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8250 SW HUNZIKER ROAD-1 FILE NO. HUNZIKER STREET - 8250 STR. OPN._PERMI7 . CPI'Y OF TIGARD \ EXPENDrWRE RBQUEST i 'This form is a multi-use form. Appropriate receipts must be attached. Documientation 4s, important for all purposes. Staple documentation to form. VFSIDOR NO. : — DATE: S - Zo--91 n � PAYABLE TO: _ e-V1 re-yc ocnts�4 Ucl�VA, Inc RBQU STED BY: _ I f7 5,�v ac i� — Approved request due Wednesday 10:00 AM to A/P for checks by F-riday. MISCELIANBOUS F"CPENDITU U S: Date Description, Invoice No., etc. Account No. Amount O -ZSS�Ira fj -2- 7- L— 'It7'rAL Mileage $0.255 APPROPRIMON BAIANCE: AS OF: SIGMIU2E: (Up to $25.00) Section Manager _ Purch. Agent --- ($25.01-2,500.00) Division Manager ($2,500-01-7,500.00) Dept:. Head ($7,500-01-3.5,000.00) City Administrator ($15,000.01- ?) Local Contract Review Board _ ke/1501. ` APPLICATION - STREET IMPRO'? 'MENT/EXCAVATION COPY TO: ORDINt:r.,'E NO 74-14 (WHITE)-FILE (YELLOW)-IN3P. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY bldg. ,xj (BLUE)-APPLICANT APPROVED X I APPLICATION NO. - 463 NOT APPROVED L CITY OF TIGARD, OREGON FEL AMT.: E $ 36.00 _ PENDING FEE. PMT. [ CITY HALL RECEIPIC: LZ�7-7T7 PENDING SECURITY ❑ PUBLIC WORKSDEPARTMf-NT By DATE S l 3 /9I PENDING AGENCY "OK" ❑ .Application and Progress Record PLNDING INFORi IATION ❑ FOR STREET IMPROVEMENT/EXCAVATION MAIN SER oN RE DBOND_N _,-_ ANNUAL 7C PENDING VARIANCE ❑ _ EXPIRATI N ATE. PERMIT NO 418-91 ---�__ DATE ISSUED, �3 /_`IBY (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _99ncre a Driveway. ron Concrete Sidewalk _- AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS APPLICANT __James Severson-_ Z94-o4SW Heater Road Sherwood, OR 625-7731 NAME ADDRESS C17V --`--PHONE CONTRACTOR- Centrex Const 14220 SW Pacific Hwy. Tigard OR 684-0443 NAME ADDRESS CIT\' PLANS BY_ Architects Barrenrine Bates Dee 200 N. State _street Lake_Oswego, OR 635-4425 NAME ADDRESS -- CITY - - -'PHON E._-. - ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): f —900.00 _. - -----_ -- DOLLARS - - (2) EXCAVATION DATA: FOR OPFIC . E -0.04 x s W•DD MIN s 36.00 STREET DESCRIPTION PROGRESS do INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY / STREET _ —'-- P N Hunziker St. se attac ed INSPEC- -- R TION E Q U ESTIMATED STREET' OPENING DATE:._ / / E - s ESTIMATED STREET CLOSING, DATE / / T --- E STREET (3) SECURITY NO. -- SECURITY AMT.: S 900•0 — CLOSED SURETY CO.: FINAL wr�ricHECK 7C CASN 71-80,0-,7 INSPEC, (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS: FEATURES: EXCAVATION LOCATION AND EXTENT. N 1. All work shall conform to City Standards & Srac;ifications and to 5 the attached plan, 2. ) Notify City Inspector Carl UR8 - ' _ _ _ _ _ - - .. _ _ _ I� _ _ �Vieweg (#639-4171) 24 hours Hunziker St. prior to starting .-o>.:k._ - r- -�-- - --- --- - 3. ) Excavator must comply with -�--- ORS 757.54.1-.571. 4.) Traffic control to be ,:ovided 1 I Work area �__,.,.�.•�� I for__by the contractor (8250 SW Hunziker) I I 5. Conditions of SDR 90-0024 apply hereto. - (5) NOTE THE: CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF•WOY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLIC+NT AGREES TO DEPOSIT THE RE091RED SECURITIES, TO COM:'LY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CC)NDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY ANL' EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS, APPLICANTS SIGNATURE DATE -� i •--• .