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' TY7Rfi G <br />RItIll "' 5 69,28 <br />6"IJI W 1,'v 566,93 <br />i <br />�-- 4 S D - mow, <br />U <br />z <br />t TY ME 2C <br />�f <br />-SV T'= I CB <br />�1r1P1 = 59 9 <br />V/1 <br />6. <br />i <br />CA%C- y <br />LbVIT 1 j <br />ATCHLI E SEE SHEET C5.01 <br />,c 70.67 <br />F 570 7 <br />AIr�= $A' <br />p r` <br />9 S ___a_ — p <br />yq, }gyp i �---Al �'. r��xw(. <br />�f <br />C� <br />' <br />�_--_ <br />_ - _ _ e <br />S r�TF 1 C . <br />1 _ ' C01V 49 /E--- 573.6( <br />°l VVP = 572,1 <br />10TYPE1C3 <br />RbW = b76 ✓ <br />-12' 1V( AlIrf- = 573 20 <br />i2'PVC W IF = 573,15 <br />1 " PVC E IE = 5,73.1 <br />8'PVC 5I- = 7 50 <br />3D TTYP e CIS <br />moo' I = 5�5 9, 11 <br />8"PVC; At IE 4.: 57a 6 <br />SWVP w 571,72�! <br />.,�..._—«. r .s...a.—. <br />!f1 8D7YP 1C-8 j <br />iifilll µ 576 09 r <br />III - 5�W. '5 — ' a 5711.19 4131,COA/C IE/fl <br />12'°' PVC W d,�" = 57,2 6? <br />1 ' COAIC E A' = 57_62 <br />V_"CPPSIFE= 5727 <br />KASCH PARK ROAD <br />r _ G _ m S <br />G <br />8D T`rr:1E I CL4 <br />/4 =57 .62 <br />0-'C PSI = 571.8.E <br />V_'° C i`�IC AI 1F_ = 782 <br />12" CCi4 IE' 71.80 <br />5'!J&1P 571.1- <br />H1 <br />AW1Yf',E1C j <br />C/I, N1'a 65844 <br />,301fillP 564 6V <br />All) P11iRKIPI <br />a <br />P _ __ p <br />p <br />Cp'0'IAIC <br />�1 e <br />i <br />�ICAV <br />PE—L - <br />1� <br />yG8D SD <br />_.-. <br />f1 ` I C <br />12a'CIJPIt/IE=57 18 <br />""!Il1411-�' - 5710.58 <br />CI? A),r'Vr I co <br />r9/11/1 = 576415 <br />1 "C eIC S IE- = 572 60 <br />SUNIP = 571.2 <br />NO WATER OR SEWER IMPROVEMENTS - THIS SHEET <br />9 <br />UTILITY <br />QRELOCATE FIRE HYDRANT PER COE <br />STD PLAN 507 AND 50& <br />2 DUCTILE IRON CL. 52 6" DIAM. WATER LINE, VALVE, <br />II AND CONNECT TO EXIST. WATERMAIN PER COE <br />i STD PLANS. <br />3 INSTALL FIRE DEPARTMENT CONNECTION (FDC) <br />AND CONNECT TO EXIST. WATER LINE. <br />4 INSTALL SEWER SERVICE FROM EXIST. BUILDING <br />TO 6" SEWER PIPE PER COE STD PLAN 603. SEE <br />PLUMBING PLANS FOR BUILDING CONNECTION <br />II POINT. VERIFY EXIST. UTILITY ELEVATION PRIOR <br />TO CONSTRUCTION. <br />5 RELOCATE EXIST. FIRE HYDRANT TO NEW <br />LOCATION AS SHOWN. <br />QREPLACE EXISTING POST INDICATOR VALVE (PIV). <br />ea NEW STORM DRAINAGE PIPE/STRUCTURE, SEE <br />DRAINAGE PLAN FOR DETAILS. <br />8 REPLACE EXIST. SINGLE CHECK DETECTOR VALVE <br />c, ON THE FIRE SERVICE LINE WITH DOUBLE CHECK <br />DETECTOR VALVE ASSEMBLY (DCDA) PER COE STD <br />PLAN 515. SIZE AS INDICATED PER PLAN. <br />i <br />i <br />GENERAL <br />1. SEE DWG C0.02 FOR GENERAL NOTES. <br />i I 'C ILF = 571. 00 <br />SUPv1VJ = 569,60 <br />SD Y'P-1 G <br />574.21 <br />12, L AIC l s �7_ <br />57U 3 _ <br />40 ­ 569.26 � <br />SDTYPE Ia <br />vi 573 75 <br />1 " CPP A' I- 571.50 <br />supdp 569,30 <br />Otak <br />L <br />tak Architects, Inc. <br />808 SW Third Avenue, Suite 300 <br />Portland, OR 57204 <br />main 503.287.6825 <br />www.otak.com <br />4 1T <br />CONSULTANT <br />TITLE <br /># DATE DESCRIF <br />NEON <br />REVISIONS <br />MS, BS, AL, EH MDC <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS - - <br />4/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />© 2020 OTAK, INC. <br />If this drawing is not 24" x 36" it has been <br />reducedlenlarged. Scale accordingly. <br />