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11565 SW PACIFIC HIGHWAY-6 k 1 •O r 1 ' , - • • �_ vim_ „-__—,� � � 1�i�..�' 1 ► • .• � I_ .• •` 1 17 V /, •I �'� , \ s\��1y 1�.N71 MW _' - I1ti��Ll.!!//./���I./Y�%. //'I `'\ \\i / I I • • 1 • ... .11 rte .. \ 1 •, v v �� � •i I• • , 1 • 1 1 *bA , %R1v14,.%S611.1 NPR VIM, as R , � \ MEN 1 \\`�\� SR WNWINN\� `\-10 \� 1 • • • • / SAMMIN MEMS ONEW RR - • / • 1 • • •. ••� • • • \\\\\\ 1..�\\ MIF 06 �\� Is N1, MEW M11 q FOR% MR, �\r•• \\ .'♦ \\\WER ,Q.�. - Mm \ \\\\\\\\\` \�\\\ \\•.\ �..h -tom' - • 1. 1 . I WHEN 01 WWXxN\IN - ----- g-", N MI, • mmlmm am Rlz tMI-0111 \A�'I', ,z -1, \ " \\N' Nl .\\ \10MSON. \ \ \\\\ -Sqpmmum :71'aft\Ix-, pumm l ' \ �\ t• \ .\ .� g\g NF IT MP IAMMI \\ �.\\\: 1 pnEV M-11M NNOMOR \00\F,V Rg mb WNW IRK "*" , *'* " IMOO NO- IN 01 .1 t' t1, � tib 1 • M •.'Allows 1.'• 1 � 1 • . I 10, • • / R _ . 1 11 01 N MON, X R1,11 OM IR 10 A 1 • - 1 r 1 ♦ f r�: . - 1 � �\ \ \\•\ � ►` �. � /\\� �' II 1 - (SII 11 lil�� l!�� • / • r ••i \ \ \ \ 1 OW mm \MF MK IMP11011 SKI \ \ \\\\\ \ . • ' � MEN ,11• f � SIMMIVRI � • �� ' \ \\ .... .�.. .\Irl\\\\\\\ �\\\�.0�\\\\..�\�\1 \\\a\ x•11 w • ,� \ \ \\ \ \ `\. I -•-•• -� - . Il \ r #1JO kc 1 _ �. • Ii , .1 •, , •Ij 1 r r r Y • .1 , • • a 1 i. « 1LIM . • • 1 • f, i •1 + 171 Wk ' . .._.,__._.-- -._. _.r_._......__- -...__..__.`:--.-.-.-,,....,_..:..-•::....;•...:u---:-..-»----- =..,..•. .ul�.r, ,s ^r�tulr3Y+�Cr1- e..:1.�'Y:k..t:.Kk1Cs0.ro - - - — -- e' .i �1+�IR)M11il1 7M•IY .f r , - -_ _ 4 Ilk i \ \ s \ ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BYTI T THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH U LI Y STATEMENT t --- IN OAA 952-001-0010 THROUGH OAR 952-001 -00410. YOU MAY OBTAIN �cSs N < r-- - -- '�- -- - Y CALLING E N R THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARKINGS AND RFCORD on 36 \ COPIES OF THESE RULES B C THE CE IE NO j2" _ -----36'T- - --�6' --- � b•'W----- \ (NOTE: THE TELEPHONE DRAWINGS PROVIDED 8Y INE RESPECTIVE UTILITY AGENCIES. LOCATION OF' o � ry Y � -9 2"NF----- NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 . W I �, NON-OBSERVABLE AND/OR UNDERGROUND UTILITIES ARE SHOWN F � ; f \ \ INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. N \ J . W. 71ST AVENUE M - _--�� ' ` \ \ \� \' CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION OF ALL - �c' __ �� ` \ \ UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSYRUCTION �\ �\ AND SHALL PROVIDE wlnJKI COMIILTAi'" 04C. 72-HOURS A I LXISTING NU11CIF OF ANY POTENTIAL CONFLICTS. n LINE VAU TRE ` \_ \ \` _ ----------- I GRAPHIC SCALE o ]D o 15 3D W qy1� _ ADJUST TRENCH DRAIN GRATE TONOTE \ ` 1. PARKING LIGH LING PLAN PROVIDED BY ELECTRICAL ENGINEER. CO #4 �-- FINISH GRADE MTN EXTENSION v1 ( It+ �sLr ) '$ I 3 SUB--SURFACE DRAIN PIPE RIM 282..A RISERS. TG-281.0 1 \ \ \ ` 2. COORDINATE ALL UTILITY SERVICES TO BE ABANDONED I •� J`- (SEE NOTE #3) 120.00 L.F. IE 280.0 ` \may \ 1 IncA - 90 ft. WITH THE APPROPRIATE UTILITY COMPANIES AND ENGINEER j I I 60 \ PRIOR TO THE BEGINNING OF ANY CONSTRICTION. I LEGEND (NOTE: SEE SHEET NO. CO.1 FOR ITEMS NOT INDICATED) 3. $JR-SURFACE DRAIN4 6" PERFORATED PIPE WRAPPED WITH FILTER FABRIC, V $ I LACED ON TOP OF EXISTING CONCRETE SLAB TO BE LEFT IN PLACE. c ' PROPOSED MANHOLE �T•� • PROPOSED CATCH BASIN 4. THE LOCATION, SIZE, AND DEPTH OF SEVERAL EXISTING UTILITIES ARE UNKNOWN I I I 0 PR BASED UPON AVAILABLE RECORDS AND FIELD INVESTIGATION. THE CON TRACTOR \ \ PROPOSED CLEANOUT _ u y - PROPOSED STORM DRAIN PIPE $HALL POTHOLE ANDVEFNFY SIZE AND LOCATION OF ALL EXISTING UTILITIES SUB SURFACE DRAIN PIPE , PROPOSED WATER LINE ENCOUNTERED AND PROVIDE INFORMATION TO ENGINEER PRIOR TO CONSTRUCTION � -- - - ' (SEE NOTE /3) 230.00 L.F. v \ \ \` +� TO DETERMINE DEPTH AND LOCATION. PROPOSED GAS UNE r a 1 1 -- ----, c� / •RD ROOF DRAIN DOWNSPOUT LOCATION 5, : IT IS UNCERTAIN THE SIZE. EXTENT, OR LOCATION OF (EITHER EXISTING OR PROPOSED) EXISTING UTILITY LATERALS SERVING THE EXISTINO TENANT SPACES. THIS u / \ \ ■ EXISTING CATCH BASIN TO REMAIN, UNLESS OTHERWISED NOTED INCLUDES ROOF DRAINS, SANITARY LATERALS, WATER SERVICES, AND POWER AND V, TG "TOP OF GRATE' COMMUNICATION LINES. CONTRACTOR SHALL VERIFY THE ENDS OF ALL ABANDONED I I i ; \ LINES AND PLUG THEM WATERTIGHT. PROVIDE LOCATION INFORMATION TO THE I PROTEC be REUSE ---- - - -- -- - - IE "INVERT ELEVATION` EXISTIN STORM LINE �--- ----- � ENGINEER PRIOR TO CONSTRUCTIQN OF UT4LI11ES. U ad -- 091- TE- NO, 4) ----- - - -._-- -- -- os "CATCH BASIN' CO "CL.EANOUr 6. SEE SHEET NO. CO.2 FOR DEMOUTION OF EXISTING UTILITIES. AT OLD Ro B I 13 fI - III CONNE( ON_POINT) -- -- PM __ . ii ----- --------- UNE -EXISTING �'� � - � � \ V(- C24 PIIPE ( E NOTE NO.4) � � rJ' , \ , h ice- -- - - - �� ,�• s \ \ •� 0� IE r 279.20 -u w CO�NNEC TO EXIST. ` 275.8 -_ / `\ \ / N la i -- - -- $ _ 226.33 \ w PIPE aE E NOTE N0. 4) dJntT ^ K EX. 8" - 272.421 � -- EXISITNG MA HOLE - ADJUST RIM TO NISEI GRACE � I �� ��y \` 'P � \ �/ ` > � cl) In I --- 4 . ---- -- RIM - g -- - - -I--- - u�\ \ \\ ---- - TG - 2 8.4 --- - v TG 5.2 W I o I6 43.50 s 2= .00X MIN. _ 8"- --MOO -_. _ � -�- -- �- \ \� \\\� � PLAN ,r - --- j t .. . a 281.5 / 9 LF S 2 OOX I h I E - 280.40 f_ j _-._ - �� 2 PARALLEL 4' DRAIN PIPES, IE'S AT ` \\\ s� \\ ` Iw N i 1 x9.85 L.F - 1 - TOP OF PAVEMENT SURFACE BOTH LOCATION \` t _ I 1 " _ -- �u _ --- EXISTING CB ( ) _--� r 1(,S -1� 8 Sp C NECT TO EXIsnNq _ _ - - TO REMAIN 0 \ --� �� -010 / F " " 275.9 S-9.06X _ (SEE-NOTE N0. ---- ---- - - ` ------ --- $� .� -_ Sp S �6 IE = 274.9 RIM 274.8- O \ STEP � I I � /'GO #5 e$4,t � 8 I - 270.801 \ 0 \ > > `. 1 FIM - 275.5 v v v v �-- :t2' j IE _ 273.50 + _ +"." �""- � / I I �- EX. EMAIN --� .�.. '---_ UG � � \ � - (STING COCB TO -- 164.6 LF it - -- --�D ------ D --- -- ,D - - - -�- RCMOVAeLE wAtEwtoollT CAP I "" DOMES-1C " r INSTALL FIRE HYDRANT. s PLASTIC art oucTILE MroN I ` WATER_ / CONNECT TO EXISTING WATER EXISTING CB 6" G.V„ THRUST BLOCK. t F 15.0 L.F. EACH t. t s ^ LINE E NOTE NO. 4) TOR AIN 13.0 L 6r►CH ;�� - \ a. \ c I .t ,:► r --� �- _ E s - - ---``' _--- f= o \ T � ` OUTiET I- :� W W N I �T� . _'-_-----__ - ` • _ ', 9 'e SEQJW TO MN WALL MTN , ♦ -'�I7 (J1.r L -_. - - L- -. R� .�� .ez Rs-��- w a_ e ms. .. -- --- m l „ 36 (MIN STANI.M STEEL MANDS Dl I I I 3 I �� �++.�.-.�.�R�r. �. ( �� �" \ (MIM 2' "DE) AND \ anaua aa.,.Jaaa�a a. riaaA�r. 1 Illi �r .� •� %P!` \ 1Ir MOLTS M � RG ,2 \ \ \\ \ \ \ ! � � � � � �' -MN DIA TO K oE1lIrNNN BY } '► .�I \ lC'G X278 RD `� � a slzl[ of oun[T PIP[ �P� �. \ MAX J6" MMI 4"-,r PNE • 6D" DIA MM nn -- - --- - NEW WATER 1�ETETZ . /♦ \ allose THAtI tr PMS �, :, I) ''',� - 6" IE - 271.20 � � ' S.W. ',7 IV� I AND S'F..Rv�c:F.', 40.00 LF S-LOOS \ \ PAMM al cta. OCTAL SEE SHE'cT NO. C3.1 \ AVEN .