•---��..,.�,-„-y-,.1,.w...,_.,.ry},•--,'.-..._-..,.....�� ...,.._.P,.,�.-,.,..,.._"TAT^T'�"T'-"T'.-.,..�.�......-...—_....�,.....�--�--s.'-------------••-r_.....-...�--•---ti,.-_ e APPLICATION -- STREET IMPRO' "MENT/FXCAVATION COPY TO: ORDINA,., E NO 74-14 (WIIITE)-FILE (YELLOW)-INSP, (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY bldg (BLUE)-APPLICANT PPPROVED 11 APPLICATION NO. 463 NOT APPROVED 11 (:1 I 01111GARD, OREGON FEE AMT. $---136.00 PENDING FEE. PMT. ❑ CI I l' HALL RECEIP _qJ—T-IM-797 PENDING SECURITY ❑ PUBL IC WORKS DEPA R TMEN T BY DATE_ S / 3 /9� PENDING AGENCY 'OK" ❑ re Application and Progress Record — — — MAINTENANCE BON%* PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED r+ - ANNUAL PENDING VARIANCE ElEXPIRATI N ATE: �9 PERMIT NO , 4.18-91 DATE ISSUED: r — _- 1_ _ --- BY: ( 1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL .'u,�creEe DriVewa tort Concrete Sidewalk _ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT _ James Severson SW Heater Roao .3hecwoocJ, OR 625-7731 NAME-- ADOR EES -- CST V`---- -----`PHONE ----- CONTRACTOR Centrex Const 1422U SW Pacific Hwy. Tigard OR 684-0443 NAA'IT ADDRE iCITY PHONE PLANS BY -Archite_ts Harrenrine Bates 1,ee 2OO N. State Street Lake Oswego, OF. 635-4425 NAME Ar ORES CITY PHOwr .'- __ ESTIMATED IMPFrOVE.MENT TOTAL VALIDATION ( COST): S —_9w.00 — DOLLARS (2) EXCAVATION DATA: FOR _ TMMIN. 0Df •b0 . 36.00 STREET _ DESCRIPTION _ PROGRESS & INSPECTION STATUS NAME SU_RF_CE CUT CUT CUT MATERIAL INSTALLED — TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY ITEM DATE REMARKS,'TYPE RY STREET --- OPENED Hwizikeg, St. attad INSPkC- R TION E -- Q ESTIMATED STREET OPENING DATE: _ / / E _ S ESTIMATED STREET CLOSING DATE: -- / / T �--- — _ E (3) SECURITY NO SECURITY AMT: 9OC)•0" 4FINAL REET - -� OSEDSURETY CO.: CCASH ❑ BONSPFC.(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL CIAL PROVISIONS ! COhDI IONS: FEATURES: EXCAVATION LOCATION AND EXTENT. N 1 . I All work shall conform to C'ty Standards & Specifications Lid to the attached plan. I o I I *'•) Notify City Inspector Carl ---- r -- UP8 - ' `, _ _ - _ _ _ _ _ . I" _ - - - - Vieweg (#639-4171) 24 hour.3 Hunziker St. prior to starting work. Excavator must comply with "s -_ - - - -• - - - - - �X _ _ I ORS 757.541-.571. --�- Ixk1vw ---�--�� I . ) Traffic control to be provided i Work area I I for b the contractor (82 50 5C Sw Flt~,Iziker) I I -- j.)Conditions of SDR 90-0024 apply hereto. (5) NOTE THE CITY OF TIGARU DOES NOT, HEREBY. GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT nr WASHINGTON COONTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIEF, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATURE �I-+ ✓� / (~ (��r-i L/tir �_ DATE I1V�,$CTIOti NOTICE City of Tigard P Idinq Department 13125 OW W I Blvd. gard. Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-41il Inspection: Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Inuulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Koch. Date Reouesteds �- 'Z Address: • CGr'l LI .� permit I )[' '7 Builder: THE 7LUDWING CORRSCTIORB An RSQUIRSD: -qAP1 to —r n('s l L11 Inspector:—T_7^ L JIP Date: APPROVSD DISAPPROVED APPROVED SUBJECT TO ARM _ Call For Reinep. CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. :91-c-12'797 CHECK AMOUNT 936. 00 DAME : CENTREX CONSTRUCTION CASH AMOUNT . 