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RI -4 . - 741 ---- _ � <br /> „ _ ; M 86 52 A 20'0 ___=_--_ _ , _ .,_ . , . ;;_...... ;. . _. '' STRIPE SINGLE WHITE � <br /> 10 I.E. W-480.14 „ , . _ , <br /> - -------- -------------------- ------- <br /> ., , ; 12 I.E. W=483.07 R=670.� . ------------------------------- ---------------- -- ---------- --- - - - <br /> 10 I.E. E=480.21 --------- ----- ---- ------------------ ----------- ----- -_ <br /> � -- - ---------- �'.-,� ------ --- -------- - -- - ---- -- .�. <br /> - ------------------------ - --------- --- �- <br /> 12'� I.E. S=483.32� 1=235.37' C��(1�Q � CB ��'�'EC� ('�'�,) „ ' ; `, CHA�NLINK FEN�E _ _ + _ � �? <br /> 10" I.E. S=480.24' � � CB STD GRATE x - x x x - x - x x - x - x - x - - X - x - x,- x - - �,::�,�-- x x '- x .- x - x, - x - x x x - x - x - x - x x - x - k - x - x -` x - x ---�- X - x NOTE o <br /> 12' I.E. N=482.92 HYDRANT (TYP.) UMfTS (TYP.) CB STD GRATE �R �'� c�ET' G� SSMH ' � �"`�` " "'' � J " THE GEOTECHNICAL fNGlNEER � <br /> (CHANNELED} � RIM=467.38 12" CMP CULV CHAINLINK FENCE • <br /> 12" I.E. SE=482.82' SSMH RIM=450.36 RIM=433.19 TEL. M/H LIGHT <br /> CB STO GRATE CB STD GRATE �2" C O N C I.E. W-4 64.0 8� SEAWA Y B L V D SHAl� BE PRESENT AT THE S/TE <br /> IM=486.44 RIM=467.37 RIM=465.23 8" CONC I.E. N=447.81' 10" I.E. W=423.94' W A T E R I.E.=401.96' S TAN DA R D (TY P.) M O N I T O R W E L L DURING CONSTRUCT�ON OF THE 3 <br /> 12" CONC I.E 5=483.44' 12" CONC I.E. S-463.67' 12" CONC I.E. N=464.10' 10" I.E. W=455.98' CB STD GRATE 10" I.E. E-423.19' VALVE (TYP.) CB STD GRATE POWER POLE CB STD GRATE POWER POLE STORMWATER POND TO ENSURE � <br /> FNO MONUMENT IN CASE 10" I.E. E=456.13' RIM=450.39 10" I.E. N=423.16' RIM=428.00 POWER VAULT RIM=410.09 SSMH POWER POLE DRAINAGE EASEMENT 12" CMP CULV THE FAC�L►TY �S CONSTRUCTED i <br /> 12" CONC I.E. E=463.62' RIM=402.38 CB STD GRATE I.E.=354.10' IN STRICT ACCORDANCE WrTH � <br /> t/4" BRASS PIN IN CONC (CHANNELED) 12" CONC I.E. W=446.99' (CHANNELED) CB STD GRATE 12" CONC I.E. W=424.25' CB STD GRATE 12" CONC I.E. W=405.84' AFN. 8103180213 RIM=372.52 THE APPROVED DES►GN. � <br /> SET 0.6' BELOW GRADE RIM=427.50 10" I.E. W=392.68' CB STD GRATE <br /> I 8" CONC I.E. S=446.99' 8" CONC I.E. S=424.60' RIM=409.65 8" CONC I.E. SW=406.84' [EXC. 3] 8" CONC I.E. S=368.42' MONITOR WELL � <br /> 10" I.E. E=392.83' RIM=372.57 � <br /> I (DECEMBER 2015) 12'� CONC I.E. E-446.89' 8" CONC I.E. N=424.50' �2" CONC I.E. E=423.80' FULL OF DIRT 12" CMP I.E. E=406.34' HA 12" CMP I.E. E-368.32' _ �' <br /> Revision Des� ned _,�_ Scole: � `..�q FOr: Title� TEMPORARY Job Number .� <br /> No. Date By Ckd. Appr. g �P pH L /pA ��' �s 18215 72ND AVENUE SOUTH � <br /> , 6�2���6 JT �P �P REVISED PER CITY COMMENTS Drown �K Horizontol o��OE W ASyiyc��� Q,. � KENT WA 98032 BERTCH CAPITAL PARTNERS 17798 % <br /> Z 8io3�,6 JT �P �P REVISED PER CITY C�MMENTS m Z ' EROSION AND SEDIMENT CONTROL °° <br /> �„=40, N � Z (425)251 -6222 C O G CI,,,� � <br /> 3 2/14/i6 WED CP CP REVISED PER CITY COMMENTS 1 / REG BERT � <br /> Checked �P � � 425 251 -8782 FAX � <br /> n • � ) PLAN Sheet o <br /> �ert��o� � 38375 0 �,� y = 8201 164TH AVENUE N.E., SUITE 200 � <br /> AS s g� CIVIL ENGINEERING, LAND PLANNING, FOR i <br /> APProved �'`�c�'s F�'�S 1 ER�' ��``' G � <br /> N/A S��NA L E�G �Ti ��� SURVEYING, ENVIRONMENTAL SERVICES REDMOND, WA 98452 C4 15 � <br /> Dote 2��9��6 NG ENG�N SEAWAY CENTER (3301 SEAWAY B�VD.) - <br /> 5 5 2017 of <br /> � <br />