- \\ MAINTAIN EXISTING ROOF \ \ on' \ /,' DRAIN CONNECTION TO l I r• \ Co .� . \ \ � OS �.YNTHATHRUST$BLOCKSEND MJxM,J � \ \ � \,� �:����•' �..`,, '� '."' . I ( RIM 260 0 EXISTING ROOF DRAIN ►„' . PIPING CONNECT TO EXISTING 8" FIRE WATER UNE: a I \ Qh \ \\ U I � 8" IE' :-,"'70.25 \ 1. PLACE THRUST BLOCK. \ \ M'J }SCA u t}" 140-af'' DRAIN 33.06 LF 8" OI \ I I r \ \ \ \\ SECTION A-A� ^tea 2. INSTALL 8 GATE VALVE. MJxF LG. � � \ 3. ABANDON UNUSED FIRE UNE TO THE WEST. CO,�1 d24, PLACE BUND FLANGE AT WEST END OF TEE. \ 44.64 LFJB" DI Rf =2 0.9 - c) . \ � ® � 10,75' � �;i, _ .� _. ._ X. 8"I'- _8. 0t POLLUTI � 2 \ V� RD \ \ P I,Ibo F iN 3H J PLAN All N. MANHOLE N0011" �\ \ POLLUTION �ON�OL MANHOLE 1 O.CA \ NO P11 �R � NOT TO SCALE co '1/8 \ \ `- CONNECT TO EXISTING SEE NOTE NU p;7 I I � \\ \ ® w \ EXISTING GRADE/ \\\ -- RIM11475.0 I I I 1111 1 �` 8' 4E -289.,25 \ PROPOSED OPEN AIR �� --~- _ CIM AN 268.9(SEE N011: N0. 4) I.E. THRU (N-S) _ \ SALES (OAS) LOCATION �?s " MATCH EXISTING \ IIIJJJ�„ 0 I EX 8 IE (N)-264.461 i I (SEE ARCHITECT PIANS) � -T- l I K - 8" ROOF DrIAIN V \ I I 1 I N PROPOSED \� \ I 1 I a" s0 NRTH EXPANSIONEXISTING\ .0o LFD MEYER STORE (SEEARCHITECT PLANS) SD - _ = %D­ (SEE(SEE ARCHITECT PLANS) PROPOSED SOUTH 4 s42.00% \ EXPANSION , I a g \ (SEE ARCHITECT PLANS) \� / CONSTRUCT NEW SANITARY \ \ Q I \ \ I MANHOLE OVER EXISTING LINE / sLP \ _ (SEE NOTE NO, 4) PPRR CO \ V CONFECT TO EXISTING \ ODI� %" RIM - 269.9 INSTALL TRENCH �4 co _ \ \ _ _r 16.00. XISNGIE THRU(N-S)•253 71 Ip. N T T � 0 PIPE (SEE NOTE NO. 4) - I'll/-- RIM-289:0 \ REPLACE EXISTING PIPING NATH CODE \ DR IN. LF H '�- '-••"o ' I I IE}l. 8 IIvR266.40t Vol '� 4 i I - 8" ROOF DRAIN COMPLIANT MATERIAL TYPE FOR I -- P FA RI A - - - b a ' �• I ISTALLATION UNDER SLABS. MATCH RD _* - Ri CS #1a f� F EXISTING SIZE AND SLOPE. � <C' MI MUI TG254.85 .. � !! 1r f s, i a n • �`-SS' --- ---- I I I WID SL E 0 10 IE-255.85 n I I I I RD ABANDON EXISTING MANHOLE AND S 4 _ SS XIS NG_SAHITAR_ Y___ _ I MAC iPAVIEM NT 18.50 L.F. J •, RUBBER GASKET CID X11 SANITARY LATERAL. VERIFY SERVICE IN 5.00 -- I T {` - _==:_u" SS---�- G ,qP S-1.0ox MIN• RUBBER GASKET FLAT TOP RIM-268.4 \ --- PEFW�X 12-16-00 I I USE PRIOR TO ABANDONMEN"f. 81" IE =284.9 �+ � � - �_. _ REINFORCEMENT INSTALL FIRE HYDRANT, - NEW 81 OWOFF PER SHEET NO. C3.1 /' C8 06 - - VIM FM CITY �2" 8 ROOF DRAIN POLLUTION MAN IC&N P&I O= 6" G.V. do THRUST BLOCK 6"ROOF DRAIN -_ TG-261.9 I I I I - - - 8' FCOUNOATION DRAIN \ \` CONNECTION �' 10" IE-260.9 2�-0I ------"----� \ NEW GAS LINE ANQ METER LO(:ATION \ 4.OQ L.F. C8 07VV - - DOMESTIC .+'. I I � ',.'?�:. , �� ;• ..• Tr-28fL8 1� (SCHEMATIC LOCATION ONLY) COORDINATE _ E ST1 G UB C A R NE J , - - \ \\ WITH NWNG FOR LOCATION PRIOR TO i' ,, r _�------ N�---- -- 0 24" I WIE" 2135.!',0 \ \ l/ j1 ' - -- - _ INSTALLATION. INSTALLATION BY NNMG. SEE �✓� - 'D I I I II I 90.75"01 L-F. ';BN - - -- \ 1 \ (SHEET N0. P2.1 FOR CONTINUATION OF I I I 11 5-3.42X �G-264.3:1 \ ��SERVI MT IMC. \ \ I r G - G -- G _ ✓' 8IE-263.35 �`' STANDARD- - - ,D 14 REINFORCEMENT HOLE FLAT TOP CONNECT TO EXISTING I I CONNECT TO DOUBLE CHECK J _`_�Sp � LINE (NOTE NO. 4). r \ \ \ CD I I trETECTOR A.`"iSF.MBLY, PER - - - Si) - - �-r,i i- - - - - - - \ \ \ \\ NO. C3.1 � / � - ------------------- ---- SHEET Oro"r� Ay Cnecwed Ay I Iry, a) CO 6 ---fit,,` 0 0"---- ;�� \� TG CO 268.6 �\. \ - -T T� POLLUTION CONTROL INSTALL I I I 6 I 11 •24 LF TG-269.8 �. 'T RQ \ MANHOLE NO. 2 BAR AROUND OUTSIDE OF OPENING 98134 06.2'5.00 FIRE HYDRANT CONNECT TO EXISTING�' 0 5 90.00 LF 12" STM CO 4 \ CONNECT TO EXISTING PIPE (NOTE N0, 4) \\ \ ` �\ �\\ I I I I --$�� I Ni /1 E NOTE; NO. 4 DIAGONALS BOTH $IDES OF OPENING P.�M'I No 0010 E ' I CO /10 i PIPE (NOTE NO. 4) -269.8 TG-269.5 \ END OF FIRE LINE, (SEE PLUMBING PLAN - 8" O.C. BOTH WAYS 3 I I CONNECT TO E MSTTNG �I 19.03 LF T SHEET NO. P2.1 FOR CONTINUATION) (EXISTING TENANT STORES TO REMAIL EXISTING GRADE _CIVIL RIM UTILITY PLAN i I I PIPE (NOTE NO, 4) ,� 12" STM \ RD I.E. THRU (N-S) - I I _ RIM-263.81 _ - I - �X��B"IE=�6i•8 - NEW TENANT RISER MATCH EXISTING T TOP IA OLE OPTION '- - I HO ROOM PER ARCHITECT �� l � � � �YwF. •�•"- Chi.' T.1♦ i �r�'''-' 1X1-S�"1NC SU - F CE DRAT NE _ \ \ \ \ \ \ \ \\ - NOT TO SCALE `- I I CONNF CTION AND FlREUI+lE (, \ Igflet�t No. I I PER SHEET NO. C3.1 IPE SLOPE AND SIZE '•0 BE FIELD -~-- \ ETERMINED DUE TO UNAVAILBLE EXISTING OH O OH- - I I COORDINATE NEW 3 IPE DEPTH INFORMATION. COORDINATE ELECTRICAL SERVICE -- -• �-� � � --� � �� � �.�..Q.� ��.=L�_- � - _ - ._ TF1 ENGINEER PRIOR TO CONSTRUCTION. INSTALLATION, SEE �" -�• +- ••� �.. aa. �_ .� BANDON UNUSED STORM DRAIN PIPING. SHEET NO. E1.0 FOR U of I I I( IMPROVMENTS. `p 11 I=HWY II - I off set T , • - vr,.et.nwv,w.,. .warw,�rr0w, ' IY1C-. „•/1e-,� ..,,�1 rs. 10 14 16 Af ���- � .,• (�I�� ����11���1���� �.�r�,�������) ���1�'�����'�; �', II����������II�IIIII 11 7 'I � ' 111, 111111 illllil�lllllli lIIIIII�IIIIIII IIIIIII�IIillll IIIIIII�IIIIIII�,!IIIII�IIIIII' IIII�11�1111111 IIIIIII�II ,. s 1 mIIIM � �tI1111111�n1�t �I111IInllt111� 1II�fM �11IrIIoIlI1IIn1IIn1��11 „ +„ 4i lv, • _ �tII .i,,,. J11v , • r -,._... .,. .e,•+r�,._<._.w... .v ..-•.. w w._ vsv ...w. ._.. .w.•" ..r•t_-.-w -Rx -,aru..�.. yw } �. A* � .. -... ....w.- + - ... r { KIM,.. .. .. •ll, .. � -r. .. -' ., � - i o,:, , ..:. y _._•.�JP�'�. ....� ... ...... .._...._.n,� _...- .-+M'.Mb,rWMs.,.l..._..-.>_ .,. ..a:,,.,..... .,. - .. _.. ...... _ -...........4 enwwrrr"I��� )s .4 4 - 2' LOCAN/BANE ATO COF AT � PAVEMENT mESTORATION 3' ""r"' Ir IN INoIl1 (SEETYPICAL SECTION \�N • 3� TYPICAL THIS SHE" • I 7 FL 3 II= PER A3• DIVISION OF HIGHWAYS 17AVRO) AREASOUT OF N011-PAVED OIt SAW CUT -SPECIFICATIONS _� 8- WAIXWAY AREAS ` Q A � ry W 28"X26" C.I. GRATE 1 EXWINO PAVtMT SECTION �,y�/ �� Z W W/ 81 CYCLE BARS ir C.1. OUTLET- v O9" FIROM F BUMPER PROVIDE 400 'o•:•�••' •o ; °•• ° ° Q °•o• /�/ COF PAVEMIFIT . X C. COUPLING- ° -------- o / - • FERNCO 1056 OR C.O. AT TRAP MAIHMUI zr FIIOM sET FRAIOF IN "m_vwINK ° ° ° ° TOP � FIRST SEEP- ° V O APPROVED EQUAL ro TDP OF cAltEwa •' C. 45" BEND 471 NOTES: f T N HCR-9►L.4.ORow ° °° ° ° ° A L:�.YIE� r — • Bw -MANHOLE ro CONFORM WMEAI GLASS B // / / N 4 C.1. D I SCHARGE A1i11N C-476 STANDARD SO E1Nn•C o OAICKiIIL° NATIVE 43 ~ 01 _— P I PE (TYP.) " ? t'o--sT aD-sT r COME ° ° ° ° RACO'LL LINE S -ALL z FJNTEAM OR EATING h � (3/40 0* BACKFILL Tu Box T, F* ,.,2 ADS N—12 OR SMML BE WATER TIGHT - (3/4'^O' PACT D ° ° o 0 — � APPROVED R13C1O COMPACT To ° ° � ° °° MAOGIMJM p�y a I.E. SHOWN -CIUMELS TO OF 3/4 VF]RTICAL M DERSiTY ° ° 0 DENS, � a 912 'rt 1�- Se EQUAL DEFLECTOR ON PLAN HEIGHT OF PIPE-SMOOTH FINMSH 3 - � o O ° ° i�/ / A TGF' VIL:� —RAM-fdu a "T-Im M GE ° �/ "Goo p • f IIe1 ON ALL MANHOLE 66 MANHOLE SECRION alANUlJ1R BACKFILL ° ° °° 0° cl 0 It -1• C4 -N0K DROP MAXIMUM 4` •_ 0 0 ° 0 N EPIPIAL DISTANCE INVERT TO INVERT (VANA� 1 4•) 0 0 0 / Oi BIUlEI1 S 1 OE Y 1 LIN ADS N-12 X C.