0. 00 ADDRESS : 12�100 SW PACIFIC HWY PAYMENT DATE 05/03/91 SUBDIVISION TIGARD, OR 9722-3- 'URPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID ='UBLIC IMPROV J+ 36. 00 CUSTOMER 6EF'0 900. 00 3250 SW HUNZIKER STREET OPENING PERMIT #418-91 TOTAL AMOUNT PAID ENTREX CONSTRUCTION � - LAKE STATES NA BRANCH UNITED STATES NATIONAL BANK 29.72 tat I N C O R P O R A T E D OF OREGON LAKE OSWE00 1230 12900 S.W.PACIFIC HWY TIGARD.OREGON 97223 6 O R PHONE (503)6844443 PAY. ,�U r►L � �. vv j�.i�.( L1. /- �[ o--- -� ��i bol A EH CHECK NO. ANIOUNTt�-,L f— d MAY 2, 1991 16308 PAY City of Tigard TO THE ORDER OF CJ -- 119011; 30130 1: 1230002201: 11, L 000 S 8 i L11� u;,�a0�hr tJ;oz Udvy nay (4Ut i;II Ur I IUAKU »» %V1 We rdt tn,ait-- w.,Vk,t ►G1M�r�•`�t7tr—G[,�iEA�bttMtM oNbl ... '_. — �.. _. �^ on�rn�on♦19l) IttYt . E1710-4 , A4RFFm NT POR EASGM[NTTHIS ` b between ACR) El� r� n•1. enfercd lryl0 ( Y ` C s do of !� year! een . . I P , hereinafter celled Il e /irsf party, and, �JJ ,lf��� ........ r. ..... ......... ,,, hereinot(nr r..011od the • e second p..►ty; WrrnrEsserrr WHER$AS. The first perry is list,reoord owner of the/611010hg described real estate in,11 County,Vale of Oregon. to-wit; • r and liar. Ilse umehirirred rl(J,r to drnnr tha cogen err( 1WHIIJ00 deserlbr,d rel,rfrre (o said rvtal estate; NOW, 1'N!'121;'l'ORE, in view of the premises anJ in consideralG,n of Ona Dollar (Vol) by (he 1•econd pirly to the first pnrly rod and odwr raltrable considerations, the receipt of all vl lvlkl? hsrreb), is ecknotvl• edged by tho first parry, thoy lsgrec or. lollml•s, 7,1te first party does hereby grenf, assign and so ortr to the second Party A.. (Irsotf here n 1('11 de►cription of the nature and type ul the eesemerst granted ru the second portyj 7Y1e eucund party $11.111 huge ell ritl)ts of ina►PNti And egross to and from said real estate (inclt►dhtd the right from luras+ to lime, os'cept as he-rehin/tor rrovided, to rut, Print aril remove frees, brush, overhanging branchan and olher nns) ra rurr,rth fol Clio Aecor)ct/)er(y's ucn,enjoyrttent, vperafiun end stainlenonce Cif flit easemcn( hereby grHotPd •.nd all righlk Arid prft•I1eges I»eident thereft�, Except as to (he aitirs herain grenle(1, rhe Pr"t parry shall have the full usv arid eunfrof of rhe above da- Acrihed rcul estate, 7''Ir second party hereby aprnl, to hold nod the first party hnrmlesr front any arrd ell claims of third par les arip'lig trap+ wond parry's ttse. nt the righr..4 herein grantert. The eali.'mnnt described above r/1,111 con(Inue !er7as- eth ........ ......... Alttaj a NubjeCt, halvev", to (hr• follna'IN4 aprei/i!: rondlflons, remericflons nlIq en .:tderetions; c9� 0 !f this eascmtnr ie for . right of w,ev uvcr or ac►n..v first party's said real estate, fhe center 111te of e+ie1 �i tosement is debt-ribed as follows one] seoond purly'S righl of µ.AJ. ,bell be pnrn/101 with suid center line and riot shore than .,. ,....... ....>(`'� /eel distant front either Lido thetred. during the 1!xiAtene.e of Nti.s easement, its nta' lenance �qnd f/te cost of said malnlenahce shat/ be the responsibility of (check one): [j the first party; the second party; p both parties, share and share alike; [] both particr, with the first party being responsible for .. ...........;1V and lite second party being rasportrible for ....9L. (11 the last !