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MATCHLINE SEE SHEET C0.03 Otak <br /> CON <br /> / Sp' a / RIM=434.33 -/I, <br /> v 6'PK432116(S) . <br /> • 0 , . 3"PVC-432.81(E) <br /> • , CAR >'4' CAR CAR0 , c CATCH BASIN Otak Architects,Inc. <br /> CHARGING 8'DJ.492.65 N - <br /> CHARGING CHARGING RIM=432.63 808 SW Third Avenue,Suite 300 <br /> v STATION STATION STATIONS k <br /> • pL2 _ ® 12'CPP=429.13(E,W) Portland,OR 97204 <br /> �23 - - - "_--- --- _ .--: - - - - -d - -- SUMP=42883 main 503.287.6825 <br /> _ _ _� .437 d a3s -- - 0 434- - --- - o��, o--RIM 433.88 AS°.. <br /> L�.� / • OUT <br /> DEC YA <br /> 439' k.COm <br /> ,/ • i . <br /> _ -Cm OEC <br /> wp a pu -�r ( 29 4 I <br /> SURVEYCONOLPOINTP.) I• I051' I• lZ. <br /> PAY <br /> c __ c <br /> /ITY[ • <br /> 1 <br /> - CLEANOUT• <br /> • <br /> RIM=436.03 j a 1 DEC DEC DEC h�'-`= _�S_____ .--r- I ' ,,""" "„'0�,""'', <br /> • CLEANOUT 437 • <br /> RIM=437.27 / 2' >m ��I III �1TI'::: CATCH BASIN <br /> RIM=437.59 m / �O 4 a ,�j RIM=432.16 12.17ny signed <br /> oR a o `tt v 1` ®®®®®® (W) zoz,.lz.,7,z:s4:33-osroo• <br /> \\���\:\� n Li g 11 e,�,`7 15"CPP=428.82(E) <br /> u II I SUMP=428.36 STAMP <br /> • ,I 3'DOORWAY <br /> 25 <br /> o - A DEC I' FF=435.33' <br /> ' ° o <br /> El.Q• <br /> II I <br /> 0 ® 4.5'OOORWAY 1 1 <br /> Ti • M.. p a FF=435.30 j i 2 <br /> A <br /> 1 ' I r.• :_ Q I j N <br /> ..__ D. _ O /•i i b� re`. I v J .STOP' <br /> I • ...__ ;•. 4" r. �,' o r 8 � �_-__ ._ CONSULTANT <br /> O <br /> A p \tea BCI) `^ CO <br /> \\ \ 3'DOORWAV <br /> i III \\\����. " I " �y.�\�\\��.\\\��\ Imo' '`\\\\�.�,� \� " �I " / z ,.8 . FF�435.38 ' I_._.d. �._-- d o <br /> t d dam- i ! • N CATCH BASIN <br /> • <br /> LII t" _.__-- _ .,'... o /I v RIM=431.37 ,Z <br /> -- - I �15"CPP=427.94(W) <br /> - - POITONLY'��.� ;;,, 18'CPP-427.92(E) <br /> -- E7 ----- ----- ' �' - - '' --`--A rc SUMP=427.57 <br /> /-� -� <br /> MAP E EXISTING ASPHALT PAVEMENT 6 Q i S _gLL <br /> CO <br /> N 7 •��/ j - > <br /> I • Q NN <br /> M..E.. .._. • 01.. bn ' 1 i 4 1 I Ili Z <br /> 1 I O _ D O�/• <br /> I E' L LL <br /> 4'CMP i DE, O i� - I _ //, _4M-'- _0. - va J <br /> �fff • <br /> --- <br /> IE=437.92 4'C� I 8mp- -- '--- - _ �CLEANOUT <br /> 65 I- <br /> -- IE=437.82 t+ P _ p ^p p-�` RIM=432.76 CATCH BASIN <br /> �... °.•LE MAPLE o �- r' F B __ s__ __� __ _ - _ \� SD SD SD �8'I DI=429.50($) J <br /> /} / / a d Z <br /> ,II 1 O Q. Q c .__..--_-- V.I. `.'C � //,, -// // I / I `'� �'a SUMP 4 6?855(E,� 0 O <br /> MAP P •=C11 �.mY _ r Z <br /> Al <br /> ° j/ :/i /4M' - A3Q y <br /> LLJ <br /> W ® SD _ SD so_.___so ////{����1 ---- sAW 'ADMINISTRATION NI <br /> \ o <br /> a. <br /> CLEANOUT <br /> _/ BUILDING. LJ_ <br /> • N <br /> / bn ° • WM RIM=433.37 CLEANOUT <br /> ry ---'-X --- __-- d - _es't I RIM=431.94- C <br /> �-= d � -_-- -- - RI CLEANOUT313 CATCH BASIN 9 CATCH BASIN c Q <br /> ddd <br /> -- -` -d �_ _ _ _ __ __ -n SD-- SD $ RIM=431.74 RIM=430.36 <br /> :7 <br /> /r CI d d -- --. 26, SD SD . _ 4'PVC=430.29 1 CONNECTED TO MH DIRECTLY Z <br /> - Cox I _ -�Td1 :. - -- - - ,4i __ -SD SD J 6'PVC=43024(SJ TOP OF WEIR-42794(SE) Q Q <br /> - � x -- .. --- u _ -. - ___-cw.t-r,=42.22(NL..__ <br /> ---- =X- a 1A32 a y n sD PB -SD CO <br /> _ - <br /> _ -- - - _ STOP'_ X X --- N -�STORM MH Z <br /> -````-- _ w _-w. - _. x- 43t..,-sAr I RIM 430.38 4W 0 <br /> I-- <br /> ,--.= __ -� �W-_ \�Vt- _ N�34.9 _ ___ __ __ TOP OF WEIR=427.94(NW FROM CB) .. . <br /> hheeTCH BASIN ---__- ° _x 12'DI-427.35(S) L� 0 CO 0 <br /> __________ "__yam... '- __.43t� 6'PVC 32.76(N,$) __A3p___C ____ __ _ •�.