(. -MMRUI HDGHT OF STANDARD - ° ° ° / / COUPL.I NG FERNCO m s° ° . � " 1070 OR APPROVED -Se>E DRAw►w NO. t10-ST MANHaE/t:ATal •Aw11 SMTP � . . : � • TYPICAL SECTION -- 6 —0 DUMPER CURB EQUAL a -11NoaMouTIE m BE USED WITHER STI,I OUT PIPE F; '� NOT TO SCALE �- -Is Y Got In$ MIN. .2W TALL BETWEEN INLET AM OUTLET 10. N' HIGH EXTRUOm .I. BAND CLAMP 24 SQ. 10 GA. OR + E-1 PLATE INTERIOR CONC. CURB • I IN EPDXY. I PROVIDE EXP C. 45BEND & EXTERIOR COATED SIN ?d w Bon+ SIDES. JOINTS AT [O' ac W/ ASPHALT PAINT tMAX EFOR - t•�. 11' MIN. aMr sACM�FIIl w STREET AREAS (L)nNCH CO. TYPE OR PIPE LAN w APPROVED EQUAL..) SECTION 1. IF S/W IS AGAINST CURB, FILL V • FINISH GRADE - NOCK TO SACK OF S/W. r —L-1' -- 0.0. --• 2 P S/1N fs NOT AGAINST CURB. � � � FILL ROCK 2' BACK FROM CURS. r w PARKM LOOT StWACE A" Ir OF 3/4'-0 CWMOVACIE>D AS SPEW BASE MAIERLI� • i•�tr r.•• '•;�r� •t. NOW: BASE COURSE �• ��::.�•t- . . . �-r�,. s..,:4 :..�.�•' ', �a e ALL CURBING -'°11°0R/DE CATCHDETAIL STANDARD MANHOLE PIPE BEDDING AND BACKFILL DETAILS TO BE 3000 NOT TO SCAM + NOT TO X" NOV TO SCALE P.&I. 28 DAY EXTRUDED CURB P•C•C• NOT TO SCALE '-0" MAMMAE ST&S MUST BE TIGHT AM FITLY ' 3/4' SQUARE N FAME DF SKIN: EMIEDOM THEY M W AM MEET TIE ASAI v TES FOR wTHSTAMNDING PULLING OUT. A /,_ \` A 0 a p B o — • W/WHITE BACKGROUND Cla uu LL 1 • MINMJM 18' WIDE - '-' -- _- - I -— - L7 O P 9 Cl n 0 BBLY 24* HKiI STEEL. _ G_1/W' L � T. ��..JJ a a I eao • MOO" LETTERING I Q a ❑O U4 C4 • I a v 1 w • \� 4 GALVANIZED MINIUM LET1F]RNiG - I STEEI. POLE OR THICKNESS - 1/2- ,'• APPROVED EQUAL I'-ON 5'-Ow 5'-0" • EDGE OF SIGN - ArROINVD t �•�--10"---� a- Rf1 TVP. --- --- I • tZ` I 6" TED TRAFFIC ARROWS PAIN I I I I I - COPOLYMER POLYPROPYLENE PLASTIC I + SECT aN B - B NOT TO SCALE T- ( -- .TE-— I MIN. Y 1/2' GRADC MIO RESIFORCEMENT ,• If--B•--..� ENCASEMENT II , 13' Cc 1e" �- I2' MIN - _--_ 3-3/8* FOR XQT ION A - A tla� PLASTIC SAFETY STEP 1. CONSTRUCT SONS PER THIS DETAIL UNLESS •'--•-5/r d" OTHERWl5E REQUIRES+ BY I OCAL AGENCIES OR •� :' •. — THE MANUAL ON UNIFORM TRAFFICE CONTROL ! ••• •_ , ',' DEVICES (MUTCD) AS REFERENCED IN THE KEY NOTES ` •• ~ NOTES: 2. INSTALL 4' FROM I= OF TRAVEL SIJRFACE. p J/4' GALVANIZED BAR r� �'�� .:. - 1!4" ALLEN HEAD BOLTS 5 T OP U A F� I LONG RECESSED ] ��'/�� 1' :•.: :� - ALL PERMANANT CLEANOUTS ,l1 SSE CIVB. SITE PIJIIK (:iEET IIQ� 1.1) FOR SIGN TEXT. �' "'' ' HAVE BOLT DOWN COVER 6w NOT TO SCALE MATERIALS: ',:•::�,:�.,,: 1z- NOTE: STOP BAR SHALL BE THERMOPLASTIC PAVEMENT MARK 1 NG MATERIAL 4. FOR -SVW10L- I IFORMA71011 ON SIGN. REFER GALVANIZED: TO MMIUTCD FOR STAIOARM i7B (3/4' DIA.) GALVANMZED DEFORMED REINFORCING BAR. 12" REINFORCING BALI CONFORMING WITH ASTM A-913 GRADE 40. •i �+ GALVANIZED COWFORINNG WITH ASTM A-123. ui • PLASTIC: �. ;'• L MUST CONFOHM WITH ASTW C-478. •' STEEL RMWCRCING BAR MINIMUM 112- (GRADE 60. •� r � � � 0 6'M I N. I O'MAX. (2" MEETING REQU10W1ENTS OF ASEM A815 ENCAPSULATED WITH IN,Ecnam MOLDED COPOLYMER POLYPROPILENE WITH SMATED SURFACES 74'FM GALVANIZED STEP ]" w CRQ TYPICAL S I QN INSTALLATION MANHOLE STEP CLEANOUZ RING ik COVER .� l T NOT NOT TO SCALE NOT TO SCALE NO TO SCALE NOTE: CROSSWALK BARS SHALL BE THERMOPLAST I C PAVEMENT MARK I NG MATER 1 AL WC I 00 a PlJ1Is NT PER Na 2, WIDTH PER PLANS E NrnE 6 e. FRAME ! 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SHAL4 BE J000 RSL AFTER DAYS, • SAN( AM; SllUr' RANO —-- - • •~ down 9y rued.° eyor To , 1 w O �O I� 10/12/00 2 PA1NEla ro BE b FEET LOKNM, UNLESS OTIOtwM NNDICATEP BY AR GIIECT. 3• r Project No role A PPANION JOINTS ro BE PLACED AT SM OF ORMVEWMMY AMMOMCIE% a: t;I11� C VWTY VAULT% WI�IOHAMR RAI % ! AT SPACa10 NOT ro EMCEED 40 FEET. � r �- - 817E DETALS G REFER TO ARGNTECT PLAN$ (DETAIL NO. 2• SHEET NQ Al.1) FOR SIXf:MMIIJ< JOINT DETAIL ---- — ' CLASS OC* ASPHALT 3" (PARKING AREA) 4" (DRIVE AISLES) 24-1/'r 4. falR SIDEWIa.It ADJACENT TO THE CURS AI+B POUIHD AT TE SME TBE AS THE meet r,lie CM TIQ JOINT SETWEBM TEEM SMALL IE A TROWELED JOINT MTH A MITI. 1/Y RAOMS. 1-1/2" M I Null CPUS 1t'D 8• (PARK I NG AREA) 10' (DRI LIE I!I SLES) -� - - - — - J A. SHEIMILN SAMA. NAVE A MOIR" TIRCIM SS OF A INt�IF MOUNTABLE ROCK BASE NOTES CUM a USD on P SBtWMIII IS INTEIIOE>p AS PORTION OF DIIIEWMIY, O11Ot� SIDEWALK SILL HAVE A MI IMIN 11B7ONESB OF 4 94CHM COMPACTED SUBGRARIE 1. 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FOUND ,RGI ROD A5 NOTED EET _-- ' _=SS-'-- - =ter- - _ --66'r-` -- - d� - _ F - e1 r10N ROD CB RIM-251.49' NEW PAVE►+ ,NT (O RLA s�+m 4r p �� W IN (12',E) 218.5' --- 01TLIETPA -- w - NIf 1.1- 1 --� -- w w w _ _ 731.�r .� IE 18' 2483' *STOP AHEAD' �_ • B� �- _ 30.00' Prf -- _ r ST 'BUDS) 1a 17 �' w/VAC NTH YE40W PLi PC CMP"' U' ® EL. cmic Box O a R .28 AO' � � 8.01 PER AS-BUILT I 9 i yy ; i\ ( CAL) \ \. , "ST SERVICE + I 38);, 7) "CCP PER A5-BUILT ® ELECTRIC TRANSF01111iR � \ \ �6$ - OADlN!, DOCK I II I 1 , 1 1 J - 12"DI PER AS-BUILT COLI POW" POLE 06 = I b^ n `" ^' N \ \ '• / FRED MEYER H I I .�� •►y, / ( HOME IMPROVEMENT CENTER) 11 / ® GAS ca n �"N {r T EXISTING (1) STORY 1 y RISER M,Tny LINE AMS T ( �, ' 6, L� I l � r / RETAIL BUILDING - - CONCRE ov OAS VAiyE GRAPHIC SCALE LETEO TV�KO ��� � o � v G- U4U uc UG �--uc -=,=U G uc AREA-33.796 S.F. � 1 I I U SIDEWAL ��APPROXIMATE ." OQNS z - �` 1 - ® OAS VAULT f '� CURB LOCATION , too 11 --- / A ALT PARKINq LOT \ \ �+ \ 111 ' `E� RI N11aw00'00 1 / / ® TELEu7NE SER 13.15' yi i / / ® �` �►B EU uGt - FD BRASS DISK / V SSMH / NE CORNER FINISHED FL I l TRAFFIC 61ONAL BOX y' - ill ! ( � fir ) �UE'�T � /J RIM/EL-w271.99 I j 5`' ��� _ � � � ��RDSON DLC N0. 53 E1-280.41' �p I tool 40 fL QE (�INNIMG ` B IE IN (4-.NE) 270.8' \ ` O TRAFFIC 610NAL POLE OJT (6-,SW) 279,5' UC k VAULT LIL FD 5/8' OR NO CAP" ® �A1owuo g0r1M t ---- �_ ' -- ---.•, -- , 1t J OUY ANCy/OR 6' CHL --.Jr--.-- I O? RIM r.u. i POL PST_ r' HEW FOR DLC LINE • 4� T M4,1� _ .- -- --SU- -s0-- t J07.25' 1 1/Y FIRE Q POLE EAST 0.34' I - a • Hat 1 - EYStONE ---- 1 30 LIE MET" G7 A PARCEL OF t' I CONC. A % 4 _� 1"n4 W' •, °"� O °s I ' �1(;N ® uT1UTY yA1M10LE ''i' 1 NO PARKING' PgOPERT IN SF.CT1LyN 38, TOWNSHIP 1 SOV'TH, RANGE 1 INFEST, OF f11E WILLAVETTE MERIDIAN, ` \ OPEN AIR SALES 1 281 UIMJYY �� / % FINISHED FLOOR 8 i 1' � \ • 1RFNCH , \ F/ !N THE CC>t1NTY OF WA5i11NGTON AND STATE OF OREGON, DESCRIED AS FOLLOWS EL-273.75' / �- I \ \ AREA-8,734 S.F �/ DRAIN i \?y9 11\ BEGINNING AT Do.' N0R1WEAS7 CORNER R � _ v/ i -"HCR I 1 , ` __._._------ -•---------- --_� � R=316.45- NORTH ® UTILITY VAULT � U' OF THE QEORGt ICHARD60N DONATION LAND CLAIM N0. 