• (selected, the peraenta)(ee allocated to each party should total 100.) TIds Agreement shall hind and inure to the benefit of, ar the ciroumetAncet may require, not only the Immediate partloe hereto but a/no !heir rvepeclive ho/ro, execulors, edmin/strafore and stice.HsorA In Interest at well. In construing this agrventfnr. Ivhere rho context eo regttiros, the ningular includes (lie o/ural and all gram• mAtic<II chen(tea shall bt, made so thvt "" vireemtnt Shall apply equally to individuals tend to corporaliorls, 11 the undersigned is n corporation, it /ta.I caused its name to be signed and Its 'tell/ellibeed by an officer or other person duly authorized to do to by ill board of directors, 1N WITNESS WHERE01', the panics hereto have executed this tesemenf /n duplicate, �-.. .... . , i t. (c.. ,',•. FAST♦A, . �• rfCOND►Awry c. Y.X ;!Itt.Y/fdv rtl try a ts•►0y4en,•Ih,f0100•e10 Hol pnJ � , 1„i,hf•lo1q 01 eiM,wbdry•�/,,l�aFt.lt,e.� � . _'$Tr�7')f �'OI;tJ<•t)ON, � SI•ATB F �, •,ae1<� l�/Y�SN ,� 0 OfiGnbN, , tf,1 F}S • C)r) ln,lhument WA. eekn hs b iI•ledged briurt. moon TAIr fn,l,unienl I ntknolrled ed � f ,..., t .q�.. . bolo uta on . 1 D.�7 n �.ey '!!�1��5,,,,.,�t,,.,.. GCSO►'L r!�'...!1.:.. ,,,�• , .,,..,I,S�A•l�v` FOS-,, �, ..... ..,,,,... ........... .. Nntiry Publl lur 0,roon Hutery Public ornMrcominitflonerphov ,., „„ y.3Myco,nnJulon _ `, /y� EA) AGREEMENT STAt9 OP OR90ON FOR EASEMENT County of }ob, ACTwr►h I vtrlily that the within tnstru- n,enf was rooelved lot record on the dayof...............................1.0.,... .., I at .... ..... u'clock .....M.,and recorded ANJI in book/root/volume No .r.ct IIc„w,o pa/e ........................ or as fee/1110/instru- ro� meat/mlcrofflrn/recepflon No............_... eeec+nofl+a L!, I;OGOrtI Al ................................... , of Said County, I; ' (ISRblNO AtTVAN Thi I Witness my hand and Gehl of Count),oflis•ed, I ............................... Hann• ............... ...... „ 04A140 TyTlt ny....................................................Deputy ..M 10 1 .14' t 1 J �;trt• 'i�'r.r�.. f �.1•. AA v 4t •—.+..�.�..".....—=��., � ..•'--.�/`y��..}�,� ^- r ,'� I,�1�I .. f.l'iit4{'r 11� F �I I .,.N, +;',' �Y �� .7t• Q' g I ocr_ ILI' 41 ,L` , ��11 r, r•rri; ,N,h r -- rL r rn�Idnu I e.In•1 'r7 11,111 Fn.;Gffl Cfr..l�n-t'� . Li�lw v- �- N r R _ -p ? m z s Y o � � (\o 7- O_ , y 3 �• o � _ z p 7 71 Lp Z i-v D ✓ � I,•4� i .�,,.t..� r�'I �-11 G �� 101- o cn 0> o 'a r 7� om A - v p nj M -c : Alf P,p4�1 �7 s 1'bEIAI.IC ;� 21 JN T `` \' '�-- oAPPROK A I _ CENTREX CONSTRUCTION • COMMERCIAL OFFIc • INDUSTRIAL 8250S.A C O �. LIC.41825 ONSTRUCT{ON �?L J P O Fl g T E D TIGARD, _ (503)884-0443 12900 S.W.PACIFIC IiWY. RUSS LANG6[HN TIGARD,OREGON 97223 6 x F.. 10 GA. — '0° MAX. 15'-0° MIN. � p;yy LINF MESH DRIVEWAY / A a1, 6 OPTIONAL w SIDEWALK LOCATION ---- CON TRACTION JOINT B ,T- EXPANSION JOINTS � B SIDEWALK ,1-CURB JOINT — EXPANSION JOINTS A 3 - 0�� 7' - 6" MIN. J 7' -6" MIN. j 3. - 0- FACE OF CURB l0„ MAX. —� X- 0 MAX. ---- '' PL A N '5` i 1 - 1/2 EXPOSURE V _ = USE EXISTING EXPANSION JOINT OR SAWCUT AND PLACE COLD JOINT. SEE OWG. NO. CS-3oc. ELEVATION B-B STREET 6.. cr 10 GA. MESH _ 2" OF 3/4" MINUS 1-1/2" ABOVE BASE ---' SECTION A—A I CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH Or- 3000 PS I AFTER 28 DAYS , F SACK MIX 2. LURE JOINT SHALL 9E A TPOWELED JOINT WITH A MINIMUM 1/2" RADIUS ALONG BACK OF CURB. 3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT II'APREGNATED MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRADE. 4. SEE DWG NO. CS- 300 AND NO. CZ-305 ,WASHINGTON COUNTY PWDEPARTMENT OF LAND USE COMMERCIAL DRIVEWAY AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NO. /7 4 ,_ �_ RLs 6.85 NONE DW"201 R/W MIN CURB JOINT SEE NOTE 5 V Ir , �2" OF 3/4"-0 `COMPACTED SUBGRADE SIDEWALK ADJACENT TO CURB R/W 5' MIN6• i ROAD f_ 2 SEE NOTE 5 I I 2" OF 3/4"-0 COMPACTED SUBGRADE SIDEWALK AWAY FROM CURB NOTES I. CONCRETE SHALL BE 3000 PSI AT 28 DAYS , 6 SACK MIX , SLUMP RANGE OF 1 1/2" TO 3" 2. PANELS TO BE 5 FEET LONG 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES , UTILITY VAULTS ,WHEELCHAIR RAMPS , S AT SPACING NOT TO EXCEED 45 FT. 4 FOR SIDEWALKS ADJACENT TO THE CURB 9 POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 1/2"RADIUS. 5 SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK 1S INTENDED 45 PORTION OF DRIVEWAY . OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES . 6. DRAIN SLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC PIPE AT 2 % SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. WASHINGTON COUNTY '��"�DEPARTMENT OF LAND USE CONCRETE SIDEWALKM AND TRANSPORTATION DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY NO, !��.- �•�---- A94 b.8,9 NONE C S -- 305 FACE OF CURB WIDTH OF STREET DRAINAGE DLOCKOUT I.D. PLASTIC PIPE WITH COUPLING 1/2" R ROAD 2 _ IMax. n � BASE COURSE 8 ,o 9 I. FOR DESIGN SPEEDS GREATER THAN 40 MPN, THE EMERGENCY MOUNTABLE. CU98 CS-300 SHALL BE USED. 2. CONCRETE TO HAVE A BREAKING STREN(;TH OF 3000 FS.I. AFTER 28 DAYS. EXPANSION JOINTS . A. 10 BE PROVIDED 1) AT EACH POINT OF TANGENCY OF THE CURB 2) AT EACH COLD JOINT . 3) AT EACH SIDE OF INLLT STRUCTURES. 4) AT EACH END OF DRIVEWAYS 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET B. MATERIAL TO 9E PRE - MOLDED, ASPHALT IMPREGNATED, NON—EXTRUDING, WITH A THICKNESS CF 1/2 INCH. 3. CONTRACTION JOINTS . A. SPACING TO BE NOT MORE THAN 15 FEET B. THE DEPTH OF THE JOINT SHALL BE AT LEAST IV INCHES . 4 BASE ROCK -2"-0 OR 3/4"-0 , 95 % COMPACTION, BASE ROCK SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER 5. DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPE . A. I.D. PLASTIC PIPE WITH JUPLING. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN 8 REPOURED TO FULL DEPTH OF CURB. WASHINGTON CC"'UNTY CURB NON •- MOUNTABLE DEPARTMENT OF LAND AND TRANSPORTATION USE FOR USE ON MEDIANS DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NO. 18 ( MOD.) CS - 301 - uz - \ T N N N- / n 4p6U os9 6 o Il:YI N 2202 c ,,'�'�r � � N !Aw 9£ Ac ?'Cn Ro. No e°c t IV pue�/C 34 B y /M IV Pi 2200CA9 AC h l /7g T ptb`�C 2 2 01 1� �n 966• ?g r 23-74 /..,. 1.0`Ac. �0g3i ye 7 �� s 6 oes 2100 �'� s o /p, M N C.S. 3886 0 o seta c800 styes ° > 1.36 A,;. 2500 1 o e 57Ac 00 •, t o �. v 25 2�3 0 75,. ot„ 9e.g6 AbAlf N/.� eo'ry 2900 09" s•.as /� o .36 AC qq ^ � I 2 PARTJ71DJ\1 �� L6 AT J990- 082 C S No. !3187) q•.e ( CS No. 1321:) •e k / 2700 0 .94Ac ig�f h ©. y� d r" 2 PL AT 1990 - 041 \� SEE MAP 2S I I /V s •e� i" q u • I �� - � SW ' I HALL BLVD 8485 m w _ I 8465 -� 12300 \ 8445 yw i I sw I ` " a ORO d 4 Ca d33p 365 o 0 1236U I � 19-100 \� a335 n aw I �?p i 300 1 x, G ?60 82SS \ &14c IV 4cINE 01-0 J205 a, 00 I 8196 I I 8195 8015 I co � - __ I MFc I 8r70iO3-80 -800 05 .. � — - 8009 ` '-- �930cI 0 ` OVRMYFR WAREHOUSE � I Wl I N CO UCN UU'U . J� VmO Qf{O