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SURVEYCONTROL <br />I II <br />_ <br />1 <br />• — <br />, � � <br />—_. _• _'_ <br />Ill_______ <br />�_ <br />__ _---I <br />R !. <br />R CONTROL -- <br />�i <br />• 1 <br />f <br />PK AA IL W1 T K WA SHER <br />IVAIL <br />III Ilw <br />WASHER <br />—.1289182.96 <br />1289204.87 <br />1289241.30 <br />..'RED <br />OTAK CONTROL <br />— — _ 1 0 CY� <br />R11W = 5l717 <br />12'CONC S /E W 974 37 <br />A` CHLINE SEE SHEET 0.03 <br />ALL 8D TYPE,? CS <br />566 <br />'� i��rP �„Y fP 16 Z Ui"VA—PI ".9 F..��"._' TO �� �e"�81;a�# <br />_— _- <br />_ <br />i <br />,3 55-D f.¢'pp <br />TYr`:P 1C rY }—"- <br />w FE C- <br />11 \— <br />+,� <br />, DPP <br />56 9 <br />SPEEDSD TYPYE <br />v - —�_ -/ - <br />7/7 <br />I \ \ a <br />OPIC�'. \ <br />a s PARR I1rC °><" N, ING A11 I I IiV I <br />l �� ,f e _ <br />S75- — — — �1 — "Xl h <br />— _ _ <br />PIP <br />4I <br />— <br />m�v. <br />a— <br />_` e <br />— —74 <br />F_ — <br />_ - p <br />�— <br />— _ <br />l <br />W A e <br />�` •�. ^-."`: „e,,.-'-s...-._-.�.«aim.. ' - <br />,.� <br />7 �7 <br />n <br />v — -14 <br />SD <br />- r -._s -_ <br />u. � <br />-< <br />— D _ <br />11P -1 1 G '� ,DPP s; t j R111 °50 <br />30kIP = 57 28 <br />SURVEY MAPPING NOTES <br />1. SPECIFIC INFORMATION SHOWN HEREON SHOULD BE FIELD VERIFIED FOR ANY USE <br />NOT ASSOCIATED WITH THIS PROJECT. THE SURVEY WAS PERFORMED BETWEEN <br />APRIL 23RD AND MAY 13TH, 2019. <br />2. THE HORIZONTAL DATUM 1S NAD33. <br />3. THE VERTICAL DATUM FOR THIS PROJECT IS THE NATIONAL GEODETIC VERTICAL <br />DATUM OF 1933. <br />4. THE BASIS OF BEARING FOR THIS SURVEY IS THE WASHINGTON COORDINATE <br />SYSTEM OF 1933, NORTH ZONE, NAD 33/07. <br />5. THIS SURVEY IS ON GROUND. TO GET THE SITE TO STATE PLANE COORDINATES, <br />MULTIPLY THE COORDINATES BY 0.99992436. <br />6. THE FIELD MEASUREMENTS FOR THIS SURVEY WAS PERFORMED USING A TRIMBLE <br />SX10 TOTAL STATION. THIS SURVEY COMPLIES WITH THE MINIMUM <br />REQUIRED "ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON STATE PLANE. <br />COORDINATES AS SET FORTH PER W.A.C. 332-130-090 (AND POSITIONAL <br />TOLERANCE LEVELS OF LESS THAN 0.011 METERS). <br />7. THIS IS A TOPOGRAPHIC SURVEY, NOT INTENDED TO BE USED TO DETERMINE ANY <br />BOUNDARIES. NO PROPERTY CORNERS WERE STAKED DURING THIS SURVEY. <br />8. ALL SURVEY MONUMENTS SHOWN HEREON WERE VISITED MAY OF 2019. <br />9. THIS TOPOGRAPHIC SURVEY WAS PERFORMED WITHOUT THE USE OF A TITLE <br />REPORT. ANY EASEMENTS OR RESTRICTIONS OF RECORD WHICH MAY DE <br />INCLUDED IN SAID TITLE REPORT HAVE NOT SEEN INCLUDED HEREON. <br />10. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE SEEN ESTABLISHED <br />BY FIELD SURVEY OF ABOVE GROUND FACILITIES AND LOCATE MARKS DONE BY <br />APS INC. OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE <br />CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. <br />SO TYPE I G-8 <br />R114 u_ 575 94 1 1 <br />" P VC, N /-E = 513 6 /0 T YPE i Cie r/ ,17 TY'r �E 41' <br />SD T YPE 2CV, vSC71/Vt11) <br />48" CONG A61-I <br />K9'N/E = 5r-2 <br />12" C'ONC E IS L 572.6 <br />12"CP PSIS - 572 72 <br />SUA(IP a 57C1, 7 <br />17 TYPE 1 rCj <br />R11111= 576, 62 <br />12P'C P'P s A w 571,8-2 <br />12 as is ONE„+ N IE 57 1.8—u <br />— a ro p — <br />CROSSING aGI SD <br />- <br />19P11l <br />A A1y1rI = 572182 <br />C/O" NO aV IE = 5012 <br />NC S IE = 558. 902 <br />CON E /E = 5,776: q? <br />SD TYPE IC <br />i to//Irk b7 0 <br />FP i - <br />ii / <br />m <br />a <br />�9U&I 56926 <br />W <br />jr <br />SD TYPE- 1 CPS <br />fg r, <br />trill; 569',8 ) <br />Otar1rchitects, In,,. <br />303 SW Third Avenue, Suite 300 <br />Portland, OR 97204 <br />main 6Q3.2>�7.6020 <br />www. otak. corn <br />CONSULTANT <br />Uj <br />0 <br />< <br />0 <br />0 <br />z <br />CO <br />0 <br />C:) <br />0 <br />0 <br />0 <br />I <br />TITLE <br /># DATE DESCRIPTION <br />0 2020 OTAK, INC. <br />If this drawing is not 24" x .36", it has been <br />reduced/enlarged. Scale accordingly. <br />