5S• THENCE NORTH 89'!XY00" WEST /,LONG THE NOR UNE � II wCtC>o�i'AIRS I LOADING COCK ti1NLDMNG • � ` 1 ' � 6 �, � v� m . OF SAID RICHARQSON DONATION LAND CLAIM 444.10 FEET TO f / (TYPICAL) I l �OSCZN Rflr-27 Loa' �o N CHL h - - ' �4��1rW FnE DEPT. CONNEOTION aro THE NORTHEAST CORNER OF THAT TRACY DESCRI IN DEED TO DAVID 4. NELSON, ET UX, RECORDED IN c I 1 / ) 157�' FTRE HYl71RANT $OOK 332. PAGE 129, DICED RECORDS N +IRDS OF SAID WASHINGTON COUNTY, SAID POINT BEING THE TRUE POINT OF /, .v BEGINNING; THENCE SOU114 00'12'00" WEST ALCWC THE EAST UNE; OF SAID NELSON TRACT 452.OJ FEET 10 CURB s I / •w I / I C1j _ Sys -GUARD RAL, � v� E SOUTHEAST G�7RPIEF'R THEREOF: THENCE r10RTH 89'10'00' WEST ALONG THE SOUTn UNE OF SAID NELSON GUARDRAIL SU -� \ I / ((TYPICAL) I I (1 14'M MfATER TER ;LOPED CONCRETE \ TRASH COMPACTOR RAO \ BRACT 20.60 FEET 'I'O THE EAST UNE OF THAT TRACT CONVEYED TO E.S. GOODEI,L, ET AL, BY DICED RETAINING WALL I `� N N G� •CD 'b RECORDED IN BOOK 347. PAGE 667 OF WASHIMGfON COUNTY RECORDS; THENCE SOUTH QO'12�00" WEST pLON;! .�. , u rw a ,,, N °N° a 4J, N m 11 y ® WATER VAULT SAID EAST UNE ,265.24 11LET TO 714E SOVTH UNP OF THAT TRACT CONVEYED TO THE DUANE COMPANY' BY II � DEED RECORDED IN BOC" 825. PAGE 616, WASHINGTON COUNTY RECORDS; THENCE SOUTH 89'48'p0" EAST I f I � 3 DOME I TIMA `cck R I I 1 �► 1 1 I , f I I I ( \ \ % O 9OLLM0 ALONG SAID SOUTH LINE: 118.47 FEET; THENCE SOUTH 36'12'40" EAST ALONG THE WESTERLY LINE OF' SAID II 1 Fp 3/4" IP I DUANE COMPANY TRACT 11.8,47 FEET TO THE NORTHWESTERLY RIGHT OF WAY UNE OF 711E PACIFIC HIGHWAY, I II I ` NLS 1 I I 1 I I I I I 1 \ \ S27'46'53", 0.63' ® MAIL Wm h SAID POINT BEING 50.00 PEET FROM THE CENTERPNE OF SAID HIGHWAY AS MEASURED RIGHT ANGLES TO SAID 1. / BUILDING T� ''• R e �►1 1II 1 1 1 1 I I I I N2a CENTERLINE; THET4(� NORTH 53'45 40 EAST ALONG STUD NORTHWESTERLY RIGHT-017-WAY UNE 222.75 FEET �r II I I � OVERHANG � I 1 s+o w u � ` � ���� T stlaN .•. TO A JOG ,N SAID MQHT,CIF--WA'Y LINE; THENCE NORTH FD 1/WEST, t.e2 - (��) 1 - f , I X6'14 20 WEST 10.0'J FEET TO A JOG IN SAID lllw, 1 11 '$ J1 24.1)0' cOo CL(J1110UT I�iI,yIT-OF-WAY LINE; 114 14 NCy'1H 53.45'40" OAST ALQNG SAID RIGHT--OF-WAY UNE 507.48 F4ET TO THE ( I t0 AS- IGT 1 lMYTMY SE>I�R MMNHOLE OAST UNE OF THAT TRAI,CT CCNdVP1E0 TO THE UyANE C ANY BY DEED RECORDED DECEMBER 19, 1968 IN { I WATERLINE ^ � I 11 �- �fR P�AIN�DAS � 1 I � I CURB � \ I�OOK 727, PAGE 868, WASHIMGT I1I / II DN COUNTY RECORDS: ENCE FORTH 36"14'20' WEST A40NG SAID EAST LINF -J coNFta�RAnbN + 1 - F2.1 �j 1 I I (TYPICAL) $4 59 FTET; THENCE NOii!TN 34.31'20" EAST ALONG THE $ODYN UNE OF LASTS D DUAN COMPANY TRACT GENERATOR UNCERTAIN AT T E v ; C8 z.tD f I \ ,�• ■ CATCH � 1 t• r• M � I O SHED � I I I WR.MI QT UST QO�IIP Y I N 14.5 . THENCE NOR 114 1 I I o �E 4000 10 EAST ALONG :SAID SOUTH LINE 40..;4 FEET; THENCE NORTH 3552 40 I 1 � 'r �OC, 1�0�97 � WAYS(+ vµ1Lt MA►�Ol� Q CAST ALONG SAID SOUTH IMdE 44.87 FEET. THENCE NORTH 33' 26'30' EAST ALONG SAID SOUTH UNE 49.58 1' L'''OS I�I � � (INN FRED NEPER STQIRE) ,F, � I I 1 I t�245 I I I II 11 �� SANITARY X'MER MANIKU (FEET TO THE WEST RIGHT-0F'-WAY UNE OF SW -11ST AVFNUE; THENCE NORTH 2Q'03'21" WEST ALONG SAID FENCE 1 \ A N EXISTING (1) STOIRY 10• FII i- M 1 I AI EA�12.313t A ES I I \ �+ %WST RIGHT-OF--WAY UNE' 24.10 FEET TQ A 316.45 FOOT RADIUS CURVE TO THE RIGHT; THENCE CONTINUING E RETAIL BUILDING 10 AIN _ 7. ALONG SAID RiGi1T-OF-I�A►Y UNE AROUND SAID 416.45 FOOT RADIUS CURVE TO THE RIGF(T A DISTANCE OF I+I g,,- c�+c AREA-+00.912 S.F. R MSER a.M I I , J I , I I I I ,f N e '9 ® STORM DIlAMI MAN14aE STAIRS (INCLUDING MAIN FLOOR. T C- U - U I G- t, _ I r;a.v.;" 159,53 FEET; THENCE CQNIINUINQ ACTING SAID WEST RIGHT-OF-WAY UNE NORTH 00'10'21` WEST 99.89 FEET WALK ON PAD a I --}--- j I l 1 16 PON[ �::j '.,� Iel,� TO O ILII ^I I BASEMENT AND ALL j 4 THE YH RIGHT-OP-WAY NE O!- W SPRUGE STR T; THENCE TENANT SPACES) � >0 e• FIRE PERI qs-e ILr I ( v1.11�►GI' 1 ")- / �j 'u•!,>;,., CO CI'3 � LI ; E;E SOI,ITH 89'S5'3!i WEST ALONG SAID 5 � � •r, A � 4/ Cy TH RIGHT-OF-WAY UNI: 731. FEET, MORE OR LESS, TO THE NORTHWEST CORNER Of BLOCK 'B' OF 015TRlBI/TION LINE EASEMENT----' I I I RECFSNGD I f I ! I I I I ;I 1 (us BANK) METZGER ACRE TRACT'S QF WASHINGTON (COUNTY, OREGON RECORDS; THENCE SOUTH 00'15'00 EAST ALONG PFR BOOK 629, PAGE 526 I I DOCK 1•i � I ASP4ALT 4RKINQ LOT I � � DECID^S YM ONTHEAON LAND CLAWEST LINE OF IM. �E'Nt NORTHa 900`00 125.40 �5 FEET TO THE NORTH LINE OF SAID RIC 10 ! 1 1 I 1 I I I �1'�� POINT OF BEGINNING. 4 WEST ALONG SAID NORTH UNE 13.15 FEET TO THE TRUE I I I / f 1 a" Cif) 16.51' / EVERmcm TIS 4 I' TRASH COMPACTOR PAD 1 NOTES � (� II /,' / .j I >E 10St B RIILZ 2.15\ I I I / / / . � MAPLE 1 ` d! ••, ` J J I N �" / ® TUT DORM (GEOffCH) LOCATION 1. SJRVEY AS SHOWN WAS PREPARED FROM A LEGAL DESCRIPTION. TOQETHER WITH THE EXCEPTIONS FOR " 'III 11 STORM UN^, LOCATION IS THE PARCEL CONTAINED IN FIRST AMERI AN TITLE HSUR,ANCE COMPAi IY OF OREGON PRELIMINARYTITLE � I' > ® `� � e"R�Y �� �� LINCERTAIN FROM HE,R��501TH 1 I REPORT ORDER NCI, 895265 MMTH ANG EFFECTIVE DATE OF' FEBRUARY 22 2000. THE D' RIPTI WN TO IINC,EERRTAIN AL BELOW l 1 If / �� - Esc oN s14o I( �«, ( ski s� / _OH- OveyIrlEAp Pov" LINE HEREON DOES COhIFORM TO THE DESCRIPTION CONTAINED THEREIN. STAIRSBUILDING I I 1 / 1'^ r- OYER"ANO 1 M I f I I / -UO-- UlbLllQtpUNO P01p1 UIQ I ' � 2. ACCORDING TO THE FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NO. 410276 0003 B, PUBLISHED BY � � .4' (TYPICAL) I / I I I / / -$TOP THE FEDERAL EMERGENCY MANAGEMENT AGENCY AND WT14 AN EFFECTIVE DATE OF MARCH 1, 1982, THIS SITE � 12"/C c. PIE ' � 1 1 0�7T N" / � O- � � �APPEAR$ TO BE LDCATE D WITHIN ZONE PC (AR4AS OF MINIMAL FLOODING). 3' cHl '� -2ss.T32/ / , naBI TRt / / / -w- UNDEAOROUND WAIF LINE 3. BASIS OF BEARINGS- BEARINGS ARE BASED ON THE LEGAL. DESCRIPTION CONTAINED IN THE ABOVE TO TENANT E • _ • . . ' ;� HCR / ' ' ! 1 I I I I I /NOt1 /• / --ss- Li1�UQIQLJ/� SANITARY LJIIR REFERENCED 711 E REPORT AND FOUND MONUMENTS AS SHOWN. II RAP ROXIIISER MATE • '� �� ` •1 6"CH A ' ' I I� I- I I i ' --SO- UNDENORpUND STgW LINE 4. ALL BEARIN AND DISTAN REPRESENT M ASURED AND R CORD DATA UNLESS NOTED OTHERWISE. `xA11QN) __w ------- w I w�• -- T-- GS CI: ESE Q DSLOPED CONCRETE- I I SSMa I I I N D/IN R N EXT f ��' / UND ROROUM TEI,I)p+HONE Lt1� RETAINING WALL RIM EL;2Z :88' Ty HCIT I- - � ;SIGN. ' I r `DO RIOT E TER" I I 4'1 SIGN i I 'MO TF.UCK " 5. THE FIELD "K WAS PERFQRMED BETWEEN MARCH 1 AND MARCH 13, 2000. ASTORM- LOCATION � IE IN (N) 23><. ' ._- / STOP" STORM UNE PER I) - I I IE IN (Nw) 254 END ZERO REVEAL CURB I J I -SIGN 6. ELEVATIONS ARE BASED ON FOUND GRASS DISK AT THE N.E. CORNER OF THE RICHARD SON D,LC. NO. 55, CIT' OF TIGARD 8 CIL TENANT SPACE I 1E OUT (S) 254.8' B" FIRE PER A5�BUILT f / I 1 I I "RII,jH; IN ON Y SYMBOL ELEVATION ,. 