� I 18'DI=OBSTRUCTED(E) O Z <br /> X <br /> `-- ��-_�------=- . (NW) - y 'I 4 SUMP--424.05 Z 00 <br /> _1 PVC <br /> ; 4`CMP an - _ 18 0 O <br /> �e <br /> $ _�_ ____ _____� --�_. _ _____�`__-' I IE-42845 <br /> v . - - IE 426.74_ ``II- --- I - w <br /> - <. ._ • .. .__--- I - - - - <br /> 428 <br /> ili <br /> -------------------__ i==='__-----_-_- Ce <W H- <br /> _ Z <br /> MERRILL AND RING CREEK <br /> I SURVEY CONTROL POINTS E_ _ <br /> --------- - <br /> J POINT TABLE - - I I ______-____ -_- --I_ ____ -I - - <br /> I LLI O w X <br /> _ M O <br /> POINT# NORTHING FASTING ELEVATION DESCRIPTION - - - - r W w <br /> 7 <br /> a20 - - <br /> 343604. 70 1292593.9980 440.067 TACK WI WASHER TITLE <br /> $ HARDESON RD <br /> 8 21 343849.3120 1292515.9370 435.279 TACK WI WASHER - - <br /> oS <br /> d <br /> 22 343706.3800 1292749.1130 436.978 TACK W/WASHER k DATE DESCRIPTION <br /> %1 6/2312021 PERMIT <br /> 3 23 343448.2640 1292856.6310 442.163 IRON ROD W/RED CAP SURVEY NOTES SIGN LEGEND <br /> p 24 343490.3030 1292782.0620 440.851 TACK W/WASHER PROJECT COORDINATES AND ELEVATIONS: O RESERVED PARKING VANPOOL <br /> pO 25 343603.3210 1292856.0270 438.832 TACK W/WASHER <br /> COORDINATES ARE BASED FROM CONTROL PROVIDED IN KPFF Q RESERVED PARKING VISITOR <br /> 1 26 343791.0750 1292960.0720 434.362 TACK W/WASHER BASE MAP (DATED APRIL 2018) 3Q RESERVED PARKING DISABLED <br /> 27 343780.1840 1292737.9430 435.010 TACKW/WASHER ELEVATIONS ARE BASED OFF CONTROL PROVIDED IN KPFF © COMMUNITY TRANSIT <br /> N BASE MAP (DATED APRIL 2018) QS RESERVED PARKING <br /> e3 28 343841.4980 1292712.6110 434.302 TACK W/WASHER 8 RESERVED PARKING MOTORCYCLE <br /> REVISIONS <br /> S <br /> m 29 343720.8490 1292781.5220 435.738 TACK WI WASHER UNITS IN US SURVEY FEET <br /> 0 RESERVED PARKING MAINTENANCE <br /> 2 30 344013.2950 1292836.3600 431.169 TACK W/WASHER NO BOUNDARY WORK WAS DONE OVER THE COURSE OF THIS 8 CT PARKING ONLY MS,BS,AL,EH MDC <br /> SURVEY.PROPERTY LINES DEPICTED ARE FROM PROVIDED <br /> 9 31 343742.3700 1292859.2540 434.985 TACK WI WASHER DRAWINGS(PREVIOUS FIELD WORK COMPLETED BY KPFF)AND O9 SPEED LIMIT DRAWN BY CHECK BY <br /> PERMIT- HAVE NOT BEEN VERIFIED.D 32 343890.4210 1292929.0940 433.468 TACK WI WASHER STATUS <br /> ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE <br /> F3 33 343995.9510 1292931.2790 430.719 TACK W/WASHER BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM 1711712021 <br /> 34 343780.5940 1293015.8070 430.375 IRON ROD WI RED CAP AVAILABLE RECORDS AND SHOULD BE CONSIDERED DATE <br /> APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE.IT IS THE <br /> 35 3.13852.1660 1292706.7430 434.181 TACK WI WASHER SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY 32880J <br /> VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND • PROJECT NUMBER <br /> 36 343906.8230 1292594.3690 433.963 TACK W/WASHER FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT <br /> N SHOWNHEREON WHICH MAYAFFECTED THE <br /> N ^O.O A <br /> 37 343838.6180 1292609.9020 435.192 TACK WI WASHER IMPLEMENTATION OF ANY PLANS. <br /> S.UTILRIES WHICH ARE NOT /V- • 4 <br /> r ABANDONED OR REMOVED SHALL BE PROTECTED,SUPPORTED OR <br /> 38 343844.3760 1292581.6140 135.157 TACK WI WASHER MAINTAINED DURING CONSTRUCTION.THE CONTRACTOR SHALL <br /> 39 343833.6860 1292559.6850 435.343 TACK WI WASHER CONTACT THE UNDERGROUND UTILITIES LOCATIONS SERVICE 20 0 20 40 02021 OTAK,INC. <br /> c 40 343706.6590 1292719.3890 437.230 TACK WI WASHER (1-800-424-5555)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. <br /> HORZ <br /> c THE OWNER AND THE ENGINEER SHALL BE CONTACTED I If this Brewing is nol24'x 36',it has been <br /> IMMEDIATELY IF A CONFLICT IS DISCOVERED. SCALE IN FEET reduced/enlarged.scale accordingly. <br /> a <br /> NOTE:ALL WASHERS 8 RED CAPS MARKED"OTAK CONTROL' <br />