNECTION NOTE NO GUARANTEE THAT ALL UWTY LINES ARE SHOW J0 <br /> OR THAT THE LOCA770�& I 's-NUMB <br /> PIPE RATED FOR 200 P9. SIZE AND MATERIAL IS ACCURATE- THE CONTRACTOR SHALL UNCOVER ALL 137 <br /> 1. CONTRACTOR TO LOCATE EVS77NG WATER MAIN SERVICE AND INDICATED PIPING WERE CROSS/NQ INTERFEREN= OR CONNECTIONS OCCUR SHEET NAME: <br /> I DR 1!HDPE PIPE IS RATED FOR A MINIMUM BEND RADIUS OF WATER MAIN AT CONNECTION POINT PRIOR 70 TRENCHING OR ar.A VA 77ON FOR ANY PIPE OR STRUCTURES; TO <br /> 25X THE DIAMETER OF THE PIPE(225) DETERMINE ACTUAL LO0477ONS, SIZE AND MATERIAL THE CONTRACTOR SHALL is W-0 I <br /> 2. COIVNEC71ON 70 EVS77MGILIW 12-WATER MAIN TO BE MAKE THE APPROPRIATE PROW901V FOR PR07EC77ON OF SAND FAC077ES. THE <br /> ALL RRE HYDRANT RUNS TO BE DUC77LE IRON PIPE PER COE PERFORMED BY COE WATER DEPAR7MFJVTAT CONTRACTOR SHALL N077FY 2E-=AT 8--1-I(W4SHhNGToN8II.COM`)AND <br /> SAO DRAWING 507 NOTE K. OWNER/CONTRACTOR EXPENSE ARRANGE FOR FIELD LOCA710M OF EVS71NG FACIU77ES BEFORE CONSTRUCTION. SH7—L 4 or �Q <br /> 711;Iii 02021 IW ALUELME GROUP <br />