276.16' PFR U.S.B,T. BOCK it. PAGE 756. I 0 BE REMOVED I O/ 1 I / I CU `NO PARKIN N8a"1Q. rW, x1.071 S.F. ® /� l o. ' 1}"'�_• I ( �) -.-J T. EXI TING ON-SI UNDERGROUND EU=CTRIC CABLE,. AND TELEPHONE LINES SHOWN ARE UNCERTAIN 20. - I D"bF WATER UNE BASED $PON A AIL RECORDSOPROVIDED TO WESTLAKE AND LOCATE PERFORMED BY APPLIED sD--- - p- \ (I ' FD 2 1/ ' BRA§5 Pis I I I lo, •l V d .8I EUEp ! ,/ / \ �• • r C� 022;28 LS 12578 7996 I .. PItOFF.SSIONAL 1I_ _ G' AFF( CON Dl EASEM TI $E'�tVICES (APS). T� / 8. THE PLANS F(r,, THE ORIGINAL BUILDING CONSTRUCTION DATED 7-22--36 INDICATE A NUMBER OF SPRINGS � 10 � ; � � \ ��� �; 1 � �ER Fr N0. 7n04427 � AND GRAIN T1LEp UNDERNEATH E EXISTING MAIN STORE. IT IS UNCERTAIN THE SIZE, TYPE, DEPTH, OR DISTRIBUTION LINE EASEMENT I 1 s �' \ \ �' / h, I I I 18'� TALL SIGN / / E ACTUAL RECOREI LCICATION OF THESE Dr AIN TILRS. PER BOOK 629, PAGE 52� 1 '!^ \ VN \ ` v 'FRED MEYER' Zoe T- � I, � I � ASPR,ELT�ARK NG LOTL4 \ I � V e�V��,J0 �, .11 1 /' / I ` u \ ( IL) I �` /- PINE ST ....� CURB ''LEASE REFER rp THE TITLE REPORT FOR ALL I MS CONCCRNINQ AGREEMENTS. r IE:NS, WAIVERS, N I •� \ I d'� rr, / ASSESSMENTS, LEASES, TAXES AWD OTIIIER MAT'79RS OF RECORD WHICH 60 NOT REFLECT ANY SURVEY FQ 3/4' IP I I its \ �9, \ I 1 ' m�I +� W S RULE ST MATTERS AND AIIE NOT LIS7E0 BELOW. THE FOL_OWING ITEMS WERE LISTED IN THE COMMITMENT NOTED IN N7514'3;"W, 0.78' ► �s t, / N OUR NOTE NC. 1, AND ARE LISTED HERE WIT I OUR COMMENTS. FROM PELSER MON r- � I 4'WA9ER C5 EASEMENT CIREATED BY INSTRUMENT RECORDED FEEIMUARY 6 1967 IN BOOT( 629, PAGE 526, FOR 111E I ��M� �� 6�� e� � I \ �,� • � @ENEFI f OF PORTLAND GENERAL €LECTRIC, COMPMY. F THE F URPOSE OF CONSTRUCTING, OPERATING AND FD s/q' IR W/ TENANT PPACE �f MAINTAINING ELECTRIC TRANSMISSION UNES. AFFECTS THE SOUNWESTERI_Y PORTION. "PELSLRR LS 280) TO REMAIN HELD / 1!5,534 S.f, . S I � Q EASEMENT CREATED BY INSTTZUMENT RECORDED JUNE 29, 1967 IN BOOK 1645, PAGE 113, FOR THE I s �•� IN. / / / G @ENEFIT OF GULF' OIL CORPORATION. ,'•'OR THE PURPOSE OF INGtiE55/E:GIRES5, SIGNAGE AND LIGHTING. � i '�' $SIH I !. TRIM EL-263.64\,", \ \ �, AFFECTS THE SO�ITHWES RLY CORNER. b 1 i�_IN NE) 250.5 �, •l ANTER I IE* �NW) 250.5' ' Q EASEMENT CREATED BY INSTRUMENT RECORDED JANUARY 2. 1970 IN BOOK 767, PAGE 764 FOR THE I c�IE OU1'(S) 250.5' I ♦•4 @ENECIT OF ME GER WATER DISTRICT. FOR THE PURPOSE OF CONSTRUCTING, OPERATING AND MAINTAINING A •� I. _ BEGIN ZE VEAL CURB � CURS / WATERLINE. AFFTCTS THE SOUTHWESTERLY PORTION OF $11E. I ' ?s \V�k'�`" (TYPICAL) / Q 'IT LINK LOCATI�tb 15 •�! q" / Q I 200.84' �1NC611TMN FROM NQRTH \ / z I AEFITEASEMENT CREATED BY INSTftUMENT RECORDED OCTOBER 261 197!1 qS FEE NO. 790442 r 2 FOR THE I o LpO�CATIN iNa ABpvE. / c14 OF THE STATE OF OREGON, BY ,AND THROUGH ITS DEPAISTMENT OF TRANSPORTA ON, HIGHWAY / i \ I (slzE uN ALSO) a �" r' DIVISION. FOR E PURPOSE OF BU;LDIND, OPERATING AND MAIN GAINING TRAFFIC CONTROL FACILITIES. / / / � 0 V I • ® E1 ip �TI� I AFFECTS THE SOI.ITHEASIERLY PORTION AT THE ENTRANCE FROM S.W. PACIFIC HIGHWAY, I � 10' WAM E EASE � � T � � � o 78 . PAGE 784 ?\ �' .� 1 ,e Q9 ANY RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF 711E FACTS DISCLOSED BY I I \` � 1�1 �#1 1 // Q �� t�-14"tr A SURVEY DATED JUNE 1998 BY OLSON ENGINEEARING, INC., JOB NO. 5874. (A) A PLANTER IN NEIGHBORS i I I ?�, '; o !% / CRY 11-2"� I p I I .�,�,t 1,L R ,�=�' / (Bus STOP) LOCATES EASEMENT (NOTED ABOVE AS EXCEPTION 8). IT APPEARI; THAT THE SIGN HAS BEEN REMOVED; EVIDENCE'; OF I I r. I \ � � , AN OLD SIGN POST WAS FOUND. PLANT$R DOES NOT APPEAR TQ BE AFFECTING ANY EXISTING SIGNAGE. I I I 40 \ `E � / ;,/ CLARIFY IACATM 2-13-011 I A �.'/ 1. THE CONTRACTIIR SHALL HAVE ALL EXISTING U1II.W3 LOCATED PRKA TO STARTING ANY ( \F'I CITY OF TIaARO ® DECLARATION OF CONDITIONS AND IRESTRIC11ONS, E>4ECUTED BY REC COMPANY AND RECORDED DECEMBER / •2' / I \ co as9 \ i NgRIL 16, 1996 AS FEE NO. 961114W. PROWS FOR INGRESS/EORESS AND UTILITY AGCESS 1p COMMON ROUTES I 5•src - . / /A _......................._......................(ICI. TREK - / l�j Z ATTRITION: O0IEOON LAW REQUIRES YIXI TO FOLLOW RULES ADOPTED BY 11� pRE17OIN SIN � � [` 7 4 I DRAT P ,� J UTILITY WWXAT CENTER. THOSE RALES ARE $ET FORTH IN OAR 950--001-0010 THROUGH s Fa udo ••'•e ' _( ) OVER ENTIRE PARCEL. . N S8 �� /' / Q P AhIF' F n» u dMcrlbed 1r1: S8�4d OD"E \ �'Q* ` /!1^ / OAR IIISZ-001-0019. YOU MRY OBTAIN COPIES OF THESE R� BY CALLM THE Ol7NTER. TON PE NO ]_-_&W-0612- FD - ----_ FD 5/8" IR W/11PC c�� 13 kYc / y /P` // / rA (NOTE: THE TELEPHONE NUMM FOP% THE OREGON UTI ITY IQTIFICATKIN CENTER 14 ('303) L to:Follow............................ ........( I "PEL$ER LS 2801' cT! 232-111'!117)• Attach....... ............. ...-... ..( )' F' 5/e• IR w/YPc ,. �� / / 1 7 �E Jai By �. QQ00 � \tea / / 11' � '� I 3. 1Kf EXISTENCE A,IO APPROXIMATE L ATION OF KNOWN V1IJ 0!1 HELD i "PELSER LS 2HELD ` SG /�`9L� �tY / Iq 1 •-4 SWWCTUWS SWINN ON ORAINN NIERS DETERMIO EA Y A aEARCH OF AV 'E > p9- S ool PUr,A.IC RECORDS. THE LOCA AND�EPM OF THESE U TIES ARE FROM REO AWS Q .� F� RE AIL 5T / /O r / /// 11 TSSINIED TY OTF ,R1NEOM111ER OR THIj ENGINEER FGF! At:gIRACOR T)OAIPLFTE.iNI SS A rno■�t+r rr.c.Mee By ' '� !1 � 981334 08.25.00 A .: CONQRETE�: ,ry� 1 // 1 C CONTRACTOR TQ NOTIFY OTY. O"TY, ODOT ACRD AL. UT111TY (#IPNNES A OF A8 �` E �E UNOERGROUME) U'TIU 1E13 SH01AN HAVE BEEN LOCATED FROM ELD SURVEY INFORMATION AND EXISTING SIDEWALK +' q0I�P .�, // t THAT THE UN�ERGR ND UTI TIES SHOWN CI PRISE ALL 5.1 �, 11° / / 1 HOURS (2 BlI31NE53 DAYS PRIM TO STA/Rl OF Of$1STRUCTIOII BY CALL/1O 'CINE Ml" AT CROWING$. THE SUI MAK S NO ARANI$E I 246-06" OIL 1-"eq(�� 332-2344 AND Ate. OTHE1t xABLE AGENCIM AND SH ooMPLY ;UCH UIP. T MI 111E A. E14N INJIERVICE OR ABANDONED. THE :%URVEYOR P)RTHER DOES NOT I c 4,� �/•' MIN ALA. OTHER R&QUIREMElNTS OF OAR 952-Om-polo TN vam oAR w2-GOr-�io UTIU ES SHQ�M4 ARE IN THE EXACT OCATIONtI INDICATED AL' QUGH HE �'. & e o' � � �xI$7� CSDI'�TICX� I�ROUMD / ti AF LOCAIEa ARE REhlIES1ED AIq UTIIJTY OOIPANIES AVE PR0IADED LOCAfEs1 DOES ANT T1FYT AT ARE LOCATED IAS ACCURATELY AS POSISIBLE (MIA INFORMATION AVAILABLE. 111E N / � � , / OM1R SIR POTWU To THE DW74 of THE uTIUTY To VOWY LOCAIM SURVEYOR HAS 107 PH CALLY LOCAT4, THE UNDERGRQUND UTILITIES. / `" OF Alt yN0E11011M o u11LT11>rs PIMOR Tp COMENRING WITH IM AID PROVME VICINITY MAP -- / �/ �► / TIN fFLAI(E oONSLA.rAITa W. POTENTIAL OOWIXTS, N.T.S. '"••' / j S to 6. M OON111 Y" SHALL IRE ! E FOR COMMA" TLS R"CA11011 OF KOM Z,�X/ � AND OVW&IEAO U14JTIES,' Q11A♦t No. d� C 91 / of 11!00 sw PwAft Hwy 8172000.0M Act 17 w d:'�9R`'*slae6b, ,7�'pii!' 'y q,r4pv4d 51 L:[".�.,,4('•4 1 .>N, t ..M _�_ __� _.__--T^- .. - 4�A.:.j'' '-i. .,� _ '•Ifs ',--' .. "'"^..,i..••�-•'".�wy.-+""-M,.,� -•- 7--.�..yr I",. / ,. `r; .. .Lew.. . - :w.,.,-p !0 117 114 . , i ,,,r, �;1; I (111111 lilllll 1111111 IIIIIIIIIIIIIII 111i111I1111III !Ill!IIIIIIII!1 lllll!�II;!I!!! !I!IIII�!!lllll Il!IIII!!!IIIII !11!1!111! � ' ' qul�tnllt�nnh�llnl�n11111f'I►RIII�iNml�i�nldl�i�llnf�Ilhtahlfi�iiulrllrhrnlnlfirrrli'�I nrlM�ruri�nldr�r�i t . ,..4"".,R... ,:.•.w•�...�-r _ IY_., - � � D '� � .111 .r ` ,� , .•.. ..<,.., .ILLI ..,-._ " �t ati ON -- _ _ -- —4 -- - —_--- 5 / \ ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY /e .ItTHE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH p► IN OAR 952-•001-0010 THROUGH OAR 952-001'-0090- YOU MAY OBTAIN I. REFER TO SHEET NO. COA FOR LE:GENU. z� S N -- -Ei•• - — // //" - �6 _ COPIES OF THESE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE g .W --- z NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1"7). 2. REFER TO CIVIL SITE IMPROVEMENT PLAN SHEET NO. CIA FOR LIMITS OF NEW SITE CONSTRUCTION• I2" 36'W _ \ n w tv __ ----12"W�------ i?"W ---� \ 3 ABANDON EXISTING UNDERGi20UND UTILITIES WITHIN AREAS OF BUILDING EXPANSIONS UN SS ° N ; OTHERWISE DIRECTED I�EREON. rs �� •� C T AVENUE S. 1 S 1 REMOVE EXISTING BROKEN \ p� �iy 4. REFER TO CIVIL SITE PUBLIC IMPROVEMENTS DLAN (SHEET NO. C2.1) FOR REMOVAL OF ITEMS I WALK O ALLOW NEW �j \ WITHIN THE PU13UC RIGHT-AF-WAY. ---- w _ T \ S. nF"00TIQN Of NA.NT I nIN . AVAILABLE RECORDS DO NOT PROVIDE SUFFICIENT --- --- \ INFORMATION TO DETERMINE THE EXTENT OF UTILITIES SERVICING THE TENANT STORE 10 BE A \ REMOVED CONTRACTOR SHALL VERIFY THE UTILITIES SERVMG THE TENANT STORE AND PROVIDE THE INFORMATION TO THE ENGINEER PRIOR TO DEMOLITION. PROTECT UTILITIES TO V I BROKEN CURB ALONG , (,'RAPHIC SCALE REMAIN IN SERVICE. FROM D-AMAGE. Pf UG OR REMOVE ALL ABANDONED UTILITY I.NI:S. BOTH DES OF DRIVE AISIE \ \ • �� + UTILITIES SHALL INCLUDE STOkM AND ROOF DRAINS, SANITARY, POWER, AND COMMUNICATION Io LINES. -= - \ x,31 11. REMOVE EXISTING TREES PER TREE PROTECTION PLAN, SHEET NO, L2.0 (DASHED OUTLINE). 4 OR ANG U 014 ( \ • ( DI IRL'I' ) 7. 5TH#' DRAIN SYSTEMS _ NORTH �S2f EXISIINg MAIN sToBEL PLUG WIGHT I T f EXISW UAL 51 \ �\ \ 1 inch 90 11~ OR REMOVE ALL ABANDONED LINES. REPLACE PIPING TO BE REUSED WITH COLE COMPLIANT EXISTNC WALL TO REMAIN PE \ \ \ MATERIAL IF LEFT UNDER BUILDING. I r B QUEST COMMUNICATIONS HAS INDICATED THAT A TELEPHONE CABLE ENTERS THE PROPERTY THROUGH THE HOME IMPROVEMENT CENTER AND WILL NEED TC BE RELOCATED TO REMAIN IN USE. IT IS UNCERTAIN Ca $ I ,� •� ! IF OR WHERE THIS UNE ROUTES TO THE MAIN STORE. CONTRACTOR SHAH VERIFY LOCATION OF THIS �• '\ ` • \ UNE AND PROVIDE THE INFORMATION TO THE ARCHITECT/ENGINEER PRIOR TO DEMOLITION. 1•�� • : : I';' ..i \ _ \ S. CONTACT WASHINGTON COUNTY SURVEY OFFICE TO RESTORE DCL MONUMENTS THAT SHALL DE DISTURBED a y; }] .' •` . • .. ,: i. .• • _ —L_ _ _f,'" REMOVAL_CF XIS NG� IMPROVEMENT GE I . t• , \ AY CONSTRUCTION. NO WORK SHALL COMMENCE UNTIL WASHINGTON COUNTY HAS PRO%4QED 4UJTHOR IZA710N \ TO PRO(=. COORDINATE RESTORATION OF MONLIMENI BY WASHINGYON COUNTY SURVEY OFFICC t ' • • , • ,• 1. REFER TO ARCHITECT PLAN SHEET N0. A0.28 + \ CONTACT GEORGE WIZER. 50.Ti- 93-4825. • .• , • ' FOR REMOVAL LIMITS UNLESS OTHERWISE NOTED. 4 1 w • T • ' • • , \ \ 10. ALL ELECTRICAL CONDUITS AND WIRING TO REMAIN IN USE SHALL BE BASED UPON THE ELEC7RICAL 97E 3 :.���" •. •. • ' . �• T 2. SCARIFY SURFACE OF REMAINING SLAB PRIOR �•• p EXISTING ' HQME ,�• TO PLACEMENT OF OVERLAYING PAVEMENT PIAN. �T N0. E1.0. ALL UNUSED CONDUITS MID WIFMQ SHALL ■E COMPLE7IELY A■AWOONED AND/W U,, I I • .` ITi11PRAYEMEhI'f ,CENTS ! •, v, •. SECTION. OBTAIN ENGINEERS APPROVAL FWAOVED UPON COMPLETION OF CONSTRUCTION. (k OF SCARIFIED SURFACE PRIOR TO PAVEMENT •• ''• CONSTRUCTION, 11. THE CONTRACTOR SHALL PERFORM THE DEMOLITION AND REMOVAL OF THE ITEMS NOTED ANU 1 I •� • t ANY APPURTENANT STRUCTURE IN ACCORDANCE WITH ALL APPUCABLE JURISDICTIONAL c� '>I • • • •• • � 3. PROTECT REMAINING POR•tI OF EXISTING r REOUIREYENIS. • . v• ...• •. .' . . .•.. �� • : :.• NORIB AND EAII WALLS AS INDICATED. Z .. '�' •• �+•---- '�'' �, �•; 4. LEAVE / PROTECT EXISTING UNDERGROUND REMOVAL LE9END • '+ ., '1 ' STORM LINES 1N PLACE. PREVENT DEBRIS FROM \ ( � ENTERING THE SYSTEM. \ • s TE TH ORM YSTE \ AB110NOON EXISTING I ____ G}-- ; i . ,' • ••� � - - ---- . B GAS SETtM( • . • • o ABANDON ROOF DRAIN (TYPICAL). \ lS� SgEWALK Al slAe REIMOVAI. •� PWG TO PREVENT SILTATION INTO y \ '� PEMOVE WHERE INDICATED) • STORM DRAIN. � C\ \ \ oo -- I Lhl \.• , I • /, ® DFIUL]LnoN 11�TCH L)NE(I01�_��: + \ \ �i�\ • •• . , •11 ; SEE ARCHITECTURAL PLAN (SHEET NO. A0.1)• FOR ` \ \\ �� ••• '•.• ,• DQS7ING P.C.C. SLAB AND WALLS TO REIIAAIN ^ i 1 DEMOU71ON MATHIN MATCH LINE. • ' N I 10 �` " ';' \ STM PAVEMENT AND CURB RIEM L Q O -•45. ' / / �-UG \ \\�� / (REMOVE WHERE INDICATL�D. LIMITS 01' REMOVAL a i '•• . ' / 3 ALL BE 3' BEYOND EXTENT OFSITE PROPOSED i � JUST MANHOLE PER i�UC+'/' A0 2 IFOIt EXTENTOFMPROVEMENTS)1.1 APIC I EET N0. C1.3 1 REMOVE ALL LIGHTS IN PARKIN; , \ \ L1uj AREA (10 TYPICAL). ABANDON UNUSED N i Nps ELECTRICAL CONDUITS. (COUROINATE SAW CUT AND REMOVE WITH ELECTRICAL ENGINEER FOR NEW TO DIMENSION INDICATED. ♦WEST END OF WALL ufj �y UG ) ` � `'J LIGHTING PLAN ABANDON EXISTING PO%WR I SERVICE AND COORDINATE1-�- RELOCATION OF UTUTY POLE I l� r l ' -� —U6 RELOCATION ■■ BY UTUTY COMPANY TO - -- - -SD- I SD - --- -SD -�- _ AVOID NEW DRIVEWAY. S - '- - EXISTING TREE ' / ABANDON EXISTING POWER/COMMMUNICATION ; '�• • • • `rJ' _ - S. � � SEE NOTE NO. d. I LINES AND CONDUIT'S. SEE ALSO NOTE ti0. d. 1 ■■■A■ ■■■■■■■■■■ ■■ ■■■■■■ ■■�■■■�■■�■■■■■■ ■ ��-• °St \ RELOCATE WAT1Di I I c r--a------c-- W -- - W ----- W SERVICE PER UTILITY - PLAN SHI NO. C1.3. / __ _ _ _ --_ - . • I _ r -- c ABAPgON ROOF ,, / I a 3 • a -�- --------------- ABANDON -------•---- --� ,• DRAIN CONNECTION _ - ss- / / / \� REMOVE PORTION OF \ \ \ A\/C 1.11 1 _ , CURB TO COMPLETE \ \ \\� �/s`.[rtJ _ CONSTRUCTION PER T ----..� a �` ABANDON EXISTING STORM UNE TO �S SHEET NO, CIA \\ \ NORTHEAST CORNER OF EXISTING (P � ♦ �, \ \ ` 1 MAIN STORE. RE-UM REMAINING • ; ` \ \ \ \ 411.i Ho 1 !� UNE FOR NEW ROOF DRAIN CONNECTION, I \ \ \ i 43 ` t / ps \\ \\ I I 1 1 / / / ► \ \ � • / / � \ \ \ LLJ cc 1 , ABANDON EXISTING SANITARY LINE, MANHOLE AND CLEAMOUTS ' , �� � 1 '• ` NORTH OF EXISTING MAIN STORE. (COORDINATE CONSTRUCTION \ ; / / j/ ' �• � � '. `�• � \ \ � TO MAINTAIN SEVICE TO HOME IMPROVEMENT CENTER UNTIL. IT IS NO LONGER IN USE. I III ` t 1 / 0— _ EXISTING MAIN STORE —_ _------ RE. USE EXISTING SANITARY SERVICE -SO SD- -SD - \ CONNECTION FOR EXPANSION OF SERVICE INTO NEW EXPANSION. •I � \ EXISTING TREES. SEE NOTE NO. d. 10 PIP cr ABANDON HOSE 818 • I / 0 ABANDON EXISTING CATCH BASIN71.111 AND RE-USE EXISTING PIPING ss R w V i t i o n REMOVE PORTION OF \ / / al SEE SHEET NO. C1.3. SEE UPLITY PLAN SHEET NO C1.3 (DASHED OUTLINE), ---+_� , CURB TO COMPLETE I t /� // \ SEE ALSO NOTE NO. 5 ABOVE RIGHT: I __- SS _y 11(: -- CONSTRUCTION PER �► / \ I ss-- —�— PEFMI EKE 12-ts-M 1. ADJUSTMENT OF THE EXISTING SANITARY MANHOLE. I , _ FEYME SS --- S5 -. SHEET NO. C1.1 PW CM FI 2. RELOCAl10N OF THE WATER, FIRE, AND GAS LINES. I a �/ / REPLACE CATCH SS - - _ T•.p-Q) I I I I t 1 REMOVE EMSTING WALL AND BOLLARD I - 1----_ G -- c,`' BASIN WITH CEEAOUT Z ��L)CAM 2'50 I 1 \ TO ALLOW FOR NEW CONSTRUCTION I ' PER CIVIL SITE (MININUM 12" BELOW FINISH GRADE). I d ___ / T �- T UTILITY PLAN SHEET CL �\ I % _NO. C1_3 d' J` IF IR _-_- _ _ --------- / \ ®, \ 08.25.00 LNANT STORE U?1LJTIES ■'. \\.\\ \ \ t'roNet No. n EE NO NO. 5 - ■ \\ XIS I1NG TENANT S \ \ ■ E T STORES TO REMAIN CML OEMOLMON PLAN \\ __ _ • Ira It nic I -` _ 9Ftset No. REMOVE FENCING AS INDICATED. F!EMOVE GUAfipRAIL ANd CURBING O REPLACE EX 7�NGAVEMFNT - --ALONG WEST SID STORE ---�•- ---� - -�--- rq_—,�__ — UG UG- REMOVE EXISTING CATCH BASIN. RETAIN AS INDICATED;�IATCHED AREA). �3H! ��� -0H - - - �- PIPING FOR USE PER UTILITY PLAN SHEET � - ,- ( I NO. 01.3. -^ -- - � I 11Nsswpwi e"wr COm2o f _sR:Qoaeeeer d .......... .v •1: ..:.fie, .5�.„.� _ °.. rz Hw4f'T r�rr.;r;.,l T .. vy„ .. n. . -.. . . .n. +.y�'-a nt"Yti5 •ty�.. r� Mrw, ..,. .. .,. .. ..� r.4 � ' ,.; k - yam.,, r' np v.-a.y.M." , , ,r. , • - ItR�./al� w`�rl,,�.�:c.;.r�p,jr..... � ".':.. �• ...�tyc `' .x , r•,.,r. r.,. ... . - _ .,--_-.- - .. u,. ,.. - .. ,..y.x,;^.r...r..x._-.r• ., .. ., ., ...r<�n-r:fC'+ytR�•'< :A i 1 7 I7� ``. � ' 1 I�I�fI!I1 I a, IIIiI l�I1V`(�llll - I • � ._. •:' �y 1I�a�lllllll IIIIIiI���; Li1111llilllll illllllllll►I I I � ,� �}� _ II Illlllillllllll IIIIi.11lllllll IIINIIIIIIIIII lillllt'llllllll Illilll�lllllll illllll ail I►I r � • I VIII ill III . � .- .- t I�IMfIffMI1111I1I�1�f�� 111I��N1I1�ItI1R1i1111hIN1 N r - .-.n..-,:.-----_rrr..�w•..•,..,-..-......�.«..-...+m...•.a....n....r. -..:.u.o,n�.-w�.w.wr.ru.�.r-,r�sa,•..w..+•."..�c...�e.,,.•', ,�, ,.,..ri' . .:,,..vtl�+. „, w r•wr.v-..�IMPi/MMWIa71M•ir!IAM+.' _ �.... '9�'-, -.« •- _ - .. ..,••„ ♦... .-. .•�,•,pM.•„,•�..,.,,yy,.r. a.wM.1Ml+•R•trr�+•'vr.VaM✓I..�.mn �•urs..�l�wtlN.1..I...--+.w-.....,...www.�.l.wl�+.wr.w.ro.�.,•A+fYs' >wa.w�w+.w+..•.heMe.YFM.tl'.Mn+.n.w }. , y - I I: c t j' 7 7 4 ryf t , a , ATTENTION: OREGON LAW REQUIRES 1'Ol1 TO FOLLOW RULES ADJPTED BYENER.AL NOTES KEY NO ___ ---_ -- _-_ -_--- - - --- - / \\ THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARf SET FORM ---- -.- -- --_. ' I. ALL PARKING STALLS ARE STANDARD (9'x18.5') UNLESS OTHERWISE DESIGNATED. 4 �6 N N _-- - IN OAR 952 001-001 0 THROUGH OAR 852-001-0090. YOU biA1 iigLAIN CURRIED PARKING LOT LANDSCAPE I.,�MU). 14 6r 0 0 \ \ COPIES 3F THESE RULES BY CALLING THE CENTER. (NOTE.: THE TELEPHONE 2• HANDICAP PARKING STALLS ARE 9'08.5'. � _ r' \ \ NUMBER FOR THE OREGON UTIUTY NOTIFICATION CENTER IS (WJ) 232-1987). (� CONSTRUCT MINIMUM 8 HIGH SCREEN WALL SEE o �IL c 3. COMPACT STALLS ARE MINIMUM 8'x18.5. SEE SHEET C1.2 FOR ACTUAL. HEIGHT. ui w STRUCTURAL_ PI..AN SHFF.T PMOL S1,0 FOR SEbTION. GRAPHIC SCALE 4. ORiVE AISLES ARE 26' CLEAR UNLESS OTHERWISE DESIGNATED. ® I'NSTALL WHEELCHAIR RAMP PER DETAIL NO. 3. spa S. W. \ \ S. v Y . 71ST AVENUE _�' \ o u w w ,x, 5. bINIA;°ll l TURNING RADII ALONG DRIVE AISIL$ ARE 2S'. SHEET N0. A1.1 i _ �/� \ 1 6. A MIN I4UM 20' NIDE EMERGENCY ACCESS LANE IS AVAILABLE AROUND THE '/MN � INSTALL SI(,t�: "NO 11iRU TRAFFIC" SiCki. MINIMUM INSIDE RADIUS - 25'. MINIMUM OUTStDF RADIUS 45'. _ -- ri0 -- -�- --- � - �'- ,s�''� ��� _` \\ \ \♦♦ { [N !'E='1' ) � INSTALL SIGN: "RIGHT 'TURN ONLY --- / o�� \ \ ♦ \ r � 1 Inch � so ft 7. LIGHTING LAYOUT gY OTHERS- �- / \ 1 --r--��r '/'� ` \ \ ♦ 8� STOP SIGN AND STOP BAR r a A \� // \\O ``` 011401 �.� \�♦ pp, 8. REFER TO SHEET C2.3 FOR IMPROVEMENTS WITHIN THE PUBLIC U DOUBLE YELLOW UNE. / ♦ \ \ ♦ RIGHT-OF-WAY ALONG S.W. SPRUCE STREET.. THIS INCLUDES SIDEWALK, • �� - �\ x \ DRIVEWAI APRONS. CURB RAMPS. AND PAVEMENT REPLACEMENT. 10' MINIMUM CROSSWALK.0000 _7N x \ \ 9. CURB RADIUS AT CORNERS SHALL BE 2' UNLESS OTHERWISE NOTED. INSTALL $Il;N: "LEFT TURN ONLY' p, •.� - �.�� 1 \ ♦ \ \ 10. .5TREET PUBLIC IUPRO u QTS:_ SEE SHEET NOS. C2.1. C2,2, CONSTRUCT /BIKE PARKING PAD. MATCH TYPICAL of \ ♦ \ ♦ AND C2.3 FOR IMPROVEMENTS. !D2EWAIJ! $FCTIO'nI. ('i YPICAL STALL DIMENSTION iv "1 1 ~ \ ♦ \ \ ♦ 2., '.5.D'). INSTALL SWE RACK PER DETAIL ON w 70.0 LF 14• Abp �00*0) s-,1, � \\ ♦♦ \ ♦ \ 11. IBC�A it-REONWS: ADD SEE SHEET DIRECTIONAL 4 FOR WS IN LOCATION AS SHEET N0. A1.1. 0. ��"' �.� \ ♦ EXISTIFL SIGNS PER INSTAL 4' HIGH SCREEN FENCE.. SEE ARCHITECT � SHEET N 1 12 PLAN, `riEET NO. AIA FOR DE?AILS. 1 \ I •.. I rr 1� -- -r- --- -- -- - __ _ .- _ _ �\ \ � I� � �b �'� \\ \ CO• �gd(�: INSTALL_ AT ALL STAIRWAYS AND PA1H5 GREATER THAN � I • I \\ i - ` ♦♦ \\ 5X SLOPE, BOTH SIDES. � INSTALL SKGN: 'TRUCK TRAFFIC ONLY' 1 ` 1261 \ . \ ,\ - - --- \ \ \ 13. CURBS ALL CURBS ALONG DRIVE AISLES SHALL BE TYPE "C". UNLESS LfM1T UNI' FOR EXTENT OF BURIED EXISTING NIC I ♦ OTHERY'ASE APPROVED BY OWNER AND ENGINEER. ALL OTHERS MAY BE EXTRUDED. 31-AS 10 REMAIN. II -- \ 14. SI °K CONSTRUCT12J: SEE SHEET A1.1 FOR SIDEWALK JOINT DETAIL. ® k STlt.: RETAINING WALL. TO Rt MAIN IN PLACE. • a,� EXISTING WALL REMAIN IN PLACE PER SHEET NO. F �o N ® \�♦ I 15. %AL CO To SEAL COAT ALL PAVEMENT SURFACES UPON C0.2. w COMPLETION Gr CONSTRUCTION AND PRIOR TO FINAL PAVEMENT INSTALL HANDRAIL PER ARCHITECT SHEET N0. At.t ' II \\ o, vI $ •• MARKINGS. AND MINIMUM 2' HIGH EXTWJDED CURB (BOTH O i O -- cc 6p / SIDES TYRICAI..)• V I 1 I II \\ u _ c -_ c $ _ - - c -f_ _._1.0 + t 'L ♦ \ 16. PAVEIIENJ S PING: PAVEMENT SURFACES SHALL. BE REPAINTED TO CONSTRUCT C°IARDRAIL Al' TOP OF WALL PER v�0 1 Z I \ \ ® FOLLOW THE PARKING AND TRAFFIC CONTROL PATTERNS, INCLUDING ARCHITECT SHEET N0. Al 1. V ^ DIRECTIONAL ARROWS, INDICATED HEREON. ALL STRIPING SHALL BE •�� MATCIi EDGE OF DRIVEWAY APPROACH APRON PER a" 1 1 I II \\ u to 45.0' 5 11 8 ST 4' WHITE UNLESS OTHERWISE NOTED. ALL OTHER PAVEMENT 0 SHEET N0. C2.3. b • MARKINGS SHALL BE WHITE UNLESS OTHERWISE NOTED. I I) \ i♦ \ I I I II �► V ® CONSTRUCLEQEHD ETON 5' WADE P.C.C. ACCESS PATH AS --- I 81,0' (9 STALLS) - I 6.5U' � "� SHEET C0.1 FOR ADDITIONAL LEGEND) INDICATED. SEE SHFFT NO C1.2 FOR GRADING. %♦ XI N STANDARD CURB ® R W ' WIDE B I I II \ - - 6�j, i \• ♦ EXISTING D REPLACE PER DC 0. DETAILS NO. RD 700 P.C.C. SI PROPOSED CURB AND RD `1251 SHEET N0. C1.5. REFER TO ti I II -- _. - ___-_ -_- _-- _ ♦ ` `� SIDEWALK SECTION, SHEET NO. C1.4. FOR LEVELING - --- ` - -_ ---- - -_- --- - --- ♦ �� \'9 � C COMPACT PARKING STALL COURSE AND SUBGRADE. CONSTRUCT WHEELCHAIR � RAMPS AT END 01' WAD( TO ALLOW A.D.A. ACCESS. _---- 9b.0' 1 ST ® ♦♦♦ \. \\ \`.•/ `♦ & HANDICAP AC;ESa�9LE; STALL II \ \ \ _-___--__-_-- ^ ___ ___ _ - +, 7 T S X\♦ \ \ \� \\ \\ /� ♦ ® INSTALL HANDICAP SIGV, L _ ( ) \ \\ PER DETAIL ON SHEET ^ / \ ♦♦ j\ J� LIMITS OF NEW PAV4'MENT A1.1. CY 28.00' -- --- 28.00' - - 26.00' - - 28.0' 5.0''-� 54.0' (6 STALLS) 5.D' ♦ \ \ ♦ INSTALL HANDICAP STRIPING. PER DETAIL ON SHEET II �� 63 p' 7 T7S ) \ NEW P.C.C. SURFACES NN / \ \ �\ \ \ \\ ♦♦ - �,\ INSTALL MINIMUM 5 SQUARE PFDE$TRIAN LANDING, y I I LLL :I II MAXIMUM 2X CROSS-SLOPE. -- + / \ \ \ \\ �� ♦ H - HEIGHT (OF STAIRS - I _ \ �\ \ A1i ♦ ) ® CONSTRUCT RETAINING WALL PER STRUCTURAL V / I II \ 1' l - 20.1'1 \ \ \ W - WADT}4 (OF STAIRS) SECTION. ON SHEET NO. S1.0 AND REFER TO SHEET \, `�'�", \♦ L F LENGTH (OF STAIRS) NO. C1.2 FOR GP.ADING. ¢ _ -__-_ -_-__ ♦ ` \ \ ♦ (PERPERNDICULAR TO TRAFFIC) STANDARDPARKING STALLS AT 80'. 9.0' x 19.0' 11 V I J2.0 (8 $ 8 ST ♦ \ \�\ \\ \ ♦� ® MINIMUM) Ul 04 I U I a -_-_ __-- ---____-. - - ---_ - - - _._ 'r"� ~♦ ♦\ \� �\ �\�OD - COORDINATE LOW COVER LANDSCAPEING TO ALLOW 3.0' • N ♦ ��� OVERHANG AT ENO OF PARKING STALLS. ^ I \ - --- -- CONSTRUCT STAIRS PER DETAIL ON SHEET A1.1. � II CL ` \ MATCH DIMENSIONS FOR RISE / FUN INDICATED. a (n t _ t t t J J J v \♦ \ \ ` 1)'' f!Y _ - CONSTRUCT BUS STOP PAD. SEE DETAIL THIS SHEET. INSTALL WHEEL STOP WHERE INDICATED. PER DETAIL 1 \ � 1 ON SHEET C1.4. PLACE FACE OF WHEEL STOP 3' \ , \� CQ _ FROM END OF PARKING STALLS. (n \ \ \\ N N 1� \ \ ® INSTALL 'ONE WAY. 'Do NOT ENTER' ENTER SIGN. _ �\ - _ - I I w www w wwww wwwwwwww w w w www wwwwwww w - - -� � \ ® INSTALL f,•HAINUNK GATE WHERE INDICATED ON PLAN - `- -- SHEET. SEE ARCHITECT PLANS FOR GATE DETAILS. I .50 10 14.79 • • • • "-� T , -- • • I --- - - \ tic \ INSTALL THREE BOLLARDS AT 6' O.C. AND 12' CLEAR NLy " END OF EXISITNG SI�EWAL.K FROM EDGE Or BIDS STOP PAD. SEE SHEET NO. A1.1 / �' n- 1 f�- �► \.Y` \ FOR DETAILS. 8 STALLS C - - - -- -c -C�\- - - - 1 1 4 tI`'I- c © PLACE STRIPING FOP. 'CUSTOMER LOADING ZONE" 400 16 STAIRS ` ) I �� \ . \ � \� \ \. -- 251.9' - - - -r �w yt'� \'• FOLLOW STRIPING PATTERN FOR LOADING ZONE OF !6'Hx16'Wx18"L 1 \ : . HANDICAP PARKING, SHEET N0, A1.1. S.W. 72ND I \ 1 I - - \ CURB CURVE TABLE \ 1 7 .0�8 STALLS) 81.0 �9 AL S) '19 AVENUE PROPOSED �\ CURVE NO. RADIUS (ft) LENGTH (ft) DELTA (HEAVY DASHED UNE) WESTLAKE IS \ • 1 a"'� 3.0' ^`•. �\ `\ \\ \\ -- -- RESPONSIBLE FOR SITE LAYOUT BEYOND I 1 t \ \ REMOVE EXISTING --� BOTTLE RETURN lI\ \ OADINGER 1 \� \ \ ` \\ CURB M ALLOW j HO __ (SEE ARCHITECTURAL PLANS I \ \_/ 45.00 35.15 44'45 25' BOUNDARY INDICATED. SIENNA IS j \ ZS RESPONSIBLE FOR LAYOUT INSIDE THE ZONE -•- 9p.o' (1 STALL.) \® \ \ \ CONSTRUCTION ++ 1 I \ 0 25.00 11.61 26'36'38" BOUNDARY. e 10 STA \ \\ ♦♦ EXVIONG M i V� 1 ` ♦ RIGH -OF-WAY I I I ® 55.00 43.01 44'48 21 \) 1 - -- - - \ \ ♦ w _ � . I \ �� \\ W1ALL PAD .►� 55.00 43.04 44.50'20" \ \ \ - Ui I 1 1 5 25.00 50.88 1 6'36'38» - 1 t I 1 ( Z Al S) I \\ I O ®c I 5.00' �. ` \ •. I I I I C6) 5.00 34.60 . » _ �v U� J I I I I 5 ss•o2 36 PROPOSED OPEN � \ \ " -- I t'J 85.00 34.87 23'30'17" AIR SALES (OAS) \ 1( ) � 45.0' 5�STALLS ♦ \� ` \ ; tCC PROPOSED NORTH I e -30.00 20.98 40'04'03" (SEE ARCHITECTURAL PLANS) ti /� \\\ -NEW 6' I I EXPANSION . �"- 2s ® \ \\ \ 5,0 1nA/.o SIDEWALK I 1 1 (SEE ARCHITECTURAL PLANS) \ O 10.00 21.98 125 55 41 --- - 1 - __ _- . -.. T ♦♦ \ \ \ BUS STOP SIGN ' 1 \ --- » EXISTING FRED MEYER - - ALONG HWY. 99w I 1 I 6 STALL \ EXISTING CURB I I 1 5.00 10.99 125'55 41 - NOTES: ON MAIN STORE \I I 1. REMOVE PORTION OF EXISTING CURB ^ a I I 1 I\ 11 5.00 10.99 125'55'41" \ 1 16 STALLS .0 5,00' \ \ AND PAVEMENT TO ALLOW �.,J 0- I I ♦ CONSTRUCTION. wo 12.00 1!3.85 90100,00" \ --- 1 � 03� \ 2. SEE SHEET NO. C1.2 FOR GRADING. c �\ 00.0 (10 STALLS) 5.0' 90.0 (10 STALLS) r► I I I I \\ 28.OQ 43.98 90'00'00" I - 2d.0' S.0 N! I -- -_ --- � I �J / � �,� •, 3. �Q$!;� STEM WALLS AND PAD I 1 30.00 13.89 26'31'19" \� 1 I �� % ♦ AREA WITE 4 SQUARE WARE MESH \\ OR APPROVED EQUAL. 130.00 35.45 15'3721' 4. CONCRETE SHALL. BE 3000 PSI, I I I ® 20.00 21.1; 60'323'26" �I _� �� 8 ST \. 28 - DAY STRENGTH. R ® V I A I o n • II \ I, I I I I © 5.00 4.72 94.04'19" 1 99.0' 111 STALLS \ ?CST 1861,E www 1 1 ® 5.00 7.88 - 90'00'00' ; .; ; $ � � PLAN VIEW �,' W PM CRY 1-2" NEW SINGLE PROPOSED SOU a.ARFY LocATEe 2 '01 COMPACTOR I (EEE AREc'FXiI cNuRQNPLANs) ` 1 � ,� I (MINIMUM 6"EnHICK� I I (SEE ARCHITECTURAL PLANS) \ \ 15.0' (5 STALLS 27.0 36.0° (4 STALLS 7.0 1 �► S° • SEE SHEET NO. C1.2 I I \ NEW C�iNDENSER AND REFRIDGERATION I �g� _ \ FOR GRADING) I DISTRIBUTION CENTER (RDC) ��� �N do FUTURE BUS I\ . (SEE ARCHITECT AND MECHAMCAL PLAN \ \\. \\ o SHELTER BY OTHERS (DASIr'ED) \�\\\ TOP OF SIDEWALK \ \ \ \\ \ I I I \ \\\\\` \\ \\ •� \ �� ]. ��4rS\� �\^1 I - - MINIMUM 5 1/2 -- - \\\\ \ �, `� r 1 I 3/4'--0 THICK OVERCOMPACTED Roo - \\\ DUAL COM RA TO OAS \ '� \ sT I13ss `4 - -- w \1 I I CRUSHED ROCK 0 Ota"r, aY \ \ \ \ (ARCHITECTUR - ^ \ 1 1 D OVER I \ \ (7) STALL. (6"IIx6 Wx2 L) 1 I I COMPACTED SUBGRRDE. 98134 08.25.00 CONSTRUCT 5' WIDE SIDEWALK WITH FRONT EDGE `AT \\\\\\\ I - P,.pct N� oal" I� 'NG STALLS, CONSTRUCT SIDEWALK TRANSITION T� \ Sc D OF ARK �J r E I I I I _ ATCH EXISTING SIDEWALK (TRANSITION WIDTH VARIES 0' TO 1.3') I \I \ CIVIL 9F�rF• u4YOUT PLAN I I I \ \ LESS OTHERWISE NOTED. SEE SHEET C1.2 FOR GRADING. Ni �\ I \� EXISTING 130. \ `VERIFY WITH ENGINEER PRIOR TO CONSTRUCTION. `� CURBS AND I \ I \I FINISH GRADES - (EXISTING TENANT STORES TO EMIAIN) \ CONSTRUCT CURB Tay. ,� �.��� -w a a. _ w.�•- .� _ -...mow _,.,,moo _ - _ - _ _. - - - -_ _ ._ ,,,.� - - - - -- -_ - - 1 \ - \�_\\\' \�`� \\L ` \\ \_\\����-1\-1 I I �I PLAN t No. p _ HEIGHT VARIES FFP GRADING �g F 20.0 LF® o GARDEN BULK STACK-OUT - - - __ --__ �r -- - - -- -- - - � ,-� �-�� SECTION A-A I i I (SEE ARCHITECTURAL PLANS) TENANT TRASH _ _ �" ---_ -- °hf- - ---- --off --`n' 1 ENCLOSURE _ C w._ � �T- __- I I (SLS ARCHITFCTLIRAL PLANS) �! •_ -TENANT _ ��� _ I � NECONFIGURATIONL -_ � BUS STOP PAD . of I I SCALE: I'-10' I I I I (SEE ARCHITECTURAL PLANS) Poo too 1 _._......_._« aa.y.,.. t lqr- 10 t2 14 4 • a I1,go I �Il ~ 1 I•IIII lIllll ili�� �L�IINIIMI II Illi ! 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