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m <br /> SE 1/4, SEC 6, T28N, R5E I Dfi <br /> o <br /> I <br /> 3 I ► <br /> I ► PROJECT SITE <br /> IM DISON ST <br /> o I / I co <br /> Z <br /> I ► O <br /> N <br /> II SR 626 <br /> I <br /> CFSINO SO of <br /> N I I <br /> I <br /> E I ► ___I w <br /> Y / CITY OF <br /> I EVERETT SMISSION-1. ay ' <br /> G sNOHOMIS MY R TNnx ""o W I I I I <br /> ESE <br /> CI <br /> 5 <br /> p V M N <br /> I _ _EEEF —SNISSI Z <br /> ► >Ir <br /> fi HOMISH <br /> COUNTY L z <br /> i �x 112mSTSE E= <br /> I -- ----- a <br /> ^ s 6 E <br /> o <br /> Y I ► - - W $m� <br /> o <br /> 3 I ► ` 8 <br /> L I o <br /> 3 E <br /> -- Icmor' <br /> I CITY OF EVERETT <br /> RESERVOIR 3 SITE <br /> - I _ TPN:28050600401800 ► i z�i� �j��� <br /> °a o I W <br /> °o 6'CLFNC W/3 ESES—S No11 5 W � <br /> s I P STRAND BARBED WIRE RESERVOIRN <br /> Q`a <br /> 2 � � �� _ _ 1 <br /> D%SWING GATE —309_ _ 1 N • z =,84 <br /> O E \ / 0 TOP NUT I ' <br /> N N I a EL:308.52 !__-TH ST SE <br /> � I N <br /> Aft36"CCP I/l/ TBM A x/ 310 \ j - __ oIRN FOR REVIEW ONLY <br /> EL:30'. <br /> 0'71 24 n da o TOP NUT _x T CITY OF EVERETT KEY MAP O FOR <br /> CCP VV, \ / EL:3/ 0 /\�� RESERVOIR 3 SITE NOT TO SCALE CONSTRUCTION <br /> b 3 V 24„w ��__� �/,) TPN: 28050600401700 <br /> / —�� WATER NOTES: KII11Iey»)HOFII <br /> 0 3 I PH 6 / �� Kimley-Horn and Associates,Inc. <br /> Q7 30"DI,CL 51,RJ. <br /> ? G ^� TOP SS T o <br /> UNABLE T6ACCE / Q2 36"DI,CL 51,RJ. <br /> ( W N 3 w p <br /> u 7(A <br /> i / p <br /> 4, PH 3 / / O3 REPLACEMENT LENGTH. O N F o o m <br /> o a _ 1 ao o w o m w <br /> AWWD CAT OD16PROTECTION O5 30"BAR WRAPPED CCP ASSEMBLY. Y 0 o 3 W <br /> w <br /> T T STATION/ ® a I o o <br /> 30"DI,CL 150B BFV,FL. <br /> m I 1 PH 3 TOP NUT 61 / ® 36"DI,CL 250B BFV,FL. N � � <br /> o T I I — UNABLE TO ACCESS 6/ 3 22 LF 1 oZS z _U <br /> AWWD CATHODIC PROTECTION <br /> E TEST STATION � 1 Z <br /> �� I EL: ® .78 0 H 32 ^� �� Lu < <br /> I 8 LF 2' ' 5 33� Cl) <br /> a_ Q 0 W <br /> E 1 TRANSMISSION MAIN 1 LLI W <br /> I 8'CLFNC W/3 STRAND BARBED WIRE T % WON MAIN 2_ p > LLI i-- <br /> I N -J 0 (n <br /> I � J Q <br /> Q � <br /> w <br /> w / <br /> g a <br /> p v <br /> !2 SHEET NOTES: o <br /> JN I <br /> IS ► 1. STATIC WATER PRESSURE IS APPROXIMATELY 116 PSI.VERIFY CURRENT <br /> o ZONE PRESSURES WITH AWWD AT TIME OF WORK. O U) <br /> U 1 2. REFER TO SHEET G.02 FOR AWWD GENERAL NOTES. -- N w <br /> �Z 36 DI W ' <br /> 2 POTHOLE TABLE �J J a0 Ob <br /> 8W T � ILL! <br /> 3 C POTHOLE# APPROX.NORTHING APPROX.EASTING UTILITIES NORTH r W <br /> 0 0 T > <br /> 3 2 ON PH 32 346962.67 1301453.01 36"CCP W LLI <br /> £N > LL <br /> y 3 C PH 33 346958.80 1301474.69 30"CCP W rn <br /> d cZ GRAPHIC SCALE IN FEET V <br /> y Z PH 34 346972.77 1301440.46 36"CCP W 0 5 10 20 <br /> x0 PH 35 346984.62 1301469.15 30"CCP W U <br /> .c --_ <br /> a 2 w PH 36 346990.05 1301464.88 30"CCP W SHEET NUMBER <br /> E°g POTHOLE PLAN <br /> 20 <br /> FI- Y Y O